Ammon - BCP Development TIS 2021-11-10 Signed
1220 North 500 West, Ste. 202 Lehi, UT 84043 p 801.766.4343
www.halesengineering.com
BCP
Traffic Impact Study
Ammon, Idaho
November 10, 2021
UT21-1969
1.562520415
11/10/2021
Ammon - BCP
Traffic Impact Study
i
EXECUTIVE SUMMARY
This study addresses the traffic impacts associated with the proposed BCP development located
in Ammon, Idaho. The BCP development is located to the east of 52nd East between 1st Street
and 21st Street.
The purpose of this traffic impact study is to analyze traffic operations at key intersections for
existing (2021), future (2026), and future (2040) conditions with and without the proposed project
and to recommend mitigation measures as needed. The peak hour level of service (LOS) results
are shown in Table ES-1. Recommended storage lengths are shown in Table ES-2.
Table ES-1: Peak Hour Level of Service Results
AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM
1 Lincoln Road / Hitt Road A C A C A D B C B C B C B C C C C D C D
2 1st Street / Hitt Road B C B C B C B C C C C C C D D C D D D D
3 17th Street / Hitt Road C D C D C D C D C E C D C E D D D E D E
4 Sunnyside Road / Hitt Road C C C C C D C D C D C D C D D D D D D D
5 Lincoln Road / Ammon Road A C A B B B A C A E B B A F B B B C B C
6 1st Street / Ammon Road B C B C B C B C C D C D C D B C C F B C
7 17th Street / Ammon Road B C B C B C B C B D B D C E B C C C C C
8 Sunnyside Road / Ammon Road B B B B B B B B B C B C B C B C B C B C
9 Lincoln Road / Crowley Road A A A A A A A A A A A B A B A B B F C C
10 1st Street / Crowley Road A A A A A A A A B C B D A C A C F F A C
11 17th Street / Crowley Road A A A A A B A B A B A C A B A C D F A B
12 21st Street / Crowley Road b c b e b d b d c f A A c f A B B F B C
13 Sunnyside Road / Crowley Road A B A B A C A C B F B D B F B B C E C D
14 55th East / Lincoln Road A A A A A A A A A A A A A A A A A A A A
15 55th East / 1st Street a a b a a a a a b c b b a a a a f d A B
16 52nd East / 1st Street a a a a a a a a b b b b a a a a f f D B
17 52nd East / 21st Street a a a a a a a a a a a a a a a a a b b c
18 Fieldstone Drive / 21st Street a a a a a a a a a a a a a a a a a a a b
20 Hillside Canal Road / 1st Street - - a a - - - - a a a a - - - - a a a a
21 Gardner Canal Road / 52nd East - - a a - - - - a a a a - - - - b a a a
22 17th Street & Hillside Canal Road / 52nd East - - a a a a a a a b a b a a a a c b c d
23 55th East / 21st Street - - a a - - - - a a a a - - - - a a a a
24 Southeast Road / 21st Street - - a a - - - - a a a a - - - - a a a a
25 Gardner Canal Road / 21st Street - - a a - - - - a a a a - - - - a a a a
26 Gardner Canal Road / Southeast Road - - a a - - - - a a a a - - - - a a a a
27 Southeast Road / Gardner Road - - a a - - - - a a a a - - - - a a a a
28 Hillside Canal Road / Southeast Road - - a a - - - - a a a a - - - - a a a a
29 Hillside Canal Road / 55th East - - A A - - - - A A A A - - - - A A A A
30 Southeast Road / 55th East - - - - - - - - a a a a - - - - a a a a
31 Gardner Canal Road / 55th East - - A A - - - - A A A A - - - - A A A A
32 Hillside Canal Road / Gardner Canal Road - - - - - - - - a a a a - - - - a a a a
Level of Service
1. Intersection LOS values represent the overall intersection average for roundabout, signalized, and all-way stop-controlled (AWSC) intersections (uppercase letter) and the worst movement for
all other unsignalized intersections (lowercase letter)
Existing (2021)Future (2040)
2. BG = Background (without project traffic), PP = Plus Project (with project traffic)
Intersection
BG PP BG PP Mit. PPMit. BG BG Mit. PPMit. BG PP
Future (2026)
Source: Hales Engineering, November 2021
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Table ES-2: Recommended Storage Length
SUMMARY OF KEY FINDINGS & RECOMMENDATIONS
Project Conditions
· The development will consist of single-family detached residential units, townhomes, and office space
· The project is anticipated to generate approximately 25,944 weekday daily trips, including 2,226 trips in
the morning peak hour, and 2,720 trips in the evening peak hour
2021 Background Plus Project
Assumptions
· Morning peak hour volumes
increased by 9% to account for school
volumes in study area
· 10% of project constructed and occupied
Findings · Acceptable LOS · Poor LOS at 21st St / Crowley Rd
o Does not meet signal warrants
Mitigations
· Ammon Rd / Lincoln Rd: Implement
clear signage that indicates that the
eastbound right-turn lane leads only
into the Maverik. An extension of the
transition from 2 lanes to 1 on the
south leg should also be considered.
· None; drivers will learn to adapt and
reroute
E P E P E P E P E P E P E P E P
1 Lincoln Road / Hitt Road -225 -200 -275 -250 -275 -300 -150 -100
3 17th Street / Hitt Road -----325 --275 400 --150 400 -225
5 Lincoln Road / Ammon Road -100 -100 -100 -100 -200 -150 -100 -100
6 1st Street / Ammon Road --------110 200 ------
7 17th Street / Ammon Road --------140 200 ------
9 Lincoln Road / Crowley Road -100 -----100 ---150 ----
12 21st Street / Crowley Road ---350 ------------
13 Sunnyside Road / Crowley Road -150 ---125 -175 -450 ---150 --
16 52nd East / 1st Street -----------100 -100 --
RT LT RT
1. Storage lengths are based on 2040 95th percentile queue lengths and do not include required deceleration / taper distances
Eastbound
Source: Hales Engineering, November 2021
2. E = Existing storage length (approximate), if applicable; P = proposed storage length for new turn lanes or changes to existing turn lanes, if applicable
Intersection
LT RT LT RT LT
Recommended Storage Lengths (feet)
Northbound Southbound Westbound
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2026 Background Plus Project
Assumptions
· The extension of 17th Street from
Crowley Rd to 52nd East was
assumed to be implemented
· Assumed background mitigations
· 50% of project constructed and occupied
Findings
· Poor LOS on eastbound movements
at Hitt Rd / Lincoln Rd with excessive
queuing
· Poor LOS at:
o 17th St / Hitt Rd
o 21st St / Crowley Rd
o Sunnyside Rd / Crowley Rd
o Lincoln Rd / Crowley Rd
Mitigations
· Hitt Road / Lincoln Rd: Further
analysis should be completed by this
time to determine if any
improvements would enhance the
existing roundabout to avoid
signalization, otherwise signalization
might be necessary
· 17th St / Hitt Road: Install westbound
right-turn pocket
· 21st St / Crowley Rd: Install single-lane
roundabout
· Sunnyside Rd / Crowley Rd: Install east-
and westbound left-turn, and southbound
right-turn lanes
· Lincoln Rd / Ammon Rd:
o Further analysis should be completed
by this time to determine if any
improvements would enhance the
existing roundabout to avoid
signalization, otherwise signalization
might be necessary
o Extend 5 lane cross section 500 feet
north and east of signal
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2040 Background Plus Project
Assumptions · No changes to roadway network · Assumed background mitigations
· 100% of project constructed and occupied
Findings
· Poor LOS at:
o 17th Street / Hitt Rd
o Lincoln Road / Ammon Rd
o 17th Street / Ammon Rd
o 21st Street / Crowley Rd
o Sunnyside Road / Crowley Rd
· Poor LOS at several intersections
Mitigations
· 17th St / Hitt Rd:
o Install separate westbound right-
turn lane
o Extend west- and eastbound left-
turn lanes
o Coordinate signals on Hitt Rd
· Widen Ammon Rd to 5 lanes from
17th St to Lincoln Rd
· Lincoln Rd / Ammon Rd:
o Further analysis should be
completed by this time to
determine if any improvements
would enhance the existing
roundabout to avoid signalization,
otherwise signalization might be
necessary
o Extend 5 lane cross section 500
feet north and east of signal
· 17th St / Ammon Rd:
o Install dual southbound left-turn
lanes
· 21st St / Crowley Rd:
o Install single-lane roundabout
· Sunnyside Rd / Crowley Rd:
o Install traffic signal
· Widen 17th St from Ammon Road to
Crowley Rd
· Widen 1st Street from Hitt Rd to
Ammon Rd
· 1st St / Ammon Rd:
o Extend eastbound left-turn
storage
· Sunnyside Rd / Ammon Rd:
o Extend 5 lane cross section 500
feet east from intersection
· 17th St / Crowley Rd:
o Upgrade to a dual-lane roundabout and
extend northbound receiving lane
· 1st St / Crowley Rd:
o Upgrade to a dual-lane roundabout and
extend northbound and eastbound
receiving lanes
· Lincoln Rd / Crowley Rd:
o Convert roundabout to turbo-style and
add southbound and eastbound right-
turn pockets and a northbound left-turn
pocket
· 52nd East / 1st St:
o Signalize
· Widen 1st St to 5 lanes from Ammon Rd
to Crowley Rd
· 21st St / Crowley Rd:
o Install northbound right-turn pocket
· Sunnyside Rd / Crowley Rd:
o Increase the eastbound left-turn
storage
o The westbound approach should not
have permissive/protected left-turn
phasing
· 55th East / 1st St:
o Convert to a roundabout
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TABLE OF CONTENTS
EXECUTIVE SUMMARY ............................................................................................................................... i
SUMMARY OF KEY FINDINGS & RECOMMENDATIONS ......................................................................... ii
TABLE OF CONTENTS ............................................................................................................................... v
LIST OF TABLES ....................................................................................................................................... vii
LIST OF FIGURES ..................................................................................................................................... vii
I. INTRODUCTION .................................................................................................................................. 1
A. Purpose ................................................................................................................................................. 1
B. Scope .................................................................................................................................................... 2
C. Analysis Methodology ........................................................................................................................... 2
D. Level of Service Standards ................................................................................................................... 3
II. EXISTING (2021) BACKGROUND CONDITIONS............................................................................... 4
A. Purpose ................................................................................................................................................. 4
B. Roadway System .................................................................................................................................. 4
C. Traffic Volumes ..................................................................................................................................... 4
D. Level of Service Analysis ...................................................................................................................... 5
E. Queuing Analysis .................................................................................................................................. 5
F. Mitigation Measures ............................................................................................................................ 10
III. PROJECT CONDITIONS ................................................................................................................... 11
A. Purpose ............................................................................................................................................... 11
B. Project Description .............................................................................................................................. 11
C. Trip Generation ................................................................................................................................... 11
D. Trip Distribution and Assignment ........................................................................................................ 12
E. Access ................................................................................................................................................. 26
IV. EXISTING (2021) PLUS PROJECT CONDITIONS ........................................................................... 27
A. Purpose ............................................................................................................................................... 27
B. Traffic Volumes ................................................................................................................................... 27
C. Level of Service Analysis .................................................................................................................... 27
D. Queuing Analysis ................................................................................................................................ 27
E. Mitigation Measures ............................................................................................................................ 27
V. FUTURE (2026) BACKGROUND CONDITIONS ............................................................................... 33
A. Purpose ............................................................................................................................................... 33
B. Roadway Network ............................................................................................................................... 33
C. Traffic Volumes ................................................................................................................................... 33
D. Level of Service Analysis .................................................................................................................... 33
E. Queuing Analysis ................................................................................................................................ 33
F. Mitigation Measures ............................................................................................................................ 38
VI. FUTURE (2026) PLUS PROJECT CONDITIONS .............................................................................. 40
A. Purpose ............................................................................................................................................... 40
B. Traffic Volumes ................................................................................................................................... 40
C. Level of Service Analysis .................................................................................................................... 40
D. Queuing Analysis ................................................................................................................................ 40
E. Mitigation Measures ............................................................................................................................ 40
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VII. FUTURE (2040) BACKGROUND CONDITIONS ............................................................................... 48
A. Purpose ............................................................................................................................................... 48
B. Roadway Network ............................................................................................................................... 48
C. Traffic Volumes ................................................................................................................................... 48
D. Level of Service Analysis .................................................................................................................... 48
E. Queuing Analysis ................................................................................................................................ 48
F. Mitigation Measures ............................................................................................................................ 49
VIII. FUTURE (2040) PLUS PROJECT CONDITIONS .............................................................................. 56
A. Purpose ............................................................................................................................................... 56
B. Traffic Volumes ................................................................................................................................... 56
C. Level of Service Analysis .................................................................................................................... 56
D. Queuing Analysis ................................................................................................................................ 56
E. Mitigation Measures ............................................................................................................................ 57
F. Recommended Storage Lengths ........................................................................................................ 57
Appendix A: Turning Movement Counts
Appendix B: LOS Results
Appendix C: Project Site Plan
Appendix D: Queuing Results
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LIST OF TABLES
Table 1: Level of Service Description .................................................................................................... 3
Table 2: Existing (2021) Background Peak Hour LOS ........................................................................ 10
Table 3: Project Land Uses.................................................................................................................. 11
Table 4: Trip Generation ...................................................................................................................... 12
Table 5: Existing (2021) Plus Project Peak Hour LOS ........................................................................ 32
Table 6: Future (2026) Background Peak Hour LOS .......................................................................... 38
Table 7: Mitigated Future (2026) Background Peak Hour LOS .......................................................... 39
Table 8: Future (2026) Plus Project Peak Hour LOS .......................................................................... 46
Table 9: Mitigated Future (2026) Plus Project Peak Hour LOS .......................................................... 47
Table 10: Future (2040) Background Peak Hour LOS ........................................................................ 54
Table 11: Mitigated Future (2040) Background Peak Hour LOS ........................................................ 55
Table 12: Future (2040) Plus Project Peak Hour LOS ........................................................................ 62
Table 13: Mitigated Future (2040) Plus Project Peak Hour LOS ........................................................ 63
Table 14: Recommended Storage Lengths ......................................................................................... 64
LIST OF FIGURES
Figure 1: Vicinity map showing the project location in Ammon, Idaho .................................................. 1
Figure 2: Existing (2021) background peak hour traffic volumes .......................................................... 6
Figure 3: Trip distribution ..................................................................................................................... 13
Figure 4: Trip assignment for the peak hours (2021) .......................................................................... 14
Figure 5: Trip assignment for the peak hours (2026) .......................................................................... 18
Figure 6: Trip assignment for the peak hours (2040) .......................................................................... 22
Figure 7: Existing (2021) plus project peak hour traffic volumes ........................................................ 28
Figure 8: Future (2026) background peak hour volumes .................................................................... 34
Figure 9: Future (2026) plus project peak hour volumes ..................................................................... 42
Figure 10: Future (2040) background peak hour volumes .................................................................. 50
Figure 11: Future (2040) plus project peak hour volumes ................................................................... 58
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Traffic Impact Study
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I. INTRODUCTION
A. Purpose
This study addresses the traffic impacts associated with the proposed BCP development located
in Ammon, Idaho. The proposed project is located to the east of 52nd East between 1st Street and
21st Street. Figure 1 shows a vicinity map of the proposed development.
The purpose of this traffic impact study is to analyze traffic operations at key intersections for
existing (2021), future (2026), and future (2040) conditions with and without the proposed project
and to recommend mitigation measures as needed.
Figure 1: Vicinity map showing the project location in Ammon, Idaho
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B. Scope
The study area was defined based on conversations with the development team. This study was
scoped to evaluate the traffic operational performance impacts of the project on the following
intersections:
· Lincoln Road / Hitt Road
· 1st Street / Hitt Road
· 17th Street / Hitt Road
· Sunnyside Road / Hitt Road
· Lincoln Road / Ammon Road
· 1st Street / Ammon Road
· 17th Street / Ammon Road
· Sunnyside Road / Ammon Road
· Lincoln Road / Crowley Road
· 1st Street / Crowley Road
· 17th Street / Crowley Road
· 21st Street / Crowley Road
· Sunnyside Road / Crowley Road
· 55th East / Lincoln Road
· 55th East / 1st Street
· 52nd East / 1st Street
· 52nd East / 21st Street
· Fieldstone Drive / 21st Street
· 13 Project Intersections
C. Analysis Methodology
Level of service (LOS) is a term that describes the operating performance of an intersection or
roadway. LOS is measured quantitatively and reported on a scale from A to F, with A representing
the best performance and F the worst. Table 1 provides a brief description of each LOS letter
designation and an accompanying average delay per vehicle for both signalized and unsignalized
intersections.
The Highway Capacity Manual (HCM), 6th Edition, 2016 methodology was used in this study to
remain consistent with “state-of-the-practice” professional standards. This methodology has
different quantitative evaluations for signalized and unsignalized intersections. For signalized,
roundabout, and all-way stop-controlled (AWSC) intersections, the LOS is provided for the overall
intersection (weighted average of all approach delays). For all other unsignalized intersections,
LOS is reported based on the worst movement.
Using Synchro/SimTraffic software, which follow the HCM methodology, the peak hour LOS was
computed for each study intersection. Multiple runs of SimTraffic were used to provide a statistical
evaluation of the interaction between the intersections. The detailed LOS reports are provided in
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Appendix B. Hales Engineering also calculated the 95th percentile queue lengths for the study
intersections using SimTraffic. The detailed queue length reports are provided in Appendix D.
D. Level of Service Standards
For the purposes of this study, a minimum acceptable intersection performance for each of the
study intersections was set at LOS D. If levels of service E or F conditions exist, an explanation
and/or mitigation measures will be presented. A LOS D threshold is consistent with “state-of-the-
practice” traffic engineering principles for urbanized areas.
Table 1: Level of Service Description
LOS Description of
Traffic Conditions
Average Delay
(seconds/vehicle)
Signalized
Intersections
Unsignalized
Intersections
A
Free Flow /
Insignificant Delay £ 10 £ 10
B
Stable Operations /
Minimum Delays > 10 to 20 > 10 to 15
C
Stable Operations /
Acceptable Delays > 20 to 35 > 15 to 25
D
Approaching
Unstable Flows /
Tolerable Delays
> 35 to 55 > 25 to 35
E
Unstable Operations
/ Significant Delays > 55 to 80 > 35 to 50
F
Forced Flows /
Unpredictable Flows
/ Excessive Delays
> 80 > 50
Source: Hales Engineering Descriptions, based on the Highway Capacity Manual (HCM), 6th Edition, 2016
Methodology (Transportation Research Board)
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II. EXISTING (2021) BACKGROUND CONDITIONS
A. Purpose
The purpose of the background analysis is to study the intersections and roadways during the
peak travel periods of the day with background traffic and geometric conditions. Through this
analysis, background traffic operational deficiencies can be identified, and potential mitigation
measures recommended. This analysis provides a baseline condition that may be compared to
the build conditions to identify the impacts of the development.
B. Roadway System
The primary roadways that will provide access to the project site are described below:
1st Street – is a roadway which is classified by the Ammon Comprehensive Plan (May 2018) as a
“major collector.” The roadway has one travel lane in each direction. The posted speed limit is 40
mph in the study area.
52nd East – is a roadway which is classified by the Ammon Comprehensive Plan (May 2018) as
a “major collector.” The roadway has one travel lane in each direction. The speed limit is not
posted in the study area.
21st Street – is a roadway which is classified by the Ammon Comprehensive Plan (May 2018) as
a “major collector.” The roadway has one travel lane in each direction. The posted speed limit is
40 mph in the study area.
C. Traffic Volumes
Weekday morning (7:00 to 9:00 a.m.) and evening (4:00 to 6:00 p.m.) peak period traffic counts
were performed at the following intersections:
· Lincoln Road / Hitt Road
· 1st Street / Hitt Road
· 17th Street / Hitt Road
· Sunnyside Road / Hitt Road
· Lincoln Road / Ammon Road
· 1st Street / Ammon Road
· 17th Street / Ammon Road
· Sunnyside Road / Ammon Road
· Lincoln Road / Crowley Road
· 1st Street / Crowley Road
· 17th Street / Crowley Road
· 21st Street / Crowley Road
· Sunnyside Road / Crowley Road
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· 55th East / Lincoln Road
· 55th East / 1st Street
· 52nd East / 1st Street
· 52nd East / 21st Street
· Fieldstone Drive / 21st Street
The counts were performed on Tuesday, August 10, 2021. The morning peak hour was
determined to be between 7:45 and 8:45 a.m., and the evening peak hour was determined to be
between 4:45 and 5:45 p.m. Detailed count data are included in Appendix A.
Seasonal adjustments to the observed traffic volumes were considered. Monthly traffic volume
data were obtained from a nearby ITD automatic traffic recorder (ATR) on Sunnyside Road (ATR
#231). In recent years, traffic volumes in August have been equal to approximately 110% of
average traffic volumes. Therefore, no adjustments were made to the evening peak hour volumes.
However, because the counts were taken when school was not in session, adjustments were
made to the morning peak hour volumes. According to the same ATR, weekday morning peak
hour volumes in October sometimes reached numbers up to 9% greater than comparable
volumes in August. Therefore, the morning peak hour volumes were increased by 9%.
The traffic counts were collected during the COVID-19 pandemic when traffic volumes were, at
times, slightly reduced in some areas due to social distancing measures. According to the same
ITD ATR, the traffic volumes since March of 2021 have been higher than volumes from any year
prior when making a direct month-to-month comparison. Therefore, the collected traffic volumes
were not increased.
Figure 2 shows the existing evening peak hour volumes as well as intersection geometry at the
study intersections.
D. Level of Service Analysis
Hales Engineering determined that all study intersections are currently operating at acceptable
levels of service during the evening peak hour, as shown in Table 2. These results serve as a
baseline condition for the impact analysis of the proposed development during existing (2021)
conditions.
E. Queuing Analysis
Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections.
Significant 95th percentile queue lengths during the evening peak hour are summarized as follows:
· 21st Street / Crowley Road:
o Westbound: 125 feet
o Southbound: 100 feet
Ammon BCP Development TIS Morning Peak Hour
Existing (2021) Background Figure 2a - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/20211462313445
206
154
66
530
41
2047769823525246
134
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4463551882798998
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117Hitt Rd12151915514113652140
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701092041702944992
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173642111023733866
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334391208635547118
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25
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348
241Ammon Rd1073005310813311116
158
39
17
395
51
711133351st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Morning Peak Hour
Existing (2021) Background Figure 2a - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/202190147931
37
68
34
101
13
82188929173391st St 49
49
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52504511918217th St 48
61 Crowley Rd2011313169384
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61202266114563
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7612295261Lincoln Rd 7
13
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4482332
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155th East2574891st St 27
13
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83
21st St 23
39
120
341014
Fieldstone Dr44152
8
1
10652nd EastLincoln Rd
Sunnyside Rd
Ammon BCP Development Evening Peak Hour
Existing (2021) Background Figure 2b - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/202116460114461
666
303
69
289
30
785936617492621673
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3155848263726224349
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174Hitt Rd219601216183307135395
879
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21527926786502157163
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1246822676461105164
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894971025731837130
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237Ammon Rd33547816611714716352
492
146
12
280
72
851482201st St
17th St
Lincoln Rd
Sunnyside RdHitt Rd
Ammon BCP Development Evening Peak Hour
Existing (2021) Background Figure 2b - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/2021602916498102
122
45
77
14
92555745405571st St 96
61
52
26
28
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162734910137017th St 183
184 Crowley Rd217129133381178
3
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18421994213215302
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24118131772527
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5531386
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055th East1052262489
31
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52
21st St 38
147
107172417
Fieldstone Dr285136
35
2
9652nd EastLincoln Rd
Sunnyside Rd
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Table 2: Existing (2021) Background Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Signal A (7.8) C (18.2)
1st Street / Hitt Road Signal B (17.7) C (22.4)
17th Street / Hitt Road Signal C (28.9) D (48)
Sunnyside Road / Hitt Road Signal C (28.7) C (30.7)
Lincoln Road / Ammon Road Roundabout A (9.1) C (16.1)
1st Street / Ammon Road Signal B (18) C (25.9)
17th Street / Ammon Road Signal B (15.7) C (20.8)
Sunnyside Road / Ammon Road Signal B (12) B (15.9)
Lincoln Road / Crowley Road Roundabout A (6.3) A (7)
1st Street / Crowley Road Roundabout A (7.2) A (8.6)
17th Street / Crowley Road Roundabout A (6.5) A (8.4)
21st Street / Crowley Road EB/WB Stop b (12.9) / WBT c (19.5) / WBL
Sunnyside Road / Crowley Road AWSC A (7.3) B (11.9)
55th East / Lincoln Road AWSC A (5.3) A (5.8)
55th East / 1st Street SB Stop a (7.7) / SBL a (7.1) / SBL
52nd East / 1st Street NB Stop a (4.7) / NBL a (4.4) / NBL
52nd East / 21st Street SWB Stop a (3.2) / SWL a (4.6) / SWL
Fieldstone Drive / 21st Street NB Stop a (4.6) / NBL a (4.9) / NBL
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
F. Mitigation Measures
Hales Engineering recommends safety improvements at Ammon Road / Lincoln Road. Currently,
there is no signage to indicate that the right-turn lane at the roundabout becomes a right-turn only
lane into Maverik. This can cause drivers to have to abruptly shift lanes in a short distance, which
was observed multiple times during a site visit. Similarly, Ammon Road quickly changes from 3
southbound lanes to one southbound lane at the Maverik access point. If possible, the two through
lanes should be extended to the south to improve safety. Neither of these potential improvements
were included in the models going forward.
Ammon - BCP
Traffic Impact Study
11
III. PROJECT CONDITIONS
A. Purpose
The project conditions discussion explains the type and intensity of development. This provides
the basis for trip generation, distribution, and assignment of project trips to the surrounding study
intersections defined in Chapter I.
B. Project Description
The proposed BCP development is located to the east of 52nd East between 1st Street and 21st
Street. The development will consist of residential townhome and single-family units and some
commercial usage which is likely to be office. A concept plan for the proposed development is
provided in Appendix C. The proposed land use for the development has been identified in Table
3.
Table 3: Project Land Uses
Land Use Intensity
Single-family detached housing 2,644 Units
Townhomes 498 Units
Office 100,000 sq. ft.
C. Trip Generation
Trip generation for the development was calculated using trip generation rates published in the
Institute of Transportation Engineers (ITE), Trip Generation, 10th Edition, 2017. Trip generation
for the proposed project is included in Table 4.
The total trip generation for the development is as follows:
· Daily Trip Ends: 25,944
· Morning Peak Hour Trip Ends: 2,226
· Evening Peak Hour Trip Ends: 2,720
According to current phasing estimations, the project is estimated to be built at a rate of
approximately 320 units per year. 320 units were therefore assumed in existing (2021) conditions
and 1,600 units were assumed in future (2026) conditions, with full build utilized for future (2040)
conditions. The outside areas are likely to be built first, which comprise some of the higher-density
housing. For the purposes of this study, it is assumed that approximately two-thirds of the units
built in 2021 and 2026 conditions would be multifamily. This translates to approximately 80
multifamily and 240 single-family units in existing (2021) conditions and 409 multifamily and 1,191
single-family units in future (2026) conditions. To be conservative, it was assumed that the
Ammon - BCP
Traffic Impact Study
12
commercial use would be fully built by 2026. Again, these are estimates as exact phasing is
unknown at the time of writing.
Table 4: Trip Generation
D. Trip Distribution and Assignment
Project traffic is assigned to the roadway network based on the type of trip and the proximity of
project access points to streets, high population densities, and regional trip attractions. Existing
travel patterns observed during data collection also provide helpful guidance to establishing these
distribution percentages, especially near the site. The resulting distribution of project generated
trips during the peak hours is shown in Figure 3.
These trip distribution assumptions were used to assign the morning and evening peak hour
generated traffic at the study intersections to create trip assignment for the proposed
development. Trip assignment for the development is shown in Figure 4.
DATE
PROJECT
Figure 3
UT21-1969
08/18/2021NPM Peak Hour - Trip Distribution
Ammon - Flagship Homes
21st South
1st Street
45th East (Crowley Road)52nd EastSunnyside Road25th East (Hitt Road)35th East (Ammon Road)17th Street
Lincoln Road
60th East5%5%5%9%
6%
4%
2%2%4%
2%7%
47%
Internal 55th East2%
LEGEND
Principal Arterial
Minor Arterial
Major Collector
##Traffic Volumes
##%Exit Percentage
4750
4760 4765
47654750
4760 4765475
247514750474
9
47484747
4745
4744
47424743
4744 474547604756 47604755 4760 47624751
4760 47574764476747604755475
3
475
1 4750VILLAGE 2±94 NET
AC845 UN
ITSCOMMERCIAL±6 NET
ACNEIGHBORHOOD
2±50 NET
AC180 UN
ITS
VILLAGE 1±49 NET AC
490
UNI
TS
OPEN SPACE±8 NET ACREGIONAL PARK±23 NET ACVILLAGE 3±86 NET
AC688 UN
ITS
NEIGHBORHOOD
5±49 NET
AC176 UN
ITS NEIGHBORHOOD 4±50 NET
AC180 UN
ITS NEIGHBORHOOD 3±27 NET
AC97 UN
ITS OPENSPACE±7 NET
ACNEIGHBORHOOD 1±65 NET
AC163
UNITSVILLAGE 4±46 NET
AC322 UN
ITSCOMMERCIAL±2 NET ACOPTIONA
LSCHOOLLOCAT
ION
±10
ACUNIMPROVEDOPEN SPACE±11 ACOPTIONALSCHOOLLOCATION±10 AC cfscfs
250 cfs
804 c s250OX
4'x8'
BOX 4'x15
'
BO
X(2) 4'
x1
5'
B
OX
4'x15
'
BOX
10' TRA
I
L
10' TRA
I
L 10' TRA
IL
10' TR
AI
L
60' ROW
60' ROW
60' ROW80' ROW
80' ROW
80'
ROW
80' ROW
80' ROW 10' T
RA
IL
10'
TRA
IL
60' RO
WS. 52ND E.
21ST STREET S
1ST STREET
Ammon BCP Development Morning Peak Hour
Trip Assignment 2021 Figure 4a - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/20210800
5
0
0
14
0
0200030
4
0
7
10
8
2000070
2
0
20
11
0 Hitt Rd0000200
4
0
1
13
15
5600600
8
0
0
22
1
0200000
9
0
0
25
6
2000020
9
0
2
31
0Ammon Rd0000200
11
0
1
33
0
0201st St
17th St
Lincoln Rd
Sunnyside RdHitt Rd
Ammon BCP Development Morning Peak Hour
Trip Assignment 2021 Figure 4a - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/202126700
1
9
0
5
0
0200050
11
0
8
31
33
11003500
11 Crowley Rd0000120
0
0
390
35
110001011
0
0
0
0
0
03365300
0
1
0
0
0
01033800
8
12
0
20
0 55th East02019020
7
0
53
21st St 19
4
190055
Fieldstone Dr004
0
0
19 Hil
l
si
de Canal
Rd2020
8
0
0
428
19
6121747
4 52nd East184
0
6
0
2130
2
2
004
0
2 0
112001000 Southeast Rd110
01155th East01013
0
0 Hillside Canal Rd0
0
002251500105
Gardner Canal Rd
0
0
055th East
006
Ammon BCP Development Evening Peak Hour
Trip Assignment 2021 Figure 4b - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/20210500
16
0
0
10
0
0900090
10
0
5
6
5
90000250
8
0
16
4
0Hitt Rd0000810
13
0
1
8
10
15400500
25
0
0
15
0
1800000
28
0
0
16
5
8000030
33
0
3
20
0Ammon Rd0000310
35
0
0
20
0
0301st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development Evening Peak Hour
Trip Assignment 2021 Figure 4b - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/202118500
5
29
0
3
0
0900060
36
0
5
21
23
38002300
43 Crowley Rd0000430
0
0
25
0
23
430004039
0
0
0
0
0
0323320005
0
0
0
04021500
19
37
0
13
055th East18015055
25
0
34
21st St 63
23
130035
Fieldstone Dr0023
0
013 Hill
si
de Canal
Rd1310
20
1
0
395
132
1495430
352nd East4514
9
4
3
1964
4
003
3
1 0
1 11010
1 3 0 Southeast Rd110
00055th East03028
0
0 Hillside Canal Rd0
0
0011690030
15
Gardner Canal Rd
00055th East
003
Ammon BCP Development TIS Morning Peak Hour
Trip Assignment 2026 Figure 5a - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/202103900
38
0
0
71
4
219000130
25
0
27
46
39
190000560
14
0
95
26
0Hitt Rd00001020
23
0
4
55
65
3123003200
53
0
0
110
4
21400000
57
0
0
112
39
14000050
70
0
13
121
0Ammon Rd0000510
68
0
6
151
0
01301st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Morning Peak Hour
Trip Assignment 2026 Figure 5a - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/20211293800
10
60
0
210
018000160
71
0
41
151
167
780000220
83
0
521890Crowley Rd000022610
0
0
1400
0
043007076
0
0
0
0
0
016167211620
0
10
0
0
0
0701623400
39
74
0
88
555th East21501090113
52
0
250
21st St 19
42
1010039
Fieldstone Dr0042
0
0
101 9320
41
2
0
151734
944
4801720
105
0
5
241
1552nd East834027
15
36
51065
12
13
15
1126
5
9 6
2 410263
2 6 2
61421
22SE Rd1626
4
1
12
3
1
110114253
0
1
8
23
3
3 455555th East3020657
44
9
22
89
2530124 45815
3215115304359
30
15
32547155th East
375330374389
50
12
30
97
14Hi
l
l
si
de Canal
Rd203010Gardner Canal Rd1 7 t h S t
Ammon BCP Development TIS Evening Peak Hour
Trip Assignment 2026 Figure 5b - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/202102000
76
0
0
53
3
430000330
50
0
25
35
25
3900001250
34
0
86
24
0Hitt Rd00002340
59
0
4
40
48
6915002600
116
0
0
80
3
43800000
122
0
0
85
26
380000100
159
0
9
110
0Ammon Rd0000850
163
0
3
113
0
0701st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Evening Peak Hour
Trip Assignment 2026 Figure 5b - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/08/2021982400
27145
0
17
0
032000430
160
0
31
111
122
1770000520
199
0
391360Crowley Rd0000521440
0
0
97
0
0
03900130183
0
0
0
0
0
0111251711100
27
2
0
0
01301202500
90
174
0
62
455th East5370820264
116
0
182
21st St 44
100
690028
Fieldstone Dr00100
0
0
69 6630
95
5
0
113925
719
91703950
2510
3
1751152nd East1725064
36
23
12
8462618
20
1115
10
9 13
4 28285
2
2 0 2
272
152SE Rd1101052
1
3
4
3
1191385151
5
3
45
1
5
3 335355th East254522117107
37
5
65
5419871 33158
30329819445923
38
35
8
54
4455th East
98651313293913104
39
8
50
19Hi
ll
si
de Canal
Rd184610Gardner Canal Rd1 7 t h S t
Ammon BCP Development TIS Morning Peak Hour
Trip Assignment 2040 Figure 6a - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/202108000
56
0
0
144
7
431000220
42
0
55
95
80
310000940
25
0
238
64
0Hitt Rd00001930
44
0
8
112
131
5250008000
86
0
0
220
8
32500000
95
0
0
230
80
250000100
119
0
31
302
0Ammon Rd00001020
121
0
11
310
0
03101st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Morning Peak Hour
Trip Assignment 2040 Figure 6a - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/20212577900
17
101
0
42
0
031000330
120
0
84
31033613200
00350
153
0
108
3770Crowley Rd000035108000
269
0
0
010800110132
0
0
0
0
0
033344423340
0
17
2
0
0
01203316900
68
130
0
175
1055th East42702240198
87
0506
21st St 33
75
191
0078
Fieldstone Dr0075
0
0
191 18560
72
3
0
292969
1957
41302940
188
0
9
485
2952nd East1369047
28
62
820129
20
28
28
1342
8
23 9
3 72051153113
1 0253
255SE Rd215515
5
2
206
3
2153370105
5
3
0
55
5
5 81101055th East67341195
79
17
44
174
51050247 901530
653027561791017
50
28
6511214655th East
731016160791515
95
20
60
185
31Hi
l
l
si
de Canal
Rd345022Gardner Canal Rd1 7 t h S t
Ammon BCP Development TIS Evening Peak Hour
Trip Assignment 2040 Figure 6b - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/202104600
150
0
0
95
6
777000560
109
0
46
64
46
7700002470
66
0
158
42
0Hitt Rd00006680
116
0
8
74
87
13740004800
229
0
0
146
5
87500000
242
0
0
156
48
750000210
313
0
16
200
0Ammon Rd000021100321
0
6
206
0
01601st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Evening Peak Hour
Trip Assignment 2040 Figure 6b - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/08/20211715300
46261
0
29
0
084000850
317
0
56
204
224
34500001030
395
0
712460Crowley Rd00001032860
0
0
1790
0
07100290360
0
0
0
0
0
0222282922200
46
4
0
0
03402214600
176
340
0
114
755th East127201490516
231
0
335
21st St 89
197
1270052
Fieldstone Dr00197
0
0
127 12160
188
12
0
197746
13019
635077120
4980
6
3171952nd East35460125
72
41
221486
52
34
36
3227
20
16 25
8514517125
3 4 5
51252
95SE Rd220201052
5
8
5
23035170303
5
5
81
03
5
5 587555th East469545220203
70
12
120
12530166248 3015
6065150347010455
93
87
151097555th East
1551002323516020191
70
15
109
34Hi
l
l
si
de Canal
Rd328117Gardner Canal Rd1 7 t h S t
Ammon - BCP
Traffic Impact Study
26
E. Access
The proposed access for the site will be gained at the following locations (see also concept plan
in Appendix C):
1st Street:
· Hillside Canal Road will be located approximately 2,200 feet east of the 55th East / 1st
Street intersection. It will access the project on the South side of 1st Street. It is
anticipated that the access will be stop-controlled.
· 55th East will continue from its current south terminus into the project. It will access the
project on the south side of 1st Street. It is anticipated that the access will be stop-
controlled.
52nd East:
· Gardner Canal Road will be located approximately 2,200 feet south of the 52nd East /
1st Street intersection. It will access the project on the east side of 52nd East. It is
anticipated that the access will be stop-controlled.
· Hillside Canal Road will be located approximately 2,300 feet north of the 52nd East /
21st Street intersection. It will access the project on the east side of 52nd East. It is
anticipated that the access will be stop-controlled and eventually tie into the 17th Street
extension.
21st Street:
· 55th East will be located approximately 1,200 feet east of the Fieldstone Drive / 21st
Street intersection. It will access the project on the north side of 21st Street. It is
anticipated that the access will be stop-controlled.
· The Southeast Road will be located approximately 1,200 feet west of the 50th East /
21st Street intersection. It will access the project on the north side of 21st Street. It is
anticipated that the access will be stop-controlled.
· Gardner Canal Road will be located approximately 880 feet west of the 50th East / 21st
Street intersection. It will access the project on the north side of 21st Street. It is
anticipated that the access will be stop-controlled.
It is worth noting that the internal street names in this report may not be the actual names. For
the purposes of this study, the streets were named for features they were adjacent to or their
location within the project.
Ammon - BCP
Traffic Impact Study
27
IV. EXISTING (2021) PLUS PROJECT CONDITIONS
A. Purpose
The purpose of the existing (2021) plus project analysis is to study the intersections and roadways
during the peak travel periods of the day for existing background traffic and geometric conditions
plus the net trips generated by the proposed development. This scenario provides valuable insight
into the potential impacts of the proposed project on background traffic conditions.
B. Traffic Volumes
Hales Engineering added the project trips discussed in Chapter III to the existing (2021)
background traffic volumes to predict turning movement volumes for existing (2021) plus project
conditions. Existing (2021) plus project evening peak hour turning movement volumes are shown
in Figure 7.
C. Level of Service Analysis
Hales Engineering determined that all intersections are anticipated to operate at acceptable levels
of service during the evening peak hour with project traffic added except for the intersection of
21st Street / Crowley Road, as shown in Table 5.
D. Queuing Analysis
Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections.
Significant 95th percentile queue lengths during the evening peak hour are summarized as follows:
· Hitt Road / Lincoln Road:
o Eastbound: 325 feet
· 21st Street / Crowley Road:
o Westbound: 225 feet
o Southbound: 125 feet
E. Mitigation Measures
The intersection of 21st Street / Crowley Road is anticipated to operate at a poor LOS. Traffic
volumes at this intersection will not likely meet signal warrants for plus project conditions. Hales
Engineering recommends installing a roundabout or a traffic signal if it becomes warranted. The
planned extension of 17th Street east toward the project site will likely cause volumes to shift from
21st Street. With this future connection, the volumes may decrease and improve the LOS at the
21st Street / Crowley Road intersection for a period of time.
Ammon BCP Development TIS Morning Peak Hour
Existing (2021) Plus Project Figure 7a - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/20211462393445
211
154
66
544
41
2047969823525546
138
78
155
412
80
4663551882799698
304100
165
559
117Hitt Rd12151915514113852140
310
105
51
833
89
751152041703004992
112
77
80
378
42
173662111022863866
131
46
168
302
80
354391208640549118
236
25
39
379
241Ammon Rd1071005310813511116
16939
18
428
51
711153351st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Morning Peak Hour
Existing (2021) Plus Project Figure 7a - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/2021116154931
38
77
34106
13
82208929173441st St 49
60
36
44
68
45
162504515418217th St 4872 Crowley Rd2011313169504
0
14
1243
157
72202266115574
38
36
4
76
16
764265102917
13
6
2
244
4492333803221
12
0
49
1 55th East225767947
20
10136
21st St 42
43
139341069
Fieldstone Dr441568
1125 Hi
l
l
si
de Canal
Rd2020
8
0
0
428
19
6121747
4 52nd East184
0
60213
0
2
2004
02 0
112001000 Southeast Rd110
01155th East01013
0
0 Hillside Canal Rd0
0
002251500105
Gardner Canal Rd
00
055th East
006Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Evening Peak Hour
Existing (2021) Plus Project Figure 7b - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/202116460614461
682
303
69
299
30
786026617492622573
406
167
125
370
62
4055848263726249349
742
258
225
527
174Hitt Rd219601216183315136395892
228
90
570
166
23028326786507157163
526
255
76
224
47
1347622676461105164
415
100
114
275
52
974971025731840130
373
124
83
322
237Ammon Rd33547816611715017352
527
146
12
300
72
851512201st St
17th St
Lincoln Rd
Sunnyside RdHitt Rd
Ammon BCP Development TIS Evening Peak Hour
Existing (2021) Plus Project Figure 7b - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/2021782966498107
151
4580
14
92645745405631st St 96
97
52
31
49475427349
12437017th St 183
227 Crowley Rd2171291333816083
5
88
4
149
22721994213615341
101
55
19
67
20
241211541074527
47
18
1
32
6
55713215086
46
37
0
29
0 55th East118524124144
56
16
86
21st St 101
170
120172452
Fieldstone Dr285159
35
2
109 Hi
l
l
si
de Canal
Rd1310
20
1
0
395
132
1495430
3 52nd East45149
4
3
196
4
4
003
3
1 0
1 11010
1 3 0 Southeast Rd110
00055th East03028
0
0 Hillside Canal R d0
0
001169003
0
15
Gardner Canal Rd
0
0055th East
003Lincoln Rd
Sunnyside Rd
Ammon - BCP
Traffic Impact Study
32
Table 5: Existing (2021) Plus Project Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Roundabout A (8) C (17.6)
1st Street / Hitt Road Signal B (17.8) C (22.6)
17th Street / Hitt Road Signal C (28.6) D (48.3)
Sunnyside Road / Hitt Road Signal C (28.5) C (30.8)
Lincoln Road / Ammon Road Roundabout A (6.7) B (13.1)
1st Street / Ammon Road Signal B (17.1) C (25.6)
17th Street / Ammon Road Signal B (15.2) C (23.8)
Sunnyside Road / Ammon Road Signal B (11.3) B (18.2)
Lincoln Road / Crowley Road Roundabout A (6.4) A (7.3)
1st Street / Crowley Road Roundabout A (7.1) A (9.2)
17th Street / Crowley Road Roundabout A (6.6) A (8.7)
21st Street / Crowley Road EB/WB Stop b (13.1) / WBT e (36.2) / WBL
Sunnyside Road / Crowley Road AWSC A (7.6) B (13.5)
55th East / Lincoln Road AWSC A (5.6) A (5.9)
55th East / 1st Street NB/SB Stop b (10.6) / SBL a (7.4) / SBT
52nd East / 1st Street NB Stop a (4.5) / NBL a (4.7) / NBL
52nd East / 21st Street SWB Stop a (4.6) / SWL a (6.8) / SWL
Fieldstone Drive / 21st Street NB Stop a (4.8) / NBL a (5.2) / NBL
Hillside Canal Road / 1st Street NB Stop a (3.8) / NBL a (3.7) / NBL
Gardner Canal Road / 52nd East WB Stop a (3.5) / WBL a (3.8) / WBL
Hillside Canal Road / 52nd East WB Stop a (4.1) / WBL a (4.1) / WBL
55th East / 21st Street SB Stop a (5.8) / SBL a (3.3) / SBL
Southeast Road / 21st Street SB Stop a (2.5) / SBR a (2.8) / SBR
Gardner Canal Road / 21st Street SB Stop a (2.2) / SBR a (2.1) / SBR
Gardner Canal Road / Southeast Road NB/SB Stop a (2.1) / SBR a (0.4) / NBT
Hillside Canal Road / 55th East Roundabout A (1.5) A (1.2)
Gardner Canal Road / 55th East Roundabout A (1.5) A (0.8)
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
Ammon - BCP
Traffic Impact Study
33
V. FUTURE (2026) BACKGROUND CONDITIONS
A. Purpose
The purpose of the future (2026) background analysis is to study the intersections and roadways
during the peak travel periods of the day for future background traffic and geometric conditions.
Through this analysis, future background traffic operational deficiencies can be identified, and
potential mitigation measures recommended.
B. Roadway Network
According to the Bonneville Metropolitan Planning Organization (BMPO) Long Range
Transportation Plan, an extension of 17th Street from Crowley Road to 52nd East is planned.
According to conversations with Ammon City, this connection was assumed to have been
implemented by 2026.
C. Traffic Volumes
Hales Engineering obtained future (2026) forecasted volumes from the Bonneville Metropolitan
Planning Area Traffic Projections Map. Peak period turning movement counts were estimated
using National Cooperative Highway Research Program (NCHRP) 255 methodologies which
utilize existing peak period turn volumes and future average weekday daily traffic (AWDT)
volumes to project the future turn volumes at the major intersections. Future (2026) evening peak
hour turning movement volumes are shown in Figure 8.
D. Level of Service Analysis
Hales Engineering determined that all study intersections are anticipated to operate at acceptable
levels of service during the evening peak hour in future (2026) background conditions, as shown
in Table 6. These results serve as a baseline condition for the impact analysis of the proposed
development for future (2026) conditions.
E. Queuing Analysis
Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections.
Significant 95th percentile queue lengths during the evening peak hour are summarized as follows:
· Hitt Road / Lincoln Road:
o Eastbound: 675 feet
o Northbound: 350 feet
Ammon BCP Development Morning Peak Hour
Mitigated Future (2026) Background Figure 8a - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/20211552603550
225
165
70
585
45
2553575903805550
150
85
150
445
80
50700559030095100
315
105
160
565
130Hitt Rd13556516018018070145
315
125
70
845
80
7514021518030555100
115
80
85
395
45
203802351103854070
135
50
180
310
80
354451309034550120
260
30
40
380
260Ammon Rd1103105511013515120
18040
20
445
55
801153501st St
17th St
Lincoln Rd
Sunnyside Rd
TIS
Ammon BCP Development Morning Peak Hour
Mitigated Future (2026) Background Figure 8a - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/2021110160103545
85
45
1301510235100
35190601st St 60
75
45
5575
20
1027055110185517th St 65
20
60
5
3510Crowley Rd52151755190455
0
15
95
5
105
50220570125107055
40
5
115
25
10652601545510
20
10
5
45
5
5803560
20
45
5 55th East595701565
30
15125
21st St 10
45
145401510
Fieldstone Dr45550
10
5
14054525
5 52nd East2030Lincoln Rd
Sunnyside Rd
TIS
Ammon BCP Development TIS Evening Peak Hour
Mitigated Future (2026) Background Figure 8b - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/202117567015570
730
320
75
310358566575
190101522080
445
180
125
400
65
3560555275790245350760
270
230
540
190Hitt Rd240655220230400185410
880
265
105
565
170
24036527590525170175
560
260
80
235
55
1548025085470115175
430110
120
285
50
1005051106032540135405
135
90
335
255Ammon Rd36048517512015020365
550
150
15
310
80
951502301st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Evening Peak Hour
Mitigated Future (2026) Background Figure 8b - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/20217531590105
135155
5595
20
102756555440851st St 125
90
65
40
45
35
2529560110405517th St 235
30
200
5
15
5 Crowley Rd52401651537013510
5
10
75
514017526010
451452034015060
25
100
30
3513015010751040
80
25
5
5010105525
90
80
50
5 55th East20603030140
45
2090
21st St 15
180
140253010
Fieldstone Dr3010170
40
513553535
5 52nd East3520Lincoln Rd
Sunnyside Rd
Ammon - BCP
Traffic Impact Study
38
Table 6: Future (2026) Background Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Roundabout A (9.0) D (33.2)
1st Street / Hitt Road Signal B (18.7) C (25.8)
17th Street / Hitt Road Signal C (29.8) D (52.9)
Sunnyside Road / Hitt Road Signal C (29.5) D (36.8)
Lincoln Road / Ammon Road Roundabout B (13) B (14.6)
1st Street / Ammon Road Signal B (19.2) C (30.1)
17th Street / Ammon Road Signal B (16.7) C (24.9)
Sunnyside Road / Ammon Road Signal B (12) B (18.3)
Lincoln Road / Crowley Road Roundabout A (6.8) A (7.9)
1st Street / Crowley Road Roundabout A (7.8) A (10.0)
17th Street / Crowley Road Roundabout A (6.8) B (10.2)
21st Street / Crowley Road EB/WB Stop b (12) / WBT d (29.1) / WBT
Sunnyside Road / Crowley Road AWSC A (8.3) C (16.3)
55th East / Lincoln Road AWSC A (6.4) A (6.5)
55th East / 1st Street SB Stop a (6.5) / SBL a (7.9) / SBL
52nd East / 1st Street NB Stop a (5.6) / NBL a (5.7) / NBL
52nd East / 21st Street SWB Stop a (3.9) / SWL a (4.8) / SWL
Fieldstone Drive / 21st Street NB Stop a (4.8) / NBL a (5.8) / NBL
52nd East / 17th Street EB Stop a (3.5) / EBL a (3.4) / EBL
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
F. Mitigation Measures
The intersection of Hitt Road / Lincoln Road is expected to operate at an acceptable LOS with
poor LOS on the eastbound movements. To address eastbound queuing issues, which is
anticipated to extend beyond the Costco access, further analysis should be completed by this
time to determine if any improvements would enhance the existing roundabout to avoid
signalization, otherwise signalization might be necessary.
Ammon - BCP
Traffic Impact Study
39
A mitigated scenario with the signal in place was completed, and the results can be seen in Table
7.
Table 7: Mitigated Future (2026) Background Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Signal B (13.6) C (21.3)
1st Street / Hitt Road Signal B (19.7) C (27.3)
17th Street / Hitt Road Signal C (30.1) D (52.9)
Sunnyside Road / Hitt Road Signal C (30.1) D (36.7)
Lincoln Road / Ammon Road Roundabout A (7.3) C (18.5)
1st Street / Ammon Road Signal B (19.6) C (29.4)
17th Street / Ammon Road Signal B (17) C (24.9)
Sunnyside Road / Ammon Road Signal B (12.4) B (18.9)
Lincoln Road / Crowley Road Roundabout A (6.8) A (8)
1st Street / Crowley Road Roundabout A (7.9) A (10)
17th Street / Crowley Road Roundabout A (6.9) B (10.1)
21st Street / Crowley Road EB/WB Stop b (12.2) / WBT d (27) / WBL
Sunnyside Road / Crowley Road AWSC A (8.1) C (17.7)
55th East / Lincoln Road AWSC A (6.6) A (6.9)
55th East / 1st Street SB Stop a (9) / SBL a (7.7) / SBL
52nd East / 1st Street NB Stop a (5.3) / NBL a (5.1) / NBL
52nd East / 21st Street SWB Stop a (3.5) / SWL a (4.8) / SWL
Fieldstone Drive / 21st Street NB Stop a (5.1) / NBL a (5.5) / NBL
52nd East / 17th Street EB Stop a (3.2) / EBL a (3.6) / EBL
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
Ammon - BCP
Traffic Impact Study
40
VI. FUTURE (2026) PLUS PROJECT CONDITIONS
A. Purpose
The purpose of the future (2026) plus project analysis is to study the intersections and roadways
during the peak travel periods of the day for future background traffic and geometric conditions
plus the net trips generated by the proposed development. This scenario provides valuable insight
into the potential impacts of the proposed project on future background traffic conditions.
B. Traffic Volumes
Hales Engineering added the project trips discussed in Chapter III to the future (2026) background
traffic volumes to predict turning movement volumes for future (2026) plus project conditions.
Future (2026) plus project evening peak hour turning movement volumes are shown in Figure 9.
C. Level of Service Analysis
Hales Engineering determined that the intersections of Lincoln Road / Ammon Road, 17th Street
/ Hitt Road, 21st Street / Crowley Road, and Sunnyside Road / Crowley Road are anticipated to
operate at poor levels of service during the evening peak hour in future (2026) plus project
conditions, as shown in Table 8.
D. Queuing Analysis
Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections.
Significant 95th percentile queue lengths during the evening peak hour are summarized as follows:
· Crowley Road / Sunnyside Road:
o Eastbound: >2,000 feet
· Ammon Road / 17th Street:
o Southbound: 750 feet
· 21st Street / Crowley Road:
o Westbound: >2,000 feet
· Ammon Road / Lincoln Road:
o Eastbound: 900 feet
E. Mitigation Measures
The intersection of 17th Street / Hitt Road is anticipated to operate at a poor LOS. Hales
Engineering recommends adding a westbound right-turn pocket to improve traffic flow.
The intersection of 21st Street / Crowley Road is projected to operate at a poor LOS. It is
anticipated that the addition of turn pockets will not alleviate queuing issues. It is recommended
that the intersection be converted to a single lane roundabout.
The intersection of Sunnyside Road / Crowley Road is also anticipated to operate at a poor LOS.
Hales Engineering recommends adding an east- and westbound left-turn and southbound right-
turn lane to improve conditions.
Ammon - BCP
Traffic Impact Study
41
The roundabout at Lincoln Road / Ammon Road may need further analysis to determine if any
improvements would enhance the roundabout to avoid signalization, otherwise signalization might
be necessary
A mitigated model was completed and the LOS results with the modifications is shown in Table
9.
Ammon BCP Development TIS Morning Peak Hour
Mitigated Future (2026) Plus Project Figure 9a - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/20211552993550
263
165
70
656
49
2755475903806850
175
85
177
491
119
697005590300151100
329105
255
591
130Hitt Rd13556516018019072145
338
125
74
900
145
10616321518033755100
168
80
85
505
49
223942351103854070
192
50
180
422
119
494451309034555120
330
30
53
501
260Ammon Rd1103105511014016120
24840
26
596
55
801283501st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Morning Peak Hour
Mitigated Future (2026) Plus Project Figure 9a - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/2021239198103555
145
45151
15
1025310035190761st St 60
146
45
96
2261878827055
1101852717th St 65
103
60
5722410Crowley Rd521517552121065
0
15
235
5
105
5026357013210146
55
40
5
115
25
10814273661710
20
20
5
45
5
5873516234060
59
74
0
133
1055th East7159517915178
82
15
375
21st St 29
87
246401549
Fieldstone Dr45592
10
5
241 9320
41
2
0
151734
944
48562225
105
5
5
241
1552nd East854302715
36
51065
12
13
151126
5
9 6
2 410263
2 6 2
6142
122SE Rd16264
1
12
3
1
110114253
0
1
8
23
3
3 455555th East3020657
44
9
22
89
2530124 45815
3215115304359
30
15
32547155th East
375330374389
50
12
30
97
14Hillside Canal
Rd203010Lincoln Rd
Sunnyside Rd Gardner Canal Rd1 7 t h S t
Ammon BCP Development Evening Peak Hour
Mitigated Future (2026) Plus Project Figure 9b - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/202117569015570
806
320
75
363
38
8969575190101525380495
180
150
435
90
7460555275790370350
794
270
316
564
190Hitt Rd240655220230423189410
939
265
109
605
218
30938027590551170175
676
260
80
315
58
1951825085470115175
552
110
120
370
76
1385051106032550135
564
135
99
445
255Ammon Rd36048517512015825365
713
150
18
423
80
951572301st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development Evening Peak Hour
Mitigated Future (2026) Plus Project Figure 9b - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/05/202117333990105
162
300
55
112201030765
554401281st St 125
250
65
71156
157
202295601104055717th St 235229
200
44
1515Crowley Rd524016515422279105
10
172514017529910
4515820523
150
60
25
100
30
3514127527861140
80
52
7
50
10
10682512025090
170
174
0
112
955th East25376011230404
161
20
272
21st St 59
280
209
253038
Fieldstone Dr3010270
40
5
204 6630
95
5
0
113925
719
917574535
2515
3
1751152nd East17602064
36
23
12
8462618
20
1115
10
9 13
4 28285
2
2 0 2
2721
52SE Rd110105
21
3
431191385151
5
3
451
5
3 335355th East254522117107
37
5
65
541987 133158
30329819445923
38
35
8544455th East
9865131329391310439
8
50
19Hillside Canal Rd184610Lincoln Rd
Sunnyside Rd Gardner Canal Rd1 7 t h S t
Ammon - BCP
Traffic Impact Study
46
Table 8: Future (2026) Plus Project Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Signal B (14.3) C (20.4)
1st Street / Hitt Road Signal C (21.1) C (34.6)
17th Street / Hitt Road Signal C (28.6) E (56.6)
Sunnyside Road / Hitt Road Signal C (26.9) D (36.3)
Lincoln Road / Ammon Road Roundabout A (8.3) E (39.3)
1st Street / Ammon Road Signal C (21.7) D (41.5)
17th Street / Ammon Road Signal B (18.6) D (36.6)
Sunnyside Road / Ammon Road Signal B (13) C (24.9)
Lincoln Road / Crowley Road Roundabout A (8.5) A (10)
1st Street / Crowley Road Roundabout B (10.4) C (17.5)
17th Street / Crowley Road Roundabout A (8.5) B (14.9)
21st Street / Crowley Road EB/WB Stop c (22.9) / WBT f (>50) / WBL
Sunnyside Road / Crowley Road AWSC B (10.9) F (>50)
55th East / Lincoln Road AWSC A (6.6) A (6.8)
55th East / 1st Street SB Stop b (14.2) / SBT c (15.1) / SBT
52nd East / 1st Street NB Stop b (10.9) / NBL b (13.4) / NBL
52nd East / 21st Street SWB Stop a (5.4) / SWL a (7.1) / SWL
Fieldstone Drive / 21st Street NB Stop a (5.7) / NBL a (6.7) / NBL
Hillside Canal Road / 1st Street NB Stop a (5.2) / NBL a (5.4) / NBL
Gardner Canal Road / 52nd East WB Stop a (5.1) / WBL a (4.9) / WBL
17th Street & Hillside Canal Road / 52nd East EB/WB Stop a (8.3) / EBT b (10.4) / EBL
55th East / 21st Street NB/SB Stop a (5.1) / SBL a (4.5) / SBL
Southeast Road / 21st Street SB Stop a (3) / SBL a (3.5) / SBL
Gardner Canal Road / 21st Street SB Stop a (4.6) / SBL a (6.3) / SBL
Gardner Canal Road / Southeast Road NB/SB Stop a (5) / NBT a (5.1) / SBT
Southeast Road / Gardner Canal Road EB/WB Stop a (4.5) / WBR a (5.2) / WBL
Hillside Canal Road / Southeast Road NB/SB Stop a (5.3) / NWT a (4.8) / NWT
Hillside Canal Road / 55th East Roundabout A (3.1) A (3.7)
Southeast Road / 55th East WB Stop a (5.2) / WBL a (5) / WBL
Gardner Canal Road / 55th East Roundabout A (2.9) A (2.7)
Hillside Canal Road / Gardner Canal Road EB/WB Stop a (6.4) / NBT a (5.7) / SBL
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
Ammon - BCP
Traffic Impact Study
47
Table 9: Mitigated Future (2026) Plus Project Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Signal B (14.8) C (20.9)
1st Street / Hitt Road Signal C (21.2) C (32.6)
17th Street / Hitt Road Signal C (28.5) D (53.4)
Sunnyside Road / Hitt Road Signal C (25.3) D (35.9)
Lincoln Road / Ammon Road Roundabout B (11.6) B (16.2)
1st Street / Ammon Road Signal C (22.4) D (41)
17th Street / Ammon Road Signal B (18.6) D (37.4)
Sunnyside Road / Ammon Road Signal B (13.2) C (27)
Lincoln Road / Crowley Road Roundabout A (8.7) B (12.7)
1st Street / Crowley Road Roundabout B (10.8) D (26)
17th Street / Crowley Road Roundabout A (8.1) C (16.3)
21st Street / Crowley Road Roundabout A (6.9) A (9.5)
Sunnyside Road / Crowley Road AWSC B (10.2) D (32)
55th East / Lincoln Road AWSC A (6.7) A (6.9)
55th East / 1st Street SB Stop b (13.2) / SBT b (13.4) / SBT
52nd East / 1st Street NB Stop b (10.9) / NBL b (12.9) / NBL
52nd East / 21st Street SWB Stop a (5.4) / SWL a (7.2) / SWL
Fieldstone Drive / 21st Street NB Stop a (5.8) / NBL a (6.6) / NBL
Hillside Canal Road / 1st Street NB Stop a (5.4) / NBL a (5.2) / NBL
Gardner Canal Road / 52nd East WB Stop a (5.2) / WBL a (5.2) / WBL
17th Street & Hillside Canal Road / 52nd East EB/WB Stop a (8.1) / EBL b (10.4) / EBL
55th East / 21st Street NB/SB Stop a (4.8) / SBL a (4.3) / SBL
Southeast Road / 21st Street SB Stop a (2.9) / SBR a (2.7) / SBR
Gardner Canal Road / 21st Street SB Stop a (4.1) / SBL a (3.7) / SBL
Gardner Canal Road / Southeast Road NB/SB Stop a (5.3) / SBT a (4.5) / NBT
Southeast Road / Gardner Canal Road EB/WB Stop a (4.8) / WBL a (4.5) / EBL
Hillside Canal Road / Southeast Road NB/SB Stop a (5.2) / NWT a (5.2) / NWT
Hillside Canal Road / 55th East Roundabout A (3.1) A (3.8)
Southeast Road / 55th East WB Stop a (5.5) / WBL a (5.8) / WBL
Gardner Canal Road / 55th East Roundabout A (2.8) A (2.7)
Hillside Canal Road / Gardner Canal Road EB/WB Stop a (6.7) / SBT a (6.5) / SBL
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
Ammon - BCP
Traffic Impact Study
48
VII. FUTURE (2040) BACKGROUND CONDITIONS
A. Purpose
The purpose of the future (2040) background analysis is to study the intersections and roadways
during the peak travel periods of the day for future background traffic and geometric conditions.
Through this analysis, future background traffic operational deficiencies can be identified, and
potential mitigation measures recommended.
B. Roadway Network
According to the BMPO 2040 Long Range Transportation Plan, there are no projects planned
before 2040 in the study area, only recommended improvements should the need arise.
Therefore, to be conservative no changes were made to the roadway network for the future (2040)
analysis.
C. Traffic Volumes
Hales Engineering obtained future (2040) forecasted volumes from the Bonneville Metropolitan
Planning Area Traffic Projections Map. Peak period turning movement counts were estimated
using NCHRP 255 methodologies which utilize existing peak period turn volumes and future
AWDT volumes to project the future turn volumes at the major intersections. Future (2040)
background evening peak hour turning movement volumes are shown in Figure 10.
D. Level of Service Analysis
Hales Engineering determined that the intersections of 17th Street / Hitt Road, Lincoln Road /
Ammon Road, 17th Street / Ammon Road, 21st Street / Crowley Road, and Sunnyside Road /
Crowley Road are anticipated to operate at poor levels of service during the evening peak hour
in future (2040) background conditions, as shown in Table 10. These results serve as a baseline
condition for the impact analysis of the proposed development for future (2040) conditions.
E. Queuing Analysis
Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections.
Significant 95th percentile queue lengths during the evening peak hour are summarized as follows:
· 17th Street / Hitt Road:
o Northbound: 675 feet
o Southbound: 550 feet
· Lincoln Road / Ammon Road:
o Eastbound: >1,500 feet
· 21st Street / Crowley Road
o Westbound: 600 feet
· 17th Street / Ammon Road:
o Southbound: >2,400 feet
o Eastbound: >1,100 feet
· Sunnyside Road / Crowley Road:
o Eastbound: >4,700 feet
· 1st Street / Hitt Road
o Eastbound: >1,000 feet
Ammon - BCP
Traffic Impact Study
49
F. Mitigation Measures
The intersection of 17th Street / Hitt Road is anticipated to operate at a poor LOS. Hales
Engineering recommends installing a separate westbound right-turn lane, extending the west-
and eastbound left-turn storage lanes, and coordinating the signals along Hitt Road to better
optimize traffic flow.
The intersections of 17th Street / Ammon Road and Lincoln Road / Ammon Road are also
projected to operate at poor LOS. It is recommended that Ammon Road from 17th Street to Lincoln
Road be widened to 5 lanes, per the Bonneville MPO master plan, and that the roundabout at
Lincoln Road / Ammon Road may need further analysis to determine if any improvements would
enhance the roundabout to avoid signalization, otherwise signalization might be necessary. It is
also recommended that dual southbound left-turn lanes be installed at 17th Street / Ammon Road
to increase capacity and improve traffic flow. Near the intersection of Lincoln Road / Ammon Road
it is also recommended that the 5-lane cross section be extended 500 feet north and east of the
signal to allow extra time for merging without obstructing the intersection. Further analysis should
be done at this point at the Lincoln Road / Ammon Road intersection to determine if anticipated
queues match observed queues in 2040, and if any geometric improvements can be made to the
roundabout to negate the need for a signal.
The all-way stop-controlled intersection of Sunnyside Road / Crowley Road is also projected to
operate at an unacceptable LOS during 2040 background conditions. Hales Engineering
recommends signalizing the intersection once it is warranted to improve traffic movements.
It is recommended that the intersection of 21st Street / Crowley Road be upgraded to a single-
lane roundabout to improve the poor LOS and improve projected queuing issues.
To improve the overall traffic conditions throughout the network, Hales Engineering recommends
that 17th Street be widened from Ammon Road to Crowley Road and 1st Street be widened from
Hitt Road to Ammon Road. Each of these corridors are listed by the Bonneville MPO Master Plan
as corridors that are candidates for widening should the need arise.
Hales Engineering also advises that the eastbound left-turn storage be extended at the 1st Street
/ Ammon Road intersection to prevent excessive queuing and that the 5-lane cross section at the
Ammon Road / Sunnyside Road intersection be extended 500 feet eastward from the intersection
to grant additional space for merging without obstructing the intersection.
It is worth noting that once mitigated, the 17th Street / Hitt Road intersection is on the boundary of
performing at a poor LOS. Because the intersection is built out, little else can be done.
A mitigated model was completed with the mitigation measures in place. Resulting levels of
service can be seen in Table 11.
Ammon BCP Development TIS Morning Peak Hour
Mitigated Future (2040) Background Figure 10a - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/20211853354565
265
195
80
685
60
306601001054556075
185
95
165
555
95
658358095355120105
345
110
195
630
160Hitt Rd165650170240280115155
325
185
110
910
105
10021022518533060115
14585
100
480
60
254202751304004585
170
55
225
385
100
4047015511537080125
335
35
60
470
305Ammon Rd1353256013518020125
240
45
25
595
75
1051603451st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Morning Peak Hour
Mitigated Future (2040) Background Figure 10a - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/20211451752040
75110
70205
20
15255125502001101st St 90
95
60
95
160351529095
2351901017th St 105
30
140
1050
10Crowley Rd10210265102757510
5
20
11510
150
55295101001901580120
55
10
220
50
159029550601020
45
20
10
90101010560
90
45
80
1055th East1017510525110
60
25230
21st St 15
80
210502515
Fieldstone Dr501090
15
10210105545
5 52nd East3560Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Evening Peak Hour
Mitigated Future (2040) Background Figure 10b - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/202120083516590
875
375
80
375
40
1557451002151175230115
560
205
130
500
80
4073575290930310385
840
285
285
595
230Hitt Rd295765235330600290435
915
410
195
585
210
28053529095570195220
660
265
100
255
75
2053529095500145205
535
130
150
345
60
1205351257034555140560
160
135
445
295Ammon Rd42052519014020025370
735190
20
420
115
1252002551st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development TIS Evening Peak Hour
Mitigated Future (2040) Background Figure 10b - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 08/26/202195340130135210190
90
155251530080
854601601st St 190
185
100
7080
70
45310952454501017th St 290
35
325
10
2510Crowley Rd102702952050515515
1015
95
1018517541515
6017550395
285
80
65
195
60
7016017525801555
130
40
10
105
15
156050120
225
130
1055th East25754040305
55
25180
21st St 20
200
205654015
Fieldstone Dr3515195
45
10
235107545
10 52nd East4535Lincoln Rd
Sunnyside Rd
Ammon - BCP
Traffic Impact Study
54
Table 10: Future (2040) Background Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Signal B (18.3) C (28.7)
1st Street / Hitt Road Signal C (24.1) D (42.0)
17th Street / Hitt Road Signal C (33.1) E (67.7)
Sunnyside Road / Hitt Road Signal C (32.1) D (46.5)
Lincoln Road / Ammon Road Roundabout A (8.6) F (>50)
1st Street / Ammon Road Signal C (24.2) D (46.0)
17th Street / Ammon Road Signal C (21.2) E (60.7)
Sunnyside Road / Ammon Road Signal B (14.2) C (30.3)
Lincoln Road / Crowley Road Roundabout A (8.6) B (10.2)
1st Street / Crowley Road Roundabout A (9.7) C (15.9)
17th Street / Crowley Road Roundabout A (8.7) B (13.8)
21st Street / Crowley Road EB/WB Stop c (18.3) / WBT f (>50) / WBL
Sunnyside Road / Crowley Road AWSC B (13.6) F (>50)
55th East / Lincoln Road AWSC A (7.5) A (7.6)
55th East / 1st Street SB Stop a (9.8) / SBL a (9.9) / SBL
52nd East / 1st Street NB Stop a (7.8) / NBL a (7.3) / NBL
52nd East / 21st Street SWB Stop a (4.7) / SWL a (6) / SWL
Fieldstone Drive / 21st Street NB Stop a (5.7) / NBL a (6.1) / NBL
17th Street / 52nd East EB Stop a (3.9) / EBL a (3.7) / EBL
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
Ammon - BCP
Traffic Impact Study
55
Table 11: Mitigated Future (2040) Background Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Signal C (30.3) C (34.3)
1st Street / Hitt Road Signal D (36.5) C (34.3)
17th Street / Hitt Road Signal D (43.6) D (54.9)
Sunnyside Road / Hitt Road Signal D (41.9) D (48.6)
Lincoln Road / Ammon Road Signal B (14.7) B (19.5)
1st Street / Ammon Road Signal B (17.4) C (26.5)
17th Street / Ammon Road Signal B (20) C (24.2)
Sunnyside Road / Ammon Road Signal B (14.9) C (21.5)
Lincoln Road / Crowley Road Roundabout A (8.6) B (12.7)
1st Street / Crowley Road Roundabout A (9.5) C (23.8)
17th Street / Crowley Road Roundabout A (7.7) C (18.4)
21st Street / Crowley Road Roundabout A (7) B (12.1)
Sunnyside Road / Crowley Road Signal B (10.3) B (18.1)
55th East / Lincoln Road AWSC A (7.5) A (7.6)
55th East / 1st Street SB Stop a (9) / SBL a (9.9) / SBL
52nd East / 1st Street NB Stop a (7.3) / NBL a (7.6) / NBL
52nd East / 21st Street SWB Stop a (4.5) / SWL a (6) / SWL
Fieldstone Drive / 21st Street NB Stop a (5.7) / NBL a (6.4) / NBL
52nd East / 17th Street EB Stop a (3.8) / EBL a (4.0) / EBL
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
Ammon - BCP
Traffic Impact Study
56
VIII. FUTURE (2040) PLUS PROJECT CONDITIONS
A. Purpose
The purpose of the future (2040) plus project analysis is to study the intersections and roadways
during the peak travel periods of the day for future background traffic and geometric conditions
plus the net trips generated by the proposed development. This scenario provides valuable insight
into the potential impacts of the proposed project on future background traffic conditions.
B. Traffic Volumes
Hales Engineering added the project trips discussed in Chapter III to the future (2040) background
traffic volumes to predict turning movement volumes for future (2040) plus project conditions.
Future (2040) plus project evening peak hour turning movement volumes are shown in Figure 11.
C. Level of Service Analysis
Hales Engineering determined that several intersections are anticipated to operate at
unacceptable levels of service during the evening peak hour in future (2040) plus project
conditions, as shown in Table 12.
D. Queuing Analysis
Hales Engineering calculated the 95th percentile queue lengths for each of the study intersections.
Significant 95th percentile queue lengths during the evening peak hour are summarized as follows:
· 1st Street / Hitt Road:
o Northbound: 550 feet
· Crowley Road / Lincoln Road:
o Eastbound: >3,000 feet
· 21st Street / Crowley Road
o Northbound: 3,000 feet
· 1st Street / Crowley Road
o Northbound: >3,000 feet
o Eastbound: >3,000 feet
· Ammon Road / 1st Street:
o Southbound: 725 feet
o Eastbound: >3,000 feet
· Crowley Road / Sunnyside Road:
o Eastbound: >3,000 feet
· Crowley Road / 17th Street:
o Northbound: >1,000 feet
o Eastbound: >3,000 feet
Ammon - BCP
Traffic Impact Study
57
E. Mitigation Measures
To address poor LOS and excessive queuing issues throughout the network, Hales Engineering
recommends:
· Upgrading the Crowley Road / 1st Street and Crowley Road / 17th Street intersections
to dual-lane roundabouts and carrying a second northbound lane a few hundred feet
past both intersections individually
· Converting the 55th East / 1st Street intersection to a roundabout.
· Signalizing the 52nd East / 1st Street intersection.
· Changing the Lincoln Road / Crowley Road roundabout to a turbo-style configuration
with separate southbound and eastbound right-turn pockets and a separate
northbound left-turn pocket.
· Widening 1st Street to 5 lanes from Ammon Road to Crowley Road.
· Installing a northbound right-turn pocket at the 21st Street / Crowley Road intersection.
· Merging the second eastbound receiving lane at the Crowley Road / 1st Street
intersection further up or ending it as a right-turn trap.
· Increasing the eastbound left-turn storage at the Sunnyside Road / Crowley Road
intersection while ensuring the westbound left movement does not have
permissive/protective phasing.
Many of these recommendations are necessary because volumes are unable to be served at
intersections that had a poor LOS in the unmitigated scenario and now reflect true demand on
the intersections to the east.
A model with these mitigations was completed and the corresponding results can be seen in Table
11. Because the 17th Street / Hitt Road intersection was on the boundary of a poor LOS in
mitigated future (2040) background conditions in a built-out configuration, this intersection is
anticipated to perform at a poor LOS in the mitigated plus project scenario as little else can be
done to mitigate it. Drivers will learn to adapt and reroute if delay becomes too great, which is
made possible by the well-established grid system in the area.
F. Recommended Storage Lengths
Hales Engineering determined recommended storage lengths based on the 95th percentile queue
lengths given in the future (2040) plus project scenario. These storage lengths do not include the
taper length. Recommended storage lengths for the study intersections are shown in Table 14.
Intersections shown in Table 14 include new intersections and existing intersections that have
recommended storage length changes.
Ammon BCP Development Morning Peak Hour
Mitigated Future (2040) Plus Project Figure 11a - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/08/20211854154565
321
195
80
829
67
346911001054558275
227
95
220
650
175
968358095355214105
370
110
433
694
160Hitt Rd165650170240299118155
369
185
118
1022
236
15226022518541060115
231
85
100
700
68
284452751304004585265
55
225
615
180
6547015511537090125454
35
91
772
305Ammon Rd1353256013519022125
361
45
36
905
75
1051913451st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development Morning Peak Hour
Mitigated Future (2040) Plus Project Figure 11a - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/08/20214022542040
92
211
70
2472015286125
502001431st St 90
215
60
17947037114729095
2351904517th St 105
183
140
1184271010210265
1031018310
5
20
38410
150
554031010020115212
120
55
10
220
50
1512363992931420
45
37
12
90
10
101176033169090
113
130
0
255
2055th East142717532925308
147
25
736
21st St 48
155
401
502593
Fieldstone Dr5010165
15
10
401 18560
72
3
0
292969
1957
4131084445
1885
9
4852952nd East131046047
28
62
820129
20
28
28
1342
8
23 9
3 7205
1
153
1 1 3
1 0253
255Southeast Rd215515
52
20
632153370105
5
3
0
55
5
5 81101055th East67341195
7917
44
174
51050247 901530
653027561791017
50
28
6511214655th East
7310161607915159520
60
185
31Hillside Canal Rd345022Crowley RdLincoln Rd
Sunnyside Rd Crowley RdGardner Canal Rd1 7 t h S t
Ammon BCP Development Evening Peak Hour
Mitigated Future (2040) Plus Project Figure 11b - West
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/08/202120088116590
1025
375
80
470
46
1628221002151175286115
669
205
176
564
126
11773575290930557385906
285
443
637
230Hitt Rd295765235330666298435
1031
410
203
659
297
41757529095618195220
889265
100
401
80
2861029095500145205
777
130
150
501
108Ammon Rd1955351257034576140
873
160
151
645
295Ammon Rd420525190140221353701056
190
26
626
115
1252162551st St
17th St
Lincoln Rd
Sunnyside Rd
Ammon BCP Development Evening Peak Hour
Mitigated Future (2040) Plus Project Figure 11b - East
Hales Engineering 801.766.4343
1220 North 500 West Ste 202, Lehi, UT, 84043 11/08/2021266393130135
256451
90
184
25
1538480854602451st St 190
502
100
126
28429439031095
24545011317th St 290
430
325
812711010270295
2060844115
10
15
274
10
185
175486156020450755
285
80
65
195
60
70182403541021755
130
86
14
105
15
159450221460120
401
340
0
244
1755th East37727518940821
286
25
515
21st St 109
397
332654067
Fieldstone Dr351539245
10362 12160
188
12
0
197746
13019
635101521245
498
10
6
3171952nd East359135125
72
41
221486
52
34
363227
20
16 25
8 5145171
25
3 4 5
5125
295Southeast Rd22020105
2
5
8
5
23035170303
5
5
81
0
3
5
5 587555th East469545220203
70
12
120
12530166248 3015
6065150347010455
93
87
151097555th East
1551002323516020191
70
15
109
34Hillside Canal
Rd328117Crowley RdLincoln Rd
Sunnyside Rd Gardner Canal Rd1 7 t h S tCrowley Rd
Ammon - BCP
Traffic Impact Study
62
Table 12: Future (2040) Plus Project Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Signal C (32.4) D (39.7)
1st Street / Hitt Road Signal D (38.1) D (44.8)
17th Street / Hitt Road Signal D (42.2) E (62.7)
Sunnyside Road / Hitt Road Signal D (39.9) D (52.3)
Lincoln Road / Ammon Road Signal B (15.9) C (29.4)
1st Street / Ammon Road Signal C (20.8) F (>80)
17th Street / Ammon Road Signal C (23.9) C (26.8)
Sunnyside Road / Ammon Road Signal B (17.8) C (30.0)
Lincoln Road / Crowley Road Roundabout B (14.1) F (>50)
1st Street / Crowley Road Roundabout F (>50) F (>50)
17th Street / Crowley Road Roundabout D (26.0) F (>50)
21st Street / Crowley Road Roundabout B (11.6) F (>50)
Sunnyside Road / Crowley Road Signal C (21.4) E (78.0)
55th East / Lincoln Road AWSC A (8.0) A (7.9)
55th East / 1st Street NB/SB Stop f (>50) / NBL d (27.3) / NBL
52nd East / 1st Street NB Stop f (>50) / NBR f (>50) / NBL
52nd East / 21st Street SWB Stop a (9.4) / SWL b (12.2) / SWL
Fieldstone Drive / 21st Street NB Stop a (8.3) / NBL a (8.4) / NBL
Hillside Canal Road / 1st Street NB Stop a (6.1) / NBL a (5.6) / NBL
Gardner Canal Road / 52nd East WB Stop b (12) / WBR a (6.7) / WBL
17th Street & Hillside Canal Road / 52nd East EB/WB Stop c (18.5) / WBT b (14.3) / EBT
55th East / 21st Street SB Stop a (5.5) / SBL a (6.0) / SBL
Southeast Road / 21st Street SB Stop a (4) / SBL a (4.9) / SBL
Gardner Canal Road / 21st Street SB Stop a (3.9) / SBL a (5.1) / SBL
Gardner Canal Road / Southeast Road NB/SB Stop a (4.9) / NBT a (5.1) / SBL
Southeast Road / Gardner Canal Road EB/WB Stop a (4.8) / WBL a (6.0) / WBL
Hillside Canal Road / Southeast Road NB/SB Stop a (5.9) / NWT a (6.2) / NWT
Hillside Canal Road / 55th East Roundabout A (3.9) A (4.0)
Southeast Road / 55th East WB Stop a (6.9) / WBL a (5.8) / WBL
Gardner Canal Road / 55th East Roundabout A (3.6) A (3.0)
Hillside Canal Road / Gardner Canal Road EB/WB Stop a (8.9) / NBT a (7.3) / NBL
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
Ammon - BCP
Traffic Impact Study
63
Table 13: Mitigated Future (2040) Plus Project Peak Hour LOS
Intersection LOS (Sec. Delay / Veh.) / Movement1
Description Control Morning Peak Evening Peak
Lincoln Road / Hitt Road Signal C (33.3) D (39.4)
1st Street / Hitt Road Signal D (38.4) D (45.7)
17th Street / Hitt Road Signal D (42.5) E (67.7)
Sunnyside Road / Hitt Road Signal D (40.0) D (53.8)
Lincoln Road / Ammon Road Signal B (16.6) C (23.5)
1st Street / Ammon Road Signal B (16.9) C (25.5)
17th Street / Ammon Road Signal C (24.9) C (28.6)
Sunnyside Road / Ammon Road Signal B (17.7) C (27.7)
Lincoln Road / Crowley Road Roundabout C (17.0) C (15.5)
1st Street / Crowley Road Roundabout A (10.0) C (15.7)
17th Street / Crowley Road Roundabout A (8.7) B (13.0)
21st Street / Crowley Road Roundabout B (12.4) C (22.9)
Sunnyside Road / Crowley Road Signal C (22.9) D (35.9)
55th East / Lincoln Road AWSC A (8.2) A (8.4)
55th East / 1st Street Roundabout A (9.7) B (12.6)
52nd East / 1st Street Signal D (38.8) B (11.5)
52nd East / 21st Street SWB Stop b (11.1) / SWL c (21.3) / SWL
Fieldstone Drive / 21st Street NB Stop a (8.2) / NBL b (10.2) / NBL
Hillside Canal Road / 1st Street NB Stop a (6.1) / NBL a (6.0) / NBL
Gardner Canal Road / 52nd East WB Stop a (7.0) / WBL a (7.7) / WBL
17th Street & Hillside Canal Road / 52nd East EB/WB Stop c (18.7) / WBT d (25.1) / EBT
55th East / 21st Street SB Stop a (6.1) / SBL a (6.2) / SBL
Southeast Road / 21st Street SB Stop a (4.1) / SBL a (5.0) / SBL
Gardner Canal Road / 21st Street SB Stop a (3.9) / SBL a (4.4) / SBL
Gardner Canal Road / Southeast Road NB/SB Stop a (5.2) / NBT a (5.1) / SBT
Southeast Road / Gardner Canal Road EB/WB Stop a (5.0) / EBT a (5.1) / WBL
Hillside Canal Road / Southeast Road NB/SB Stop a (5.9) / NWT a (5.8) / NWT
Hillside Canal Road / 55th East Roundabout A (3.8) A (4.5)
Southeast Road / 55th East WB Stop a (6.9) / WBL a (6.7) / WBL
Gardner Canal Road / 55th East Roundabout A (3.8) A (3.4)
Hillside Canal Road / Gardner Canal Road EB/WB Stop a (9.4) / NBT a (9.4) / NBL
1. Movement indicated for unsignalized intersections where delay and LOS represents worst movement. SBL = Southbound left movement, etc.
2. Uppercase LOS used for signalized, roundabout, and AWSC intersections. Lowercase LOS used for all other unsignalized intersections.
Source: Hales Engineering, November 2021
Ammon - BCP
Traffic Impact Study
64
Table 14: Recommended Storage Lengths
E P E P E P E P E P E P E P E P
1 Lincoln Road / Hitt Road -225 -200 -275 -250 -275 -300 -150 -100
3 17th Street / Hitt Road -----325 --275 400 --150 400 -225
5 Lincoln Road / Ammon Road -100 -100 -100 -100 -200 -150 -100 -100
6 1st Street / Ammon Road --------110 200 ------
7 17th Street / Ammon Road --------140 200 ------
9 Lincoln Road / Crowley Road -100 -----100 ---150 ----
12 21st Street / Crowley Road ---350 ------------
13 Sunnyside Road / Crowley Road -150 ---125 -175 -450 ---150 --
16 52nd East / 1st Street -----------100 -100 --
RT LT RT
1. Storage lengths are based on 2040 95th percentile queue lengths and do not include required deceleration / taper distances
Eastbound
Source: Hales Engineering, November 2021
2. E = Existing storage length (approximate), if applicable; P = proposed storage length for new turn lanes or changes to existing turn lanes, if applicable
Intersection
LT RT LT RT LT
Recommended Storage Lengths (feet)
Northbound Southbound Westbound
Ammon - BCP
Traffic Impact Study
APPENDIX A
Turning Movement Counts
File Name : Hitt Road (25th) & Lincoln Rd -RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Hitt Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Groups Printed- General Traffic
Hitt Road (25th Street)
From North
Lincoln Road
From East
Hitt Road (25th Street)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 7 51 4 0 62 13 85 7 0 105 10 37 28 0 75 13 37 7 0 57 299
07:15 AM 14 90 6 0 110 8 110 17 0 135 9 48 19 0 76 29 38 8 0 75 396
07:30 AM 17 126 2 0 145 7 130 16 0 153 6 57 33 0 96 33 44 7 0 84 478
07:45 AM 13 128 6 0 147 7 134 23 0 164 12 61 45 0 118 51 54 6 0 111 540
Total 51 395 18 0 464 35 459 63 0 557 37 203 125 0 365 126 173 28 0 327 1713
08:00 AM 16 92 4 0 112 12 131 10 0 153 5 44 30 0 79 30 45 14 0 89 433
08:15 AM 17 92 6 0 115 12 91 12 0 115 8 50 26 0 84 27 46 14 0 87 401
08:30 AM 14 104 9 0 127 4 89 7 0 100 5 47 30 0 82 40 35 14 0 89 398
08:45 AM 19 111 2 0 132 6 92 7 0 105 9 44 42 0 95 43 38 7 0 88 420
Total 66 399 21 0 486 34 403 36 0 473 27 185 128 0 340 140 164 49 0 353 1652
------
04:00 PM 12 92 15 0 119 11 65 14 0 90 28 131 45 0 204 53 88 17 0 158 571
04:15 PM 9 130 16 0 155 10 72 10 0 92 23 142 35 0 200 85 108 14 0 207 654
04:30 PM 16 106 18 0 140 13 77 14 0 104 27 143 54 0 224 71 118 13 0 202 670
04:45 PM 12 106 23 0 141 11 65 25 0 101 42 123 54 0 219 80 134 18 0 232 693
Total 49 434 72 0 555 45 279 63 0 387 120 539 188 0 847 289 448 62 0 799 2588
05:00 PM 15 118 20 0 153 7 78 16 0 101 42 150 43 0 235 73 157 13 0 243 732
05:15 PM 26 205 30 0 261 12 69 18 0 99 43 157 39 0 239 78 193 17 0 288 887
05:30 PM 13 132 16 0 161 6 73 18 0 97 31 132 38 0 201 82 163 18 0 263 722
05:45 PM 12 138 12 0 162 5 69 17 0 91 28 162 44 0 234 70 153 13 0 236 723
Total 66 593 78 0 737 30 289 69 0 388 144 601 164 0 909 303 666 61 0 1030 3064
Grand Total 232 1821 189 0 2242 144 1430 231 0 1805 328 1528 605 0 2461 858 1451 200 0 2509 9017
Apprch %10.3 81.2 8.4 0 8 79.2 12.8 0 13.3 62.1 24.6 0 34.2 57.8 8 0
Total %2.6 20.2 2.1 0 24.9 1.6 15.9 2.6 0 20 3.6 16.9 6.7 0 27.3 9.5 16.1 2.2 0 27.8
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Lincoln Rd -RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Hitt Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Hitt Road (25th Street) Lincoln Road Lincoln Road Hitt Road (25th Street)
Right
232
Thru
1821
Left
189
Peds
0
InOut Total
1872 2242 4114 Right144 Thru1430 Left231 Peds0 OutTotalIn1968 1805 3773 Left
605
Thru
1528
Right
328
Peds
0
Out TotalIn
2910 2461 5371 Left200 Thru1451 Right858 Peds0 TotalOutIn2267 2509 4776 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Lincoln Rd -RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Hitt Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Hitt Road (25th Street)
From North
Lincoln Road
From East
Hitt Road (25th Street)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 17 126 2 0 145 7 130 16 0 153 6 57 33 0 96 33 44 7 0 84 478
07:45 AM 13 128 6 0 147 7 134 23 0 164 12 61 45 0 118 51 54 6 0 111 540
08:00 AM 16 92 4 0 112 12 131 10 0 153 5 44 30 0 79 30 45 14 0 89 433
08:15 AM 17 92 6 0 115 12 91 12 0 115 8 50 26 0 84 27 46 14 0 87 401
Total Volume 63 438 18 0 519 38 486 61 0 585 31 212 134 0 377 141 189 41 0 371 1852
% App. Total 12.1 84.4 3.5 0 6.5 83.1 10.4 0 8.2 56.2 35.5 0 38 50.9 11.1 0
PHF .926 .855 .750 .000 .883 .792 .907 .663 .000 .892 .646 .869 .744 .000 .799 .691 .875 .732 .000 .836 .857
Hitt Road (25th Street) Lincoln Road Lincoln Road Hitt Road (25th Street)
Right
63
Thru
438
Left
18
Peds
0
InOut Total
291 519 810 Right38 Thru486 Left61 Peds0 OutTotalIn238 585 823 Left
134
Thru
212
Right
31
Peds
0
Out TotalIn
640 377 1017 Left41 Thru189 Right141 Peds0 TotalOutIn683 371 1054 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Lincoln Rd -RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Hitt Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Hitt Road (25th Street)
From North
Lincoln Road
From East
Hitt Road (25th Street)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:30 AM 07:45 AM
+0 mins.17 126 2 0 145 8 110 17 0 135 6 57 33 0 96 51 54 6 0 111
+15 mins.13 128 6 0 147 7 130 16 0 153 12 61 45 0 118 30 45 14 0 89
+30 mins.16 92 4 0 112 7 134 23 0 164 5 44 30 0 79 27 46 14 0 87
+45 mins.17 92 6 0 115 12 131 10 0 153 8 50 26 0 84 40 35 14 0 89
Total Volume 63 438 18 0 519 34 505 66 0 605 31 212 134 0 377 148 180 48 0 376
% App. Total 12.1 84.4 3.5 0 5.6 83.5 10.9 0 8.2 56.2 35.5 0 39.4 47.9 12.8 0
PHF .926 .855 .750 .000 .883 .708 .942 .717 .000 .922 .646 .869 .744 .000 .799 .725 .833 .857 .000 .847
Hitt Road (25th Street) Lincoln Road Lincoln Road Hitt Road (25th Street)
Right
63
Thru
438
Left
18
Peds
0
In - Peak Hour: 07:30 AM
519 Right34 Thru505 Left66 Peds0 In - Peak Hour: 07:15 AM605 Left
134
Thru
212
Right
31
Peds
0
In - Peak Hour: 07:30 AM
377 Left48 Thru180 Right148 Peds0 In - Peak Hour: 07:45 AM376 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Lincoln Rd -RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Hitt Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Hitt Road (25th Street)
From North
Lincoln Road
From East
Hitt Road (25th Street)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 15 118 20 0 153 7 78 16 0 101 42 150 43 0 235 73 157 13 0 243 732
05:15 PM 26 205 30 0 261 12 69 18 0 99 43 157 39 0 239 78 193 17 0 288 887
05:30 PM 13 132 16 0 161 6 73 18 0 97 31 132 38 0 201 82 163 18 0 263 722
05:45 PM 12 138 12 0 162 5 69 17 0 91 28 162 44 0 234 70 153 13 0 236 723
Total Volume 66 593 78 0 737 30 289 69 0 388 144 601 164 0 909 303 666 61 0 1030 3064
% App. Total 9 80.5 10.6 0 7.7 74.5 17.8 0 15.8 66.1 18 0 29.4 64.7 5.9 0
PHF .635 .723 .650 .000 .706 .625 .926 .958 .000 .960 .837 .927 .932 .000 .951 .924 .863 .847 .000 .894 .864
Hitt Road (25th Street) Lincoln Road Lincoln Road Hitt Road (25th Street)
Right
66
Thru
593
Left
78
Peds
0
InOut Total
692 737 1429 Right30 Thru289 Left69 Peds0 OutTotalIn888 388 1276 Left
164
Thru
601
Right
144
Peds
0
Out TotalIn
965 909 1874 Left61 Thru666 Right303 Peds0 TotalOutIn519 1030 1549 Peak Hour Begins at 05:00 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Lincoln Rd -RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Hitt Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Hitt Road (25th Street)
From North
Lincoln Road
From East
Hitt Road (25th Street)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 04:30 PM 04:30 PM 05:00 PM
+0 mins.15 118 20 0 153 13 77 14 0 104 27 143 54 0 224 73 157 13 0 243
+15 mins.26 205 30 0 261 11 65 25 0 101 42 123 54 0 219 78 193 17 0 288
+30 mins.13 132 16 0 161 7 78 16 0 101 42 150 43 0 235 82 163 18 0 263
+45 mins.12 138 12 0 162 12 69 18 0 99 43 157 39 0 239 70 153 13 0 236
Total Volume 66 593 78 0 737 43 289 73 0 405 154 573 190 0 917 303 666 61 0 1030
% App. Total 9 80.5 10.6 0 10.6 71.4 18 0 16.8 62.5 20.7 0 29.4 64.7 5.9 0
PHF .635 .723 .650 .000 .706 .827 .926 .730 .000 .974 .895 .912 .880 .000 .959 .924 .863 .847 .000 .894
Hitt Road (25th Street) Lincoln Road Lincoln Road Hitt Road (25th Street)
Right
66
Thru
593
Left
78
Peds
0
In - Peak Hour: 05:00 PM
737 Right43 Thru289 Left73 Peds0 In - Peak Hour: 04:30 PM405 Left
190
Thru
573
Right
154
Peds
0
In - Peak Hour: 04:30 PM
917 Left61 Thru666 Right303 Peds0 In - Peak Hour: 05:00 PM1030 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Lincoln Rd -RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Hitt Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Hitt Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Groups Printed- General Traffic
Hitt Road (25th Street)
From North
1st Street
From East
Hitt Road (25th Street)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 2 68 7 0 77 10 54 20 1 85 9 48 18 1 76 10 14 9 1 34 272
07:15 AM 9 120 10 0 139 12 83 14 0 109 14 70 13 0 97 12 24 4 0 40 385
07:30 AM 9 153 16 0 178 22 88 38 0 148 8 80 14 0 102 17 33 9 2 61 489
07:45 AM 16 192 13 0 221 19 114 37 0 170 11 100 27 0 138 23 31 19 1 74 603
Total 36 533 46 0 615 63 339 109 1 512 42 298 72 1 413 62 102 41 4 209 1749
08:00 AM 10 114 7 0 131 16 107 32 0 155 16 66 15 0 97 7 28 8 0 43 426
08:15 AM 12 124 4 0 140 9 60 29 0 98 13 77 19 0 109 25 31 6 0 62 409
08:30 AM 10 128 7 0 145 13 83 22 0 118 13 57 19 0 89 20 42 5 0 67 419
08:45 AM 18 149 9 0 176 11 71 43 0 125 18 85 30 0 133 22 31 7 0 60 494
Total 50 515 27 0 592 49 321 126 0 496 60 285 83 0 428 74 132 26 0 232 1748
------
04:00 PM 2 68 7 0 77 10 54 20 1 85 57 235 50 0 342 27 66 18 0 111 615
04:15 PM 9 120 10 0 139 12 83 14 0 109 27 218 40 0 285 43 84 18 0 145 678
04:30 PM 9 153 16 0 178 22 88 38 0 148 38 213 45 0 296 27 65 12 0 104 726
04:45 PM 16 192 13 0 221 19 114 37 0 170 47 232 31 0 310 41 84 17 0 142 843
Total 36 533 46 0 615 63 339 109 1 512 169 898 166 0 1233 138 299 65 0 502 2862
05:00 PM 10 114 7 0 131 16 107 32 0 155 63 234 46 0 343 39 102 17 0 158 787
05:15 PM 12 124 4 0 140 9 60 29 0 98 49 215 42 0 306 54 113 20 0 187 731
05:30 PM 10 128 7 0 145 13 83 22 0 118 57 245 55 0 357 33 97 19 0 149 769
05:45 PM 18 149 9 0 176 11 71 43 0 125 54 212 37 1 304 27 98 24 0 149 754
Total 50 515 27 0 592 49 321 126 0 496 223 906 180 1 1310 153 410 80 0 643 3041
Grand Total 172 2096 146 0 2414 224 1320 470 2 2016 494 2387 501 2 3384 427 943 212 4 1586 9400
Apprch %7.1 86.8 6 0 11.1 65.5 23.3 0.1 14.6 70.5 14.8 0.1 26.9 59.5 13.4 0.3
Total %1.8 22.3 1.6 0 25.7 2.4 14 5 0 21.4 5.3 25.4 5.3 0 36 4.5 10 2.3 0 16.9
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Hitt Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street) 1st Street 1st Street Hitt Road (25th Street)
Right
172
Thru
2096
Left
146
Peds
0
InOut Total
2823 2414 5237 Right224 Thru1320 Left470 Peds2 OutTotalIn1583 2016 3599 Left
501
Thru
2387
Right
494
Peds
2
Out TotalIn
2993 3384 6377 Left212 Thru943 Right427 Peds4 TotalOutIn1993 1586 3579 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Hitt Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
1st Street
From East
Hitt Road (25th Street)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 9 153 16 0 178 22 88 38 0 148 8 80 14 0 102 17 33 9 2 61 489
07:45 AM 16 192 13 0 221 19 114 37 0 170 11 100 27 0 138 23 31 19 1 74 603
08:00 AM 10 114 7 0 131 16 107 32 0 155 16 66 15 0 97 7 28 8 0 43 426
08:15 AM 12 124 4 0 140 9 60 29 0 98 13 77 19 0 109 25 31 6 0 62 409
Total Volume 47 583 40 0 670 66 369 136 0 571 48 323 75 0 446 72 123 42 3 240 1927
% App. Total 7 87 6 0 11.6 64.6 23.8 0 10.8 72.4 16.8 0 30 51.2 17.5 1.2
PHF .734 .759 .625 .000 .758 .750 .809 .895 .000 .840 .750 .808 .694 .000 .808 .720 .932 .553 .375 .811 .799
Hitt Road (25th Street) 1st Street 1st Street Hitt Road (25th Street)
Right
47
Thru
583
Left
40
Peds
0
InOut Total
431 670 1101 Right66 Thru369 Left136 Peds0 OutTotalIn211 571 782 Left
75
Thru
323
Right
48
Peds
0
Out TotalIn
791 446 1237 Left42 Thru123 Right72 Peds3 TotalOutIn491 240 731 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Hitt Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
1st Street
From East
Hitt Road (25th Street)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:30 AM 07:45 AM
+0 mins.9 153 16 0 178 12 83 14 0 109 8 80 14 0 102 23 31 19 1 74
+15 mins.16 192 13 0 221 22 88 38 0 148 11 100 27 0 138 7 28 8 0 43
+30 mins.10 114 7 0 131 19 114 37 0 170 16 66 15 0 97 25 31 6 0 62
+45 mins.12 124 4 0 140 16 107 32 0 155 13 77 19 0 109 20 42 5 0 67
Total Volume 47 583 40 0 670 69 392 121 0 582 48 323 75 0 446 75 132 38 1 246
% App. Total 7 87 6 0 11.9 67.4 20.8 0 10.8 72.4 16.8 0 30.5 53.7 15.4 0.4
PHF .734 .759 .625 .000 .758 .784 .860 .796 .000 .856 .750 .808 .694 .000 .808 .750 .786 .500 .250 .831
Hitt Road (25th Street) 1st Street 1st Street Hitt Road (25th Street)
Right
47
Thru
583
Left
40
Peds
0
In - Peak Hour: 07:30 AM
670 Right69 Thru392 Left121 Peds0 In - Peak Hour: 07:15 AM582 Left
75
Thru
323
Right
48
Peds
0
In - Peak Hour: 07:30 AM
446 Left38 Thru132 Right75 Peds1 In - Peak Hour: 07:45 AM246 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Hitt Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
1st Street
From East
Hitt Road (25th Street)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 16 192 13 0 221 19 114 37 0 170 47 232 31 0 310 41 84 17 0 142 843
05:00 PM 10 114 7 0 131 16 107 32 0 155 63 234 46 0 343 39 102 17 0 158 787
05:15 PM 12 124 4 0 140 9 60 29 0 98 49 215 42 0 306 54 113 20 0 187 731
05:30 PM 10 128 7 0 145 13 83 22 0 118 57 245 55 0 357 33 97 19 0 149 769
Total Volume 48 558 31 0 637 57 364 120 0 541 216 926 174 0 1316 167 396 73 0 636 3130
% App. Total 7.5 87.6 4.9 0 10.5 67.3 22.2 0 16.4 70.4 13.2 0 26.3 62.3 11.5 0
PHF .750 .727 .596 .000 .721 .750 .798 .811 .000 .796 .857 .945 .791 .000 .922 .773 .876 .913 .000 .850 .928
Hitt Road (25th Street) 1st Street 1st Street Hitt Road (25th Street)
Right
48
Thru
558
Left
31
Peds
0
InOut Total
1056 637 1693 Right57 Thru364 Left120 Peds0 OutTotalIn643 541 1184 Left
174
Thru
926
Right
216
Peds
0
Out TotalIn
845 1316 2161 Left73 Thru396 Right167 Peds0 TotalOutIn586 636 1222 Peak Hour Begins at 04:45 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Hitt Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
1st Street
From East
Hitt Road (25th Street)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:30 PM 04:15 PM 04:45 PM 05:00 PM
+0 mins.9 153 16 0 178 12 83 14 0 109 47 232 31 0 310 39 102 17 0 158
+15 mins.16 192 13 0 221 22 88 38 0 148 63 234 46 0 343 54 113 20 0 187
+30 mins.10 114 7 0 131 19 114 37 0 170 49 215 42 0 306 33 97 19 0 149
+45 mins.12 124 4 0 140 16 107 32 0 155 57 245 55 0 357 27 98 24 0 149
Total Volume 47 583 40 0 670 69 392 121 0 582 216 926 174 0 1316 153 410 80 0 643
% App. Total 7 87 6 0 11.9 67.4 20.8 0 16.4 70.4 13.2 0 23.8 63.8 12.4 0
PHF .734 .759 .625 .000 .758 .784 .860 .796 .000 .856 .857 .945 .791 .000 .922 .708 .907 .833 .000 .860
Hitt Road (25th Street) 1st Street 1st Street Hitt Road (25th Street)
Right
47
Thru
583
Left
40
Peds
0
In - Peak Hour: 04:30 PM
670 Right69 Thru392 Left121 Peds0 In - Peak Hour: 04:15 PM582 Left
174
Thru
926
Right
216
Peds
0
In - Peak Hour: 04:45 PM
1316 Left80 Thru410 Right153 Peds0 In - Peak Hour: 05:00 PM643 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Hitt Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Hitt Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Groups Printed- General Traffic
Hitt Road (25th Street)
From North
17th Street
From East
Hitt Road (25th Street)
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 21 47 13 0 81 17 62 23 0 102 11 39 8 0 58 10 46 21 0 77 318
07:15 AM 22 86 27 0 135 21 87 15 0 123 14 60 12 0 86 10 34 13 0 57 401
07:30 AM 24 112 13 0 149 24 123 28 0 175 15 64 23 0 102 10 64 12 0 86 512
07:45 AM 31 172 29 0 232 31 157 43 0 231 27 79 28 0 134 22 51 27 0 100 697
Total 98 417 82 0 597 93 429 109 0 631 67 242 71 0 380 52 195 73 0 320 1928
08:00 AM 37 105 25 0 167 21 118 33 0 172 16 55 15 0 86 23 72 24 0 119 544
08:15 AM 39 96 28 0 163 19 108 33 0 160 18 67 12 0 97 23 67 21 0 111 531
08:30 AM 35 103 29 0 167 36 120 24 0 180 21 55 26 0 102 24 87 18 0 129 578
08:45 AM 42 130 36 0 208 25 110 28 0 163 32 87 24 0 143 10 94 30 0 134 648
Total 153 434 118 0 705 101 456 118 0 675 87 264 77 0 428 80 320 93 0 493 2301
------
04:00 PM 49 139 59 0 247 45 127 47 0 219 54 179 72 0 305 74 167 75 0 316 1087
04:15 PM 48 139 39 0 226 42 126 55 0 223 48 182 63 0 293 48 163 94 0 305 1047
04:30 PM 57 127 49 0 233 41 101 54 0 196 53 177 57 0 287 70 161 78 0 309 1025
04:45 PM 73 160 55 0 288 38 126 52 0 216 58 169 76 0 303 59 174 81 0 314 1121
Total 227 565 202 0 994 166 480 208 0 854 213 707 268 0 1188 251 665 328 0 1244 4280
05:00 PM 49 143 44 0 236 48 138 53 0 239 62 181 65 0 308 56 198 85 0 339 1122
05:15 PM 63 150 68 0 281 50 137 50 0 237 49 185 62 0 296 75 200 83 0 358 1172
05:30 PM 31 148 52 0 231 38 122 54 0 214 55 191 60 0 306 68 162 100 0 330 1081
05:45 PM 64 148 59 0 271 39 97 48 0 184 50 182 72 0 304 68 161 74 0 303 1062
Total 207 589 223 0 1019 175 494 205 0 874 216 739 259 0 1214 267 721 342 0 1330 4437
Grand Total 685 2005 625 0 3315 535 1859 640 0 3034 583 1952 675 0 3210 650 1901 836 0 3387 12946
Apprch %20.7 60.5 18.9 0 17.6 61.3 21.1 0 18.2 60.8 21 0 19.2 56.1 24.7 0
Total %5.3 15.5 4.8 0 25.6 4.1 14.4 4.9 0 23.4 4.5 15.1 5.2 0 24.8 5 14.7 6.5 0 26.2
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Hitt Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street) 17th Street 17th Street Hitt Road (25th Street)
Right
685
Thru
2005
Left
625
Peds
0
InOut Total
3323 3315 6638 Right535 Thru1859 Left640 Peds0 OutTotalIn3109 3034 6143 Left
675
Thru
1952
Right
583
Peds
0
Out TotalIn
3295 3210 6505 Left836 Thru1901 Right650 Peds0 TotalOutIn3219 3387 6606 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Hitt Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
17th Street
From East
Hitt Road (25th Street)
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 31 172 29 0 232 31 157 43 0 231 27 79 28 0 134 22 51 27 0 100 697
08:00 AM 37 105 25 0 167 21 118 33 0 172 16 55 15 0 86 23 72 24 0 119 544
08:15 AM 39 96 28 0 163 19 108 33 0 160 18 67 12 0 97 23 67 21 0 111 531
08:30 AM 35 103 29 0 167 36 120 24 0 180 21 55 26 0 102 24 87 18 0 129 578
Total Volume 142 476 111 0 729 107 503 133 0 743 82 256 81 0 419 92 277 90 0 459 2350
% App. Total 19.5 65.3 15.2 0 14.4 67.7 17.9 0 19.6 61.1 19.3 0 20 60.3 19.6 0
PHF .910 .692 .957 .000 .786 .743 .801 .773 .000 .804 .759 .810 .723 .000 .782 .958 .796 .833 .000 .890 .843
Hitt Road (25th Street) 17th Street 17th Street Hitt Road (25th Street)
Right
142
Thru
476
Left
111
Peds
0
InOut Total
453 729 1182 Right107 Thru503 Left133 Peds0 OutTotalIn470 743 1213 Left
81
Thru
256
Right
82
Peds
0
Out TotalIn
701 419 1120 Left90 Thru277 Right92 Peds0 TotalOutIn726 459 1185 Peak Hour Begins at 07:45 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Hitt Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
17th Street
From East
Hitt Road (25th Street)
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:45 AM 07:45 AM 08:00 AM 08:00 AM
+0 mins.31 172 29 0 232 31 157 43 0 231 16 55 15 0 86 23 72 24 0 119
+15 mins.37 105 25 0 167 21 118 33 0 172 18 67 12 0 97 23 67 21 0 111
+30 mins.39 96 28 0 163 19 108 33 0 160 21 55 26 0 102 24 87 18 0 129
+45 mins.35 103 29 0 167 36 120 24 0 180 32 87 24 0 143 10 94 30 0 134
Total Volume 142 476 111 0 729 107 503 133 0 743 87 264 77 0 428 80 320 93 0 493
% App. Total 19.5 65.3 15.2 0 14.4 67.7 17.9 0 20.3 61.7 18 0 16.2 64.9 18.9 0
PHF .910 .692 .957 .000 .786 .743 .801 .773 .000 .804 .680 .759 .740 .000 .748 .833 .851 .775 .000 .920
Hitt Road (25th Street) 17th Street 17th Street Hitt Road (25th Street)
Right
142
Thru
476
Left
111
Peds
0
In - Peak Hour: 07:45 AM
729 Right107 Thru503 Left133 Peds0 In - Peak Hour: 07:45 AM743 Left
77
Thru
264
Right
87
Peds
0
In - Peak Hour: 08:00 AM
428 Left93 Thru320 Right80 Peds0 In - Peak Hour: 08:00 AM493 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Hitt Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
17th Street
From East
Hitt Road (25th Street)
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 73 160 55 0 288 38 126 52 0 216 58 169 76 0 303 59 174 81 0 314 1121
05:00 PM 49 143 44 0 236 48 138 53 0 239 62 181 65 0 308 56 198 85 0 339 1122
05:15 PM 63 150 68 0 281 50 137 50 0 237 49 185 62 0 296 75 200 83 0 358 1172
05:30 PM 31 148 52 0 231 38 122 54 0 214 55 191 60 0 306 68 162 100 0 330 1081
Total Volume 216 601 219 0 1036 174 523 209 0 906 224 726 263 0 1213 258 734 349 0 1341 4496
% App. Total 20.8 58 21.1 0 19.2 57.7 23.1 0 18.5 59.9 21.7 0 19.2 54.7 26 0
PHF .740 .939 .805 .000 .899 .870 .947 .968 .000 .948 .903 .950 .865 .000 .985 .860 .918 .873 .000 .936 .959
Hitt Road (25th Street) 17th Street 17th Street Hitt Road (25th Street)
Right
216
Thru
601
Left
219
Peds
0
InOut Total
1249 1036 2285 Right174 Thru523 Left209 Peds0 OutTotalIn1177 906 2083 Left
263
Thru
726
Right
224
Peds
0
Out TotalIn
1068 1213 2281 Left349 Thru734 Right258 Peds0 TotalOutIn1002 1341 2343 Peak Hour Begins at 04:45 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Hitt Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
17th Street
From East
Hitt Road (25th Street)
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:30 PM 04:45 PM 05:00 PM 04:45 PM
+0 mins.57 127 49 0 233 38 126 52 0 216 62 181 65 0 308 59 174 81 0 314
+15 mins.73 160 55 0 288 48 138 53 0 239 49 185 62 0 296 56 198 85 0 339
+30 mins.49 143 44 0 236 50 137 50 0 237 55 191 60 0 306 75 200 83 0 358
+45 mins.63 150 68 0 281 38 122 54 0 214 50 182 72 0 304 68 162 100 0 330
Total Volume 242 580 216 0 1038 174 523 209 0 906 216 739 259 0 1214 258 734 349 0 1341
% App. Total 23.3 55.9 20.8 0 19.2 57.7 23.1 0 17.8 60.9 21.3 0 19.2 54.7 26 0
PHF .829 .906 .794 .000 .901 .870 .947 .968 .000 .948 .871 .967 .899 .000 .985 .860 .918 .873 .000 .936
Hitt Road (25th Street) 17th Street 17th Street Hitt Road (25th Street)
Right
242
Thru
580
Left
216
Peds
0
In - Peak Hour: 04:30 PM
1038 Right174 Thru523 Left209 Peds0 In - Peak Hour: 04:45 PM906 Left
259
Thru
739
Right
216
Peds
0
In - Peak Hour: 05:00 PM
1214 Left349 Thru734 Right258 Peds0 In - Peak Hour: 04:45 PM1341 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Hitt Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Hitt Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Signalized
Groups Printed- General Traffic
Hitt Road (25th Street)
From North
Sunnyside Road
From East
Hitt Road (25th Street)
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 24 12 8 0 44 9 91 8 0 108 4 17 9 0 30 8 38 18 1 65 247
07:15 AM 28 12 6 0 46 18 121 12 0 151 8 14 16 0 38 10 45 12 0 67 302
07:30 AM 51 18 16 19 104 15 184 10 1 210 13 29 23 0 65 21 67 25 0 113 492
07:45 AM 55 37 16 2 110 18 225 12 0 255 6 38 44 0 88 25 81 43 0 149 602
Total 158 79 46 21 304 60 621 42 1 724 31 98 92 0 221 64 231 98 1 394 1643
08:00 AM 52 21 17 19 109 21 164 15 1 201 17 24 42 1 84 25 59 23 0 107 501
08:15 AM 29 24 15 2 70 14 179 9 0 202 12 34 20 0 66 25 74 37 0 136 474
08:30 AM 43 33 19 0 95 20 143 14 0 177 11 31 28 0 70 24 79 44 0 147 489
08:45 AM 45 28 10 0 83 24 165 21 0 210 14 50 31 0 95 31 66 57 0 154 542
Total 169 106 61 21 357 79 651 59 1 790 54 139 121 1 315 105 278 161 0 544 2006
------
04:00 PM 70 57 52 0 179 42 134 24 0 200 21 71 49 0 141 52 175 90 0 317 837
04:15 PM 68 57 44 0 169 31 139 14 0 184 19 65 41 0 125 46 151 92 0 289 767
04:30 PM 54 62 41 1 158 36 124 19 0 179 13 70 48 0 131 41 194 105 0 340 808
04:45 PM 69 61 54 0 184 39 137 20 0 196 26 82 55 0 163 51 193 94 0 338 881
Total 261 237 191 1 690 148 534 77 0 759 79 288 193 0 560 190 713 381 0 1284 3293
05:00 PM 64 70 46 0 180 49 144 19 0 212 28 77 53 0 158 58 221 87 0 366 916
05:15 PM 69 77 57 1 204 37 148 26 0 211 40 73 30 0 143 59 236 109 0 404 962
05:30 PM 65 71 57 1 194 31 133 24 0 188 41 75 45 0 161 60 199 105 0 364 907
05:45 PM 65 68 57 0 190 31 129 25 0 185 31 58 40 0 129 53 217 77 0 347 851
Total 263 286 217 2 768 148 554 94 0 796 140 283 168 0 591 230 873 378 0 1481 3636
Grand Total 851 708 515 45 2119 435 2360 272 2 3069 304 808 574 1 1687 589 2095 1018 1 3703 10578
Apprch %40.2 33.4 24.3 2.1 14.2 76.9 8.9 0.1 18 47.9 34 0.1 15.9 56.6 27.5 0
Total %8 6.7 4.9 0.4 20 4.1 22.3 2.6 0 29 2.9 7.6 5.4 0 15.9 5.6 19.8 9.6 0 35
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Hitt Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street) Sunnyside Road Sunnyside Road Hitt Road (25th Street)
Right
851
Thru
708
Left
515
Peds
45
InOut Total
2261 2119 4380 Right435 Thru2360 Left272 Peds2 OutTotalIn2914 3069 5983 Left
574
Thru
808
Right
304
Peds
1
Out TotalIn
1569 1687 3256 Left1018 Thru2095 Right589 Peds1 TotalOutIn3785 3703 7488 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Hitt Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
Sunnyside Road
From East
Hitt Road (25th Street)
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 51 18 16 19 104 15 184 10 1 210 13 29 23 0 65 21 67 25 0 113 492
07:45 AM 55 37 16 2 110 18 225 12 0 255 6 38 44 0 88 25 81 43 0 149 602
08:00 AM 52 21 17 19 109 21 164 15 1 201 17 24 42 1 84 25 59 23 0 107 501
08:15 AM 29 24 15 2 70 14 179 9 0 202 12 34 20 0 66 25 74 37 0 136 474
Total Volume 187 100 64 42 393 68 752 46 2 868 48 125 129 1 303 96 281 128 0 505 2069
% App. Total 47.6 25.4 16.3 10.7 7.8 86.6 5.3 0.2 15.8 41.3 42.6 0.3 19 55.6 25.3 0
PHF .850 .676 .941 .553 .893 .810 .836 .767 .500 .851 .706 .822 .733 .250 .861 .960 .867 .744 .000 .847 .859
Hitt Road (25th Street) Sunnyside Road Sunnyside Road Hitt Road (25th Street)
Right
187
Thru
100
Left
64
Peds
42
InOut Total
321 393 714 Right68 Thru752 Left46 Peds2 OutTotalIn393 868 1261 Left
129
Thru
125
Right
48
Peds
1
Out TotalIn
242 303 545 Left128 Thru281 Right96 Peds0 TotalOutIn1068 505 1573 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Hitt Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
Sunnyside Road
From East
Hitt Road (25th Street)
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 08:00 AM 08:00 AM
+0 mins.51 18 16 19 104 15 184 10 1 210 17 24 42 1 84 25 59 23 0 107
+15 mins.55 37 16 2 110 18 225 12 0 255 12 34 20 0 66 25 74 37 0 136
+30 mins.52 21 17 19 109 21 164 15 1 201 11 31 28 0 70 24 79 44 0 147
+45 mins.29 24 15 2 70 14 179 9 0 202 14 50 31 0 95 31 66 57 0 154
Total Volume 187 100 64 42 393 68 752 46 2 868 54 139 121 1 315 105 278 161 0 544
% App. Total 47.6 25.4 16.3 10.7 7.8 86.6 5.3 0.2 17.1 44.1 38.4 0.3 19.3 51.1 29.6 0
PHF .850 .676 .941 .553 .893 .810 .836 .767 .500 .851 .794 .695 .720 .250 .829 .847 .880 .706 .000 .883
Hitt Road (25th Street) Sunnyside Road Sunnyside Road Hitt Road (25th Street)
Right
187
Thru
100
Left
64
Peds
42
In - Peak Hour: 07:30 AM
393 Right68 Thru752 Left46 Peds2 In - Peak Hour: 07:30 AM868 Left
121
Thru
139
Right
54
Peds
1
In - Peak Hour: 08:00 AM
315 Left161 Thru278 Right105 Peds0 In - Peak Hour: 08:00 AM544 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Hitt Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
Sunnyside Road
From East
Hitt Road (25th Street)
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 69 61 54 0 184 39 137 20 0 196 26 82 55 0 163 51 193 94 0 338 881
05:00 PM 64 70 46 0 180 49 144 19 0 212 28 77 53 0 158 58 221 87 0 366 916
05:15 PM 69 77 57 1 204 37 148 26 0 211 40 73 30 0 143 59 236 109 0 404 962
05:30 PM 65 71 57 1 194 31 133 24 0 188 41 75 45 0 161 60 199 105 0 364 907
Total Volume 267 279 214 2 762 156 562 89 0 807 135 307 183 0 625 228 849 395 0 1472 3666
% App. Total 35 36.6 28.1 0.3 19.3 69.6 11 0 21.6 49.1 29.3 0 15.5 57.7 26.8 0
PHF .967 .906 .939 .500 .934 .796 .949 .856 .000 .952 .823 .936 .832 .000 .959 .950 .899 .906 .000 .911 .953
Hitt Road (25th Street) Sunnyside Road Sunnyside Road Hitt Road (25th Street)
Right
267
Thru
279
Left
214
Peds
2
InOut Total
858 762 1620 Right156 Thru562 Left89 Peds0 OutTotalIn1198 807 2005 Left
183
Thru
307
Right
135
Peds
0
Out TotalIn
596 625 1221 Left395 Thru849 Right228 Peds0 TotalOutIn1012 1472 2484 Peak Hour Begins at 04:45 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Hitt Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Signalized
Hitt Road (25th Street)
From North
Sunnyside Road
From East
Hitt Road (25th Street)
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 04:45 PM 04:45 PM 05:00 PM
+0 mins.64 70 46 0 180 39 137 20 0 196 26 82 55 0 163 58 221 87 0 366
+15 mins.69 77 57 1 204 49 144 19 0 212 28 77 53 0 158 59 236 109 0 404
+30 mins.65 71 57 1 194 37 148 26 0 211 40 73 30 0 143 60 199 105 0 364
+45 mins.65 68 57 0 190 31 133 24 0 188 41 75 45 0 161 53 217 77 0 347
Total Volume 263 286 217 2 768 156 562 89 0 807 135 307 183 0 625 230 873 378 0 1481
% App. Total 34.2 37.2 28.3 0.3 19.3 69.6 11 0 21.6 49.1 29.3 0 15.5 58.9 25.5 0
PHF .953 .929 .952 .500 .941 .796 .949 .856 .000 .952 .823 .936 .832 .000 .959 .958 .925 .867 .000 .916
Hitt Road (25th Street) Sunnyside Road Sunnyside Road Hitt Road (25th Street)
Right
263
Thru
286
Left
217
Peds
2
In - Peak Hour: 05:00 PM
768 Right156 Thru562 Left89 Peds0 In - Peak Hour: 04:45 PM807 Left
183
Thru
307
Right
135
Peds
0
In - Peak Hour: 04:45 PM
625 Left378 Thru873 Right230 Peds0 In - Peak Hour: 05:00 PM1481 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Hitt Road (25th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Hitt Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Signalized
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Ammon Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Groups Printed- General Traffic - Turns
Ammon Road
From North
Lincoln Road
From East
Ammon Road
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 26 42 4 0 72 10 45 12 1 68 2 41 27 0 70 8 22 17 0 47 257
07:15 AM 32 53 2 0 87 4 57 19 0 80 10 59 47 0 116 8 19 17 0 44 327
07:30 AM 51 76 4 1 132 9 87 23 0 119 11 86 53 0 150 16 24 20 0 60 461
07:45 AM 53 92 2 0 147 13 100 24 0 137 15 69 46 0 130 19 25 24 0 68 482
Total 162 263 12 1 438 36 289 78 1 404 38 255 173 0 466 51 90 78 0 219 1527
08:00 AM 60 84 1 0 145 7 88 14 0 109 12 71 36 0 119 18 20 20 0 58 431
08:15 AM 30 82 9 0 121 9 52 12 0 73 7 44 21 0 72 18 26 20 0 64 330
08:30 AM 32 94 4 0 130 3 51 9 0 63 11 30 30 0 71 11 23 13 0 47 311
08:45 AM 44 113 3 0 160 13 83 14 0 110 16 48 27 0 91 15 27 25 1 68 429
Total 166 373 17 0 556 32 274 49 0 355 46 193 114 0 353 62 96 78 1 237 1501
------
04:00 PM 33 78 5 0 116 6 48 14 0 68 19 84 20 0 123 40 53 21 0 114 421
04:15 PM 36 95 0 0 131 3 40 14 0 57 37 107 30 0 174 52 61 45 0 158 520
04:30 PM 41 109 2 0 152 6 55 20 0 81 18 83 26 0 127 40 86 40 0 166 526
04:45 PM 40 100 3 0 143 14 43 19 0 76 25 103 37 0 165 61 91 42 0 194 578
Total 150 382 10 0 542 29 186 67 0 282 99 377 113 0 589 193 291 148 0 632 2045
05:00 PM 65 121 2 0 188 11 53 17 0 81 29 112 19 0 160 72 127 45 0 244 673
05:15 PM 44 84 1 0 129 9 47 17 0 73 46 121 28 0 195 89 130 45 0 264 661
05:30 PM 71 120 3 0 194 16 61 22 0 99 41 120 18 0 179 54 126 37 0 217 689
05:45 PM 46 143 6 0 195 11 48 20 0 79 41 149 21 0 211 40 118 36 0 194 679
Total 226 468 12 0 706 47 209 76 0 332 157 502 86 0 745 255 501 163 0 919 2702
Grand Total 704 1486 51 1 2242 144 958 270 1 1373 340 1327 486 0 2153 561 978 467 1 2007 7775
Apprch %31.4 66.3 2.3 0 10.5 69.8 19.7 0.1 15.8 61.6 22.6 0 28 48.7 23.3 0
Total %9.1 19.1 0.7 0 28.8 1.9 12.3 3.5 0 17.7 4.4 17.1 6.3 0 27.7 7.2 12.6 6 0 25.8
General Traffic 704 1486 50 1 2241 144 958 270 1 1373 340 1327 483 0 2150 561 978 464 1 2004 7768
% General Traffic 100 100 98 100 100 100 100 100 100 100 100 100 99.4 0 99.9 100 100 99.4 100 99.9 99.9
U-Turns 0 0 1 0 1 0 0 0 0 0 0 0 3 0 3 0 0 3 0 3 7
% U-Turns 0 0 2 0 0 0 0 0 0 0 0 0 0.6 0 0.1 0 0 0.6 0 0.1 0.1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Ammon Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Ammon Road Lincoln Road Lincoln Road Ammon Road
Right
704
0
704
Thru
1486
0
1486
Left
50
1
51
Peds
1
0
1
InOut Total
1935 2241 4176
3 1 4
1938 4180 2242 Right144 0 144 Thru958 0 958 Left270 0 270 Peds1 0 1 OutTotalIn1368 1373 2741 1 0 1 1369 2742 1373 Left
483
3
486
Thru
1327
0
1327
Right
340
0
340
Peds
0
0
0
Out TotalIn
2317 2150 4467
0 3 3
2317 4470 2153 Left464 3 467 Thru978 0 978 Right561 0 561 Peds1 0 1 TotalOutIn2145 2004 4149 3 3 6 2148 4155 2007 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
U-Turns
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Ammon Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Ammon Road
From North
Lincoln Road
From East
Ammon Road
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 51 76 4 1 132 9 87 23 0 119 11 86 53 0 150 16 24 20 0 60 461
07:45 AM 53 92 2 0 147 13 100 24 0 137 15 69 46 0 130 19 25 24 0 68 482
08:00 AM 60 84 1 0 145 7 88 14 0 109 12 71 36 0 119 18 20 20 0 58 431
08:15 AM 30 82 9 0 121 9 52 12 0 73 7 44 21 0 72 18 26 20 0 64 330
Total Volume 194 334 16 1 545 38 327 73 0 438 45 270 156 0 471 71 95 84 0 250 1704
% App. Total 35.6 61.3 2.9 0.2 8.7 74.7 16.7 0 9.6 57.3 33.1 0 28.4 38 33.6 0
PHF .808 .908 .444 .250 .927 .731 .818 .760 .000 .799 .750 .785 .736 .000 .785 .934 .913 .875 .000 .919 .884
General Traffic 194 334 15 1 544 38 327 73 0 438 45 270 155 0 470 71 95 84 0 250 1702
% General Traffic 100 100 93.8 100 99.8 100 100 100 0 100 100 100 99.4 0 99.8 100 100 100 0 100 99.9
U-Turns 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 2
% U-Turns 0 0 6.3 0 0.2 0 0 0 0 0 0 0 0.6 0 0.2 0 0 0 0 0 0.1
Ammon Road Lincoln Road Lincoln Road Ammon Road
Right
194
0
194
Thru
334
0
334
Left
15
1
16
Peds
1
0
1
InOut Total
392 544 936
0 1 1
392 937 545 Right38 0 38 Thru327 0 327 Left73 0 73 Peds0 0 0 OutTotalIn155 438 593 1 0 1 156 594 438 Left
155
1
156
Thru
270
0
270
Right
45
0
45
Peds
0
0
0
Out TotalIn
478 470 948
0 1 1
478 949 471 Left84 0 84 Thru95 0 95 Right71 0 71 Peds0 0 0 TotalOutIn676 250 926 1 0 1 677 927 250 Peak Hour Begins at 07:30 AM
General Traffic
U-Turns
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Ammon Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Ammon Road
From North
Lincoln Road
From East
Ammon Road
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:00 AM 07:15 AM 07:15 AM 07:30 AM
+0 mins.60 84 1 0 145 4 57 19 0 80 10 59 47 0 116 16 24 20 0 60
+15 mins.30 82 9 0 121 9 87 23 0 119 11 86 53 0 150 19 25 24 0 68
+30 mins.32 94 4 0 130 13 100 24 0 137 15 69 46 0 130 18 20 20 0 58
+45 mins.44 113 3 0 160 7 88 14 0 109 12 71 36 0 119 18 26 20 0 64
Total Volume 166 373 17 0 556 33 332 80 0 445 48 285 182 0 515 71 95 84 0 250
% App. Total 29.9 67.1 3.1 0 7.4 74.6 18 0 9.3 55.3 35.3 0 28.4 38 33.6 0
PHF .692 .825 .472 .000 .869 .635 .830 .833 .000 .812 .800 .828 .858 .000 .858 .934 .913 .875 .000 .919
General Traffic 166 373 16 0 555 33 332 80 0 445 48 285 182 0 515 71 95 84 0 250
% General Traffic 100 100 94.
1 0 99.8 100 100 100 0 100 100 100 100 0 100 100 100 100 0 100
U-Turns 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% U-Turns 0 0 5.9 0 0.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Ammon Road Lincoln Road Lincoln Road Ammon Road
Right
166
0
166
Thru
373
0
373
Left
16
1
17
Peds
0
0
0
In - Peak Hour: 08:00 AM
555
1
556 Right33 0 33 Thru332 0 332 Left80 0 80 Peds0 0 0 In - Peak Hour: 07:15 AM445 0 445 Left
182
0
182
Thru
285
0
285
Right
48
0
48
Peds
0
0
0
In - Peak Hour: 07:15 AM
515
0
515 Left84 0 84 Thru95 0 95 Right71 0 71 Peds0 0 0 In - Peak Hour: 07:30 AM250 0 250 General Traffic
U-Turns
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Ammon Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Ammon Road
From North
Lincoln Road
From East
Ammon Road
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 65 121 2 0 188 11 53 17 0 81 29 112 19 0 160 72 127 45 0 244 673
05:15 PM 44 84 1 0 129 9 47 17 0 73 46 121 28 0 195 89 130 45 0 264 661
05:30 PM 71 120 3 0 194 16 61 22 0 99 41 120 18 0 179 54 126 37 0 217 689
05:45 PM 46 143 6 0 195 11 48 20 0 79 41 149 21 0 211 40 118 36 0 194 679
Total Volume 226 468 12 0 706 47 209 76 0 332 157 502 86 0 745 255 501 163 0 919 2702
% App. Total 32 66.3 1.7 0 14.2 63 22.9 0 21.1 67.4 11.5 0 27.7 54.5 17.7 0
PHF .796 .818 .500 .000 .905 .734 .857 .864 .000 .838 .853 .842 .768 .000 .883 .716 .963 .906 .000 .870 .980
General Traffic 226 468 12 0 706 47 209 76 0 332 157 502 86 0 745 255 501 163 0 919 2702
% General Traffic 100 100 100 0 100 100 100 100 0 100 100 100 100 0 100 100 100 100 0 100 100
U-Turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% U-Turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Ammon Road Lincoln Road Lincoln Road Ammon Road
Right
226
0
226
Thru
468
0
468
Left
12
0
12
Peds
0
0
0
InOut Total
712 706 1418
0 0 0
712 1418 706 Right47 0 47 Thru209 0 209 Left76 0 76 Peds0 0 0 OutTotalIn670 332 1002 0 0 0 670 1002 332 Left
86
0
86
Thru
502
0
502
Right
157
0
157
Peds
0
0
0
Out TotalIn
799 745 1544
0 0 0
799 1544 745 Left163 0 163 Thru501 0 501 Right255 0 255 Peds0 0 0 TotalOutIn521 919 1440 0 0 0 521 1440 919 Peak Hour Begins at 05:00 PM
General Traffic
U-Turns
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Ammon Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Ammon Road
From North
Lincoln Road
From East
Ammon Road
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 04:45 PM
+0 mins.65 121 2 0 188 11 53 17 0 81 29 112 19 0 160 61 91 42 0 194
+15 mins.44 84 1 0 129 9 47 17 0 73 46 121 28 0 195 72 127 45 0 244
+30 mins.71 120 3 0 194 16 61 22 0 99 41 120 18 0 179 89 130 45 0 264
+45 mins.46 143 6 0 195 11 48 20 0 79 41 149 21 0 211 54 126 37 0 217
Total Volume 226 468 12 0 706 47 209 76 0 332 157 502 86 0 745 276 474 169 0 919
% App. Total 32 66.3 1.7 0 14.2 63 22.9 0 21.1 67.4 11.5 0 30 51.6 18.4 0
PHF .796 .818 .500 .000 .905 .734 .857 .864 .000 .838 .853 .842 .768 .000 .883 .775 .912 .939 .000 .870
General Traffic 226 468 12 0 706 47 209 76 0 332 157 502 86 0 745 276 474 169 0 919
% General Traffic 100 100 100 0 100 100 100 100 0 100 100 100 100 0 100 100 100 100 0 100
U-Turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
% U-Turns 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Ammon Road Lincoln Road Lincoln Road Ammon Road
Right
226
0
226
Thru
468
0
468
Left
12
0
12
Peds
0
0
0
In - Peak Hour: 05:00 PM
706
0
706 Right47 0 47 Thru209 0 209 Left76 0 76 Peds0 0 0 In - Peak Hour: 05:00 PM332 0 332 Left
86
0
86
Thru
502
0
502
Right
157
0
157
Peds
0
0
0
In - Peak Hour: 05:00 PM
745
0
745 Left169 0 169 Thru474 0 474 Right276 0 276 Peds0 0 0 In - Peak Hour: 04:45 PM919 0 919 General Traffic
U-Turns
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Ammon Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Ammon Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Groups Printed- General Traffic
Ammon Road
From North
1st Street
From East
Ammon Road
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 16 46 3 0 65 12 40 22 0 74 5 38 5 0 48 3 10 8 0 21 208
07:15 AM 15 54 6 0 75 16 56 32 0 104 7 60 18 0 85 5 12 15 0 32 296
07:30 AM 20 89 6 0 115 24 66 35 0 125 8 83 26 0 117 6 29 18 0 53 410
07:45 AM 29 129 10 0 168 14 72 51 0 137 5 77 26 0 108 14 37 15 0 66 479
Total 80 318 25 0 423 66 234 140 0 440 25 258 75 0 358 28 88 56 0 172 1393
08:00 AM 30 93 4 0 127 20 73 42 0 135 11 56 24 0 91 10 26 11 0 47 400
08:15 AM 31 92 10 0 133 10 43 26 0 79 11 46 18 0 75 12 20 17 0 49 336
08:30 AM 18 94 4 0 116 4 57 29 0 90 6 54 12 0 72 20 29 15 0 64 342
08:45 AM 17 113 6 0 136 15 72 24 0 111 10 65 15 0 90 14 16 11 0 41 378
Total 96 392 24 0 512 49 245 121 0 415 38 221 69 0 328 56 91 54 0 201 1456
------
04:00 PM 21 86 11 0 118 12 50 23 0 85 29 93 26 0 148 23 76 44 0 143 494
04:15 PM 18 105 23 0 146 6 53 33 0 92 20 113 18 0 151 16 72 31 0 119 508
04:30 PM 28 106 18 0 152 8 57 42 0 107 33 113 12 0 158 24 59 15 0 98 515
04:45 PM 36 97 23 0 156 10 69 34 0 113 26 111 20 0 157 23 81 27 0 131 557
Total 103 394 75 0 572 36 229 132 0 397 108 430 76 0 614 86 288 117 0 491 2074
05:00 PM 24 90 33 0 147 13 61 26 0 100 25 107 21 0 153 26 93 56 0 175 575
05:15 PM 21 111 17 0 149 14 57 29 0 100 20 132 18 0 170 28 91 41 0 160 579
05:30 PM 21 99 16 0 136 10 72 25 0 107 34 111 17 0 162 23 122 40 0 185 590
05:45 PM 42 56 18 0 116 11 60 39 0 110 28 129 20 0 177 24 98 32 0 154 557
Total 108 356 84 0 548 48 250 119 0 417 107 479 76 0 662 101 404 169 0 674 2301
Grand Total 387 1460 208 0 2055 199 958 512 0 1669 278 1388 296 0 1962 271 871 396 0 1538 7224
Apprch %18.8 71 10.1 0 11.9 57.4 30.7 0 14.2 70.7 15.1 0 17.6 56.6 25.7 0
Total %5.4 20.2 2.9 0 28.4 2.8 13.3 7.1 0 23.1 3.8 19.2 4.1 0 27.2 3.8 12.1 5.5 0 21.3
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Ammon Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road 1st Street 1st Street Ammon Road
Right
387
Thru
1460
Left
208
Peds
0
InOut Total
1983 2055 4038 Right199 Thru958 Left512 Peds0 OutTotalIn1357 1669 3026 Left
296
Thru
1388
Right
278
Peds
0
Out TotalIn
2243 1962 4205 Left396 Thru871 Right271 Peds0 TotalOutIn1641 1538 3179 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Ammon Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road
From North
1st Street
From East
Ammon Road
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 20 89 6 0 115 24 66 35 0 125 8 83 26 0 117 6 29 18 0 53 410
07:45 AM 29 129 10 0 168 14 72 51 0 137 5 77 26 0 108 14 37 15 0 66 479
08:00 AM 30 93 4 0 127 20 73 42 0 135 11 56 24 0 91 10 26 11 0 47 400
08:15 AM 31 92 10 0 133 10 43 26 0 79 11 46 18 0 75 12 20 17 0 49 336
Total Volume 110 403 30 0 543 68 254 154 0 476 35 262 94 0 391 42 112 61 0 215 1625
% App. Total 20.3 74.2 5.5 0 14.3 53.4 32.4 0 9 67 24 0 19.5 52.1 28.4 0
PHF .887 .781 .750 .000 .808 .708 .870 .755 .000 .869 .795 .789 .904 .000 .835 .750 .757 .847 .000 .814 .848
Ammon Road 1st Street 1st Street Ammon Road
Right
110
Thru
403
Left
30
Peds
0
InOut Total
391 543 934 Right68 Thru254 Left154 Peds0 OutTotalIn177 476 653 Left
94
Thru
262
Right
35
Peds
0
Out TotalIn
599 391 990 Left61 Thru112 Right42 Peds0 TotalOutIn458 215 673 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Ammon Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road
From North
1st Street
From East
Ammon Road
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:45 AM 07:15 AM 07:15 AM 07:45 AM
+0 mins.29 129 10 0 168 16 56 32 0 104 7 60 18 0 85 14 37 15 0 66
+15 mins.30 93 4 0 127 24 66 35 0 125 8 83 26 0 117 10 26 11 0 47
+30 mins.31 92 10 0 133 14 72 51 0 137 5 77 26 0 108 12 20 17 0 49
+45 mins.18 94 4 0 116 20 73 42 0 135 11 56 24 0 91 20 29 15 0 64
Total Volume 108 408 28 0 544 74 267 160 0 501 31 276 94 0 401 56 112 58 0 226
% App. Total 19.9 75 5.1 0 14.8 53.3 31.9 0 7.7 68.8 23.4 0 24.8 49.6 25.7 0
PHF .871 .791 .700 .000 .810 .771 .914 .784 .000 .914 .705 .831 .904 .000 .857 .700 .757 .853 .000 .856
Ammon Road 1st Street 1st Street Ammon Road
Right
108
Thru
408
Left
28
Peds
0
In - Peak Hour: 07:45 AM
544 Right74 Thru267 Left160 Peds0 In - Peak Hour: 07:15 AM501 Left
94
Thru
276
Right
31
Peds
0
In - Peak Hour: 07:15 AM
401 Left58 Thru112 Right56 Peds0 In - Peak Hour: 07:45 AM226 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Ammon Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road
From North
1st Street
From East
Ammon Road
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 36 97 23 0 156 10 69 34 0 113 26 111 20 0 157 23 81 27 0 131 557
05:00 PM 24 90 33 0 147 13 61 26 0 100 25 107 21 0 153 26 93 56 0 175 575
05:15 PM 21 111 17 0 149 14 57 29 0 100 20 132 18 0 170 28 91 41 0 160 579
05:30 PM 21 99 16 0 136 10 72 25 0 107 34 111 17 0 162 23 122 40 0 185 590
Total Volume 102 397 89 0 588 47 259 114 0 420 105 461 76 0 642 100 387 164 0 651 2301
% App. Total 17.3 67.5 15.1 0 11.2 61.7 27.1 0 16.4 71.8 11.8 0 15.4 59.4 25.2 0
PHF .708 .894 .674 .000 .942 .839 .899 .838 .000 .929 .772 .873 .905 .000 .944 .893 .793 .732 .000 .880 .975
Ammon Road 1st Street 1st Street Ammon Road
Right
102
Thru
397
Left
89
Peds
0
InOut Total
672 588 1260 Right47 Thru259 Left114 Peds0 OutTotalIn581 420 1001 Left
76
Thru
461
Right
105
Peds
0
Out TotalIn
611 642 1253 Left164 Thru387 Right100 Peds0 TotalOutIn437 651 1088 Peak Hour Begins at 04:45 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Ammon Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road
From North
1st Street
From East
Ammon Road
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:30 PM 04:30 PM 05:00 PM 05:00 PM
+0 mins.28 106 18 0 152 8 57 42 0 107 25 107 21 0 153 26 93 56 0 175
+15 mins.36 97 23 0 156 10 69 34 0 113 20 132 18 0 170 28 91 41 0 160
+30 mins.24 90 33 0 147 13 61 26 0 100 34 111 17 0 162 23 122 40 0 185
+45 mins.21 111 17 0 149 14 57 29 0 100 28 129 20 0 177 24 98 32 0 154
Total Volume 109 404 91 0 604 45 244 131 0 420 107 479 76 0 662 101 404 169 0 674
% App. Total 18 66.9 15.1 0 10.7 58.1 31.2 0 16.2 72.4 11.5 0 15 59.9 25.1 0
PHF .757 .910 .689 .000 .968 .804 .884 .780 .000 .929 .787 .907 .905 .000 .935 .902 .828 .754 .000 .911
Ammon Road 1st Street 1st Street Ammon Road
Right
109
Thru
404
Left
91
Peds
0
In - Peak Hour: 04:30 PM
604 Right45 Thru244 Left131 Peds0 In - Peak Hour: 04:30 PM420 Left
76
Thru
479
Right
107
Peds
0
In - Peak Hour: 05:00 PM
662 Left169 Thru404 Right101 Peds0 In - Peak Hour: 05:00 PM674 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Ammon Rd / 1st Street
City, State: Ammon, Idaho
Control: Signalized
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Ammon Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Groups Printed- General Traffic
Ammon Road
From North
17th Street
From East
Ammon Road
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 4 23 19 0 46 22 50 3 0 75 5 43 13 0 61 3 22 6 0 31 213
07:15 AM 11 9 15 0 35 25 59 1 1 86 7 60 21 0 88 2 49 17 0 68 277
07:30 AM 12 23 26 1 62 43 73 3 2 121 9 94 22 0 125 5 59 20 1 85 393
07:45 AM 7 29 24 1 61 81 105 14 0 200 16 122 21 0 159 4 64 30 0 98 518
Total 34 84 84 2 204 171 287 21 3 482 37 319 77 0 433 14 194 73 1 282 1401
08:00 AM 13 17 29 0 59 53 77 5 0 135 10 88 18 0 116 3 43 24 0 70 380
08:15 AM 17 23 19 1 60 44 64 12 0 120 8 68 18 0 94 11 42 34 0 87 361
08:30 AM 10 29 12 0 51 63 61 7 1 132 7 70 16 0 93 2 53 13 0 68 344
08:45 AM 12 41 23 1 77 58 70 13 0 141 6 85 24 0 115 8 56 29 0 93 426
Total 52 110 83 2 247 218 272 37 1 528 31 311 76 0 418 24 194 100 0 318 1511
------
04:00 PM 44 103 81 0 228 46 66 12 0 124 12 59 15 0 86 21 76 28 0 125 563
04:15 PM 26 92 68 1 187 72 68 6 1 147 7 51 8 0 66 16 78 31 2 127 527
04:30 PM 33 85 93 0 211 58 66 14 0 138 10 76 18 0 104 20 89 39 0 148 601
04:45 PM 35 88 75 0 198 70 75 22 0 167 7 85 15 0 107 26 76 39 0 141 613
Total 138 368 317 1 824 246 275 54 1 576 36 271 56 0 363 83 319 137 2 541 2304
05:00 PM 35 120 95 0 250 50 70 19 0 139 8 74 16 0 98 36 101 26 0 163 650
05:15 PM 50 149 109 0 308 55 78 22 0 155 10 89 12 0 111 22 87 36 1 146 720
05:30 PM 36 102 102 0 240 53 63 14 0 130 9 76 14 0 99 36 85 33 2 156 625
05:45 PM 45 107 79 0 231 79 91 25 0 195 10 79 15 0 104 30 67 35 0 132 662
Total 166 478 385 0 1029 237 302 80 0 619 37 318 57 0 412 124 340 130 3 597 2657
Grand Total 390 1040 869 5 2304 872 1136 192 5 2205 141 1219 266 0 1626 245 1047 440 6 1738 7873
Apprch %16.9 45.1 37.7 0.2 39.5 51.5 8.7 0.2 8.7 75 16.4 0 14.1 60.2 25.3 0.3
Total %5 13.2 11 0.1 29.3 11.1 14.4 2.4 0.1 28 1.8 15.5 3.4 0 20.7 3.1 13.3 5.6 0.1 22.1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Ammon Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road 17th Street 17th Street Ammon Road
Right
390
Thru
1040
Left
869
Peds
5
InOut Total
2531 2304 4835 Right872 Thru1136 Left192 Peds5 OutTotalIn2057 2205 4262 Left
266
Thru
1219
Right
141
Peds
0
Out TotalIn
1477 1626 3103 Left440 Thru1047 Right245 Peds6 TotalOutIn1792 1738 3530 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Ammon Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road
From North
17th Street
From East
Ammon Road
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 12 23 26 1 62 43 73 3 2 121 9 94 22 0 125 5 59 20 1 85 393
07:45 AM 7 29 24 1 61 81 105 14 0 200 16 122 21 0 159 4 64 30 0 98 518
08:00 AM 13 17 29 0 59 53 77 5 0 135 10 88 18 0 116 3 43 24 0 70 380
08:15 AM 17 23 19 1 60 44 64 12 0 120 8 68 18 0 94 11 42 34 0 87 361
Total Volume 49 92 98 3 242 221 319 34 2 576 43 372 79 0 494 23 208 108 1 340 1652
% App. Total 20.2 38 40.5 1.2 38.4 55.4 5.9 0.3 8.7 75.3 16 0 6.8 61.2 31.8 0.3
PHF .721 .793 .845 .750 .976 .682 .760 .607 .250 .720 .672 .762 .898 .000 .777 .523 .813 .794 .250 .867 .797
Ammon Road 17th Street 17th Street Ammon Road
Right
49
Thru
92
Left
98
Peds
3
InOut Total
701 242 943 Right221 Thru319 Left34 Peds2 OutTotalIn349 576 925 Left
79
Thru
372
Right
43
Peds
0
Out TotalIn
149 494 643 Left108 Thru208 Right23 Peds1 TotalOutIn447 340 787 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Ammon Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road
From North
17th Street
From East
Ammon Road
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:00 AM 07:45 AM 07:30 AM 07:30 AM
+0 mins.13 17 29 0 59 81 105 14 0 200 9 94 22 0 125 5 59 20 1 85
+15 mins.17 23 19 1 60 53 77 5 0 135 16 122 21 0 159 4 64 30 0 98
+30 mins.10 29 12 0 51 44 64 12 0 120 10 88 18 0 116 3 43 24 0 70
+45 mins.12 41 23 1 77 63 61 7 1 132 8 68 18 0 94 11 42 34 0 87
Total Volume 52 110 83 2 247 241 307 38 1 587 43 372 79 0 494 23 208 108 1 340
% App. Total 21.1 44.5 33.6 0.8 41.1 52.3 6.5 0.2 8.7 75.3 16 0 6.8 61.2 31.8 0.3
PHF .765 .671 .716 .500 .802 .744 .731 .679 .250 .734 .672 .762 .898 .000 .777 .523 .813 .794 .250 .867
Ammon Road 17th Street 17th Street Ammon Road
Right
52
Thru
110
Left
83
Peds
2
In - Peak Hour: 08:00 AM
247 Right241 Thru307 Left38 Peds1 In - Peak Hour: 07:45 AM587 Left
79
Thru
372
Right
43
Peds
0
In - Peak Hour: 07:30 AM
494 Left108 Thru208 Right23 Peds1 In - Peak Hour: 07:30 AM340 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Ammon Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road
From North
17th Street
From East
Ammon Road
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 35 120 95 0 250 50 70 19 0 139 8 74 16 0 98 36 101 26 0 163 650
05:15 PM 50 149 109 0 308 55 78 22 0 155 10 89 12 0 111 22 87 36 1 146 720
05:30 PM 36 102 102 0 240 53 63 14 0 130 9 76 14 0 99 36 85 33 2 156 625
05:45 PM 45 107 79 0 231 79 91 25 0 195 10 79 15 0 104 30 67 35 0 132 662
Total Volume 166 478 385 0 1029 237 302 80 0 619 37 318 57 0 412 124 340 130 3 597 2657
% App. Total 16.1 46.5 37.4 0 38.3 48.8 12.9 0 9 77.2 13.8 0 20.8 57 21.8 0.5
PHF .830 .802 .883 .000 .835 .750 .830 .800 .000 .794 .925 .893 .891 .000 .928 .861 .842 .903 .375 .916 .923
Ammon Road 17th Street 17th Street Ammon Road
Right
166
Thru
478
Left
385
Peds
0
InOut Total
685 1029 1714 Right237 Thru302 Left80 Peds0 OutTotalIn762 619 1381 Left
57
Thru
318
Right
37
Peds
0
Out TotalIn
682 412 1094 Left130 Thru340 Right124 Peds3 TotalOutIn525 597 1122 Peak Hour Begins at 05:00 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Ammon Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Ammon Road
From North
17th Street
From East
Ammon Road
From South
17th Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:30 PM 04:45 PM
+0 mins.35 120 95 0 250 50 70 19 0 139 10 76 18 0 104 26 76 39 0 141
+15 mins.50 149 109 0 308 55 78 22 0 155 7 85 15 0 107 36 101 26 0 163
+30 mins.36 102 102 0 240 53 63 14 0 130 8 74 16 0 98 22 87 36 1 146
+45 mins.45 107 79 0 231 79 91 25 0 195 10 89 12 0 111 36 85 33 2 156
Total Volume 166 478 385 0 1029 237 302 80 0 619 35 324 61 0 420 120 349 134 3 606
% App. Total 16.1 46.5 37.4 0 38.3 48.8 12.9 0 8.3 77.1 14.5 0 19.8 57.6 22.1 0.5
PHF .830 .802 .883 .000 .835 .750 .830 .800 .000 .794 .875 .910 .847 .000 .946 .833 .864 .859 .375 .929
Ammon Road 17th Street 17th Street Ammon Road
Right
166
Thru
478
Left
385
Peds
0
In - Peak Hour: 05:00 PM
1029 Right237 Thru302 Left80 Peds0 In - Peak Hour: 05:00 PM619 Left
61
Thru
324
Right
35
Peds
0
In - Peak Hour: 04:30 PM
420 Left134 Thru349 Right120 Peds3 In - Peak Hour: 04:45 PM606 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Ammon Rd / 17th Street
City, State: Ammon, Idaho
Control: Signalized
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Ammon Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Groups Printed- General Traffic
Ammon Road
From North
Sunnyside Road
From East
Ammon Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 42 19 8 1 70 5 45 0 0 50 0 12 5 0 17 4 17 11 0 32 169
07:15 AM 57 11 14 0 82 10 62 7 0 79 3 19 10 0 32 5 25 23 0 53 246
07:30 AM 72 25 14 3 114 7 100 6 0 113 1 27 31 0 59 6 39 31 0 76 362
07:45 AM 97 26 17 2 142 13 113 4 0 130 4 36 35 0 75 12 35 25 0 72 419
Total 268 81 53 6 408 35 320 17 0 372 8 94 81 0 183 27 116 90 0 233 1196
08:00 AM 76 34 18 0 128 17 75 3 0 95 1 36 19 1 57 10 35 20 0 65 345
08:15 AM 62 19 16 0 97 10 74 3 0 87 4 23 14 0 41 8 36 30 0 74 299
08:30 AM 69 19 9 0 97 14 66 3 0 83 1 24 23 0 48 9 33 25 0 67 295
08:45 AM 67 22 12 0 101 19 91 2 3 115 3 27 12 0 42 7 36 40 0 83 341
Total 274 94 55 0 423 60 306 11 3 380 9 110 68 1 188 34 140 115 0 289 1280
------
04:00 PM 47 39 23 0 109 21 52 6 0 79 3 25 25 0 53 30 86 67 0 183 424
04:15 PM 43 30 17 0 90 18 54 6 1 79 6 29 27 0 62 27 72 64 1 164 395
04:30 PM 58 41 15 0 114 27 64 0 1 92 4 35 21 1 61 26 88 74 0 188 455
04:45 PM 55 36 24 0 115 13 84 3 0 100 2 45 50 0 97 35 107 78 0 220 532
Total 203 146 79 0 428 79 254 15 2 350 15 134 123 1 273 118 353 283 1 755 1806
05:00 PM 56 31 20 0 107 22 72 3 0 97 4 25 27 0 56 37 118 98 0 253 513
05:15 PM 47 46 24 0 117 17 60 3 0 80 7 32 25 0 64 34 131 94 0 259 520
05:30 PM 62 35 17 0 114 20 64 3 0 87 3 45 15 0 63 40 136 82 0 258 522
05:45 PM 68 53 13 0 134 20 67 3 0 90 5 28 31 0 64 28 95 75 0 198 486
Total 233 165 74 0 472 79 263 12 0 354 19 130 98 0 247 139 480 349 0 968 2041
Grand Total 978 486 261 6 1731 253 1143 55 5 1456 51 468 370 2 891 318 1089 837 1 2245 6323
Apprch %56.5 28.1 15.1 0.3 17.4 78.5 3.8 0.3 5.7 52.5 41.5 0.2 14.2 48.5 37.3 0
Total %15.5 7.7 4.1 0.1 27.4 4 18.1 0.9 0.1 23 0.8 7.4 5.9 0 14.1 5 17.2 13.2 0 35.5
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Ammon Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Ammon Road Sunnyside Road Sunnyside Road Ammon Road
Right
978
Thru
486
Left
261
Peds
6
InOut Total
1558 1731 3289 Right253 Thru1143 Left55 Peds5 OutTotalIn1401 1456 2857 Left
370
Thru
468
Right
51
Peds
2
Out TotalIn
859 891 1750 Left837 Thru1089 Right318 Peds1 TotalOutIn2491 2245 4736 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Ammon Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Ammon Road
From North
Sunnyside Road
From East
Ammon Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 72 25 14 3 114 7 100 6 0 113 1 27 31 0 59 6 39 31 0 76 362
07:45 AM 97 26 17 2 142 13 113 4 0 130 4 36 35 0 75 12 35 25 0 72 419
08:00 AM 76 34 18 0 128 17 75 3 0 95 1 36 19 1 57 10 35 20 0 65 345
08:15 AM 62 19 16 0 97 10 74 3 0 87 4 23 14 0 41 8 36 30 0 74 299
Total Volume 307 104 65 5 481 47 362 16 0 425 10 122 99 1 232 36 145 106 0 287 1425
% App. Total 63.8 21.6 13.5 1 11.1 85.2 3.8 0 4.3 52.6 42.7 0.4 12.5 50.5 36.9 0
PHF .791 .765 .903 .417 .847 .691 .801 .667 .000 .817 .625 .847 .707 .250 .773 .750 .929 .855 .000 .944 .850
Ammon Road Sunnyside Road Sunnyside Road Ammon Road
Right
307
Thru
104
Left
65
Peds
5
InOut Total
275 481 756 Right47 Thru362 Left16 Peds0 OutTotalIn220 425 645 Left
99
Thru
122
Right
10
Peds
1
Out TotalIn
156 232 388 Left106 Thru145 Right36 Peds0 TotalOutIn768 287 1055 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Ammon Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Ammon Road
From North
Sunnyside Road
From East
Ammon Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 08:00 AM
+0 mins.72 25 14 3 114 7 100 6 0 113 1 27 31 0 59 10 35 20 0 65
+15 mins.97 26 17 2 142 13 113 4 0 130 4 36 35 0 75 8 36 30 0 74
+30 mins.76 34 18 0 128 17 75 3 0 95 1 36 19 1 57 9 33 25 0 67
+45 mins.62 19 16 0 97 10 74 3 0 87 4 23 14 0 41 7 36 40 0 83
Total Volume 307 104 65 5 481 47 362 16 0 425 10 122 99 1 232 34 140 115 0 289
% App. Total 63.8 21.6 13.5 1 11.1 85.2 3.8 0 4.3 52.6 42.7 0.4 11.8 48.4 39.8 0
PHF .791 .765 .903 .417 .847 .691 .801 .667 .000 .817 .625 .847 .707 .250 .773 .850 .972 .719 .000 .870
Ammon Road Sunnyside Road Sunnyside Road Ammon Road
Right
307
Thru
104
Left
65
Peds
5
In - Peak Hour: 07:30 AM
481 Right47 Thru362 Left16 Peds0 In - Peak Hour: 07:30 AM425 Left
99
Thru
122
Right
10
Peds
1
In - Peak Hour: 07:30 AM
232 Left115 Thru140 Right34 Peds0 In - Peak Hour: 08:00 AM289 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Ammon Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Ammon Road
From North
Sunnyside Road
From East
Ammon Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 55 36 24 0 115 13 84 3 0 100 2 45 50 0 97 35 107 78 0 220 532
05:00 PM 56 31 20 0 107 22 72 3 0 97 4 25 27 0 56 37 118 98 0 253 513
05:15 PM 47 46 24 0 117 17 60 3 0 80 7 32 25 0 64 34 131 94 0 259 520
05:30 PM 62 35 17 0 114 20 64 3 0 87 3 45 15 0 63 40 136 82 0 258 522
Total Volume 220 148 85 0 453 72 280 12 0 364 16 147 117 0 280 146 492 352 0 990 2087
% App. Total 48.6 32.7 18.8 0 19.8 76.9 3.3 0 5.7 52.5 41.8 0 14.7 49.7 35.6 0
PHF .887 .804 .885 .000 .968 .818 .833 1.0
0 .000 .910 .571 .817 .585 .000 .722 .913 .904 .898 .000 .956 .981
Ammon Road Sunnyside Road Sunnyside Road Ammon Road
Right
220
Thru
148
Left
85
Peds
0
InOut Total
571 453 1024 Right72 Thru280 Left12 Peds0 OutTotalIn593 364 957 Left
117
Thru
147
Right
16
Peds
0
Out TotalIn
306 280 586 Left352 Thru492 Right146 Peds0 TotalOutIn617 990 1607 Peak Hour Begins at 04:45 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Ammon Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Ammon Road
From North
Sunnyside Road
From East
Ammon Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 04:30 PM 04:45 PM 04:45 PM
+0 mins.56 31 20 0 107 27 64 0 1 92 2 45 50 0 97 35 107 78 0 220
+15 mins.47 46 24 0 117 13 84 3 0 100 4 25 27 0 56 37 118 98 0 253
+30 mins.62 35 17 0 114 22 72 3 0 97 7 32 25 0 64 34 131 94 0 259
+45 mins.68 53 13 0 134 17 60 3 0 80 3 45 15 0 63 40 136 82 0 258
Total Volume 233 165 74 0 472 79 280 9 1 369 16 147 117 0 280 146 492 352 0 990
% App. Total 49.4 35 15.7 0 21.4 75.9 2.4 0.3 5.7 52.5 41.8 0 14.7 49.7 35.6 0
PHF .857 .778 .771 .000 .881 .731 .833 .750 .250 .923 .571 .817 .585 .000 .722 .913 .904 .898 .000 .956
Ammon Road Sunnyside Road Sunnyside Road Ammon Road
Right
233
Thru
165
Left
74
Peds
0
In - Peak Hour: 05:00 PM
472 Right79 Thru280 Left9 Peds1 In - Peak Hour: 04:30 PM369 Left
117
Thru
147
Right
16
Peds
0
In - Peak Hour: 04:45 PM
280 Left352 Thru492 Right146 Peds0 In - Peak Hour: 04:45 PM990 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Ammon Rd (35th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Ammon Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Crowley Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Groups Printed- General Traffic
Crowley Road (45th)
From North
Lincoln Road
From East
Crowley Road (45th)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 9 27 0 0 36 3 16 3 0 22 4 21 10 0 35 6 9 8 0 23 116
07:15 AM 13 32 1 0 46 2 20 5 0 27 1 26 13 0 40 18 14 6 0 38 151
07:30 AM 22 57 2 0 81 4 24 8 0 36 2 33 20 0 55 13 8 5 0 26 198
07:45 AM 31 68 3 0 102 5 27 7 0 39 1 40 26 0 67 20 6 12 0 38 246
Total 75 184 6 0 265 14 87 23 0 124 8 120 69 0 197 57 37 31 0 125 711
08:00 AM 16 43 1 0 60 1 22 11 0 34 4 36 24 0 64 11 6 5 0 22 180
08:15 AM 6 28 1 0 35 4 20 10 0 34 2 31 10 0 43 13 6 6 0 25 137
08:30 AM 13 42 1 0 56 3 15 11 0 29 3 25 10 0 38 10 12 9 0 31 154
08:45 AM 11 36 1 0 48 3 28 10 0 41 5 21 19 0 45 16 10 11 0 37 171
Total 46 149 4 0 199 11 85 42 0 138 14 113 63 0 190 50 34 31 0 115 642
------
04:00 PM 6 31 0 0 37 4 25 8 0 37 9 48 9 0 66 24 25 10 0 59 199
04:15 PM 10 42 4 0 56 3 16 6 0 25 7 48 15 0 70 21 21 14 0 56 207
04:30 PM 11 48 5 0 64 4 24 5 0 33 12 51 23 0 86 21 21 19 0 61 244
04:45 PM 10 49 0 0 59 5 22 13 0 40 16 69 15 0 100 16 28 17 0 61 260
Total 37 170 9 0 216 16 87 32 0 135 44 216 62 0 322 82 95 60 0 237 910
05:00 PM 17 62 3 0 82 6 10 13 0 29 12 56 20 0 88 27 20 31 0 78 277
05:15 PM 14 65 2 0 81 2 21 10 0 33 19 89 12 0 120 43 31 30 0 104 338
05:30 PM 16 79 4 0 99 1 24 9 0 34 17 77 13 0 107 36 23 20 0 79 319
05:45 PM 20 52 4 0 76 0 0 0 0 0 15 75 12 0 102 25 20 29 0 74 252
Total 67 258 13 0 338 9 55 32 0 96 63 297 57 0 417 131 94 110 0 335 1186
Grand Total 225 761 32 0 1018 50 314 129 0 493 129 746 251 0 1126 320 260 232 0 812 3449
Apprch %22.1 74.8 3.1 0 10.1 63.7 26.2 0 11.5 66.3 22.3 0 39.4 32 28.6 0
Total %6.5 22.1 0.9 0 29.5 1.4 9.1 3.7 0 14.3 3.7 21.6 7.3 0 32.6 9.3 7.5 6.7 0 23.5
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Crowley Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th) Lincoln Road Lincoln Road Crowley Road (45th)
Right
225
Thru
761
Left
32
Peds
0
InOut Total
1028 1018 2046 Right50 Thru314 Left129 Peds0 OutTotalIn421 493 914 Left
251
Thru
746
Right
129
Peds
0
Out TotalIn
1210 1126 2336 Left232 Thru260 Right320 Peds0 TotalOutIn790 812 1602 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Crowley Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th)
From North
Lincoln Road
From East
Crowley Road (45th)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 13 32 1 0 46 2 20 5 0 27 1 26 13 0 40 18 14 6 0 38 151
07:30 AM 22 57 2 0 81 4 24 8 0 36 2 33 20 0 55 13 8 5 0 26 198
07:45 AM 31 68 3 0 102 5 27 7 0 39 1 40 26 0 67 20 6 12 0 38 246
08:00 AM 16 43 1 0 60 1 22 11 0 34 4 36 24 0 64 11 6 5 0 22 180
Total Volume 82 200 7 0 289 12 93 31 0 136 8 135 83 0 226 62 34 28 0 124 775
% App. Total 28.4 69.2 2.4 0 8.8 68.4 22.8 0 3.5 59.7 36.7 0 50 27.4 22.6 0
PHF .661 .735 .583 .000 .708 .600 .861 .705 .000 .872 .500 .844 .798 .000 .843 .775 .607 .583 .000 .816 .788
Crowley Road (45th) Lincoln Road Lincoln Road Crowley Road (45th)
Right
82
Thru
200
Left
7
Peds
0
InOut Total
175 289 464 Right12 Thru93 Left31 Peds0 OutTotalIn49 136 185 Left
83
Thru
135
Right
8
Peds
0
Out TotalIn
293 226 519 Left28 Thru34 Right62 Peds0 TotalOutIn258 124 382 Peak Hour Begins at 07:15 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Crowley Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th)
From North
Lincoln Road
From East
Crowley Road (45th)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 07:30 AM 07:00 AM
+0 mins.13 32 1 0 46 4 24 8 0 36 2 33 20 0 55 6 9 8 0 23
+15 mins.22 57 2 0 81 5 27 7 0 39 1 40 26 0 67 18 14 6 0 38
+30 mins.31 68 3 0 102 1 22 11 0 34 4 36 24 0 64 13 8 5 0 26
+45 mins.16 43 1 0 60 4 20 10 0 34 2 31 10 0 43 20 6 12 0 38
Total Volume 82 200 7 0 289 14 93 36 0 143 9 140 80 0 229 57 37 31 0 125
% App. Total 28.4 69.2 2.4 0 9.8 65 25.2 0 3.9 61.1 34.9 0 45.6 29.6 24.8 0
PHF .661 .735 .583 .000 .708 .700 .861 .818 .000 .917 .563 .875 .769 .000 .854 .713 .661 .646 .000 .822
Crowley Road (45th) Lincoln Road Lincoln Road Crowley Road (45th)
Right
82
Thru
200
Left
7
Peds
0
In - Peak Hour: 07:15 AM
289 Right14 Thru93 Left36 Peds0 In - Peak Hour: 07:30 AM143 Left
80
Thru
140
Right
9
Peds
0
In - Peak Hour: 07:30 AM
229 Left31 Thru37 Right57 Peds0 In - Peak Hour: 07:00 AM125 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Crowley Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th)
From North
Lincoln Road
From East
Crowley Road (45th)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 10 49 0 0 59 5 22 13 0 40 16 69 15 0 100 16 28 17 0 61 260
05:00 PM 17 62 3 0 82 6 10 13 0 29 12 56 20 0 88 27 20 31 0 78 277
05:15 PM 14 65 2 0 81 2 21 10 0 33 19 89 12 0 120 43 31 30 0 104 338
05:30 PM 16 79 4 0 99 1 24 9 0 34 17 77 13 0 107 36 23 20 0 79 319
Total Volume 57 255 9 0 321 14 77 45 0 136 64 291 60 0 415 122 102 98 0 322 1194
% App. Total 17.8 79.4 2.8 0 10.3 56.6 33.1 0 15.4 70.1 14.5 0 37.9 31.7 30.4 0
PHF .838 .807 .563 .000 .811 .583 .802 .865 .000 .850 .842 .817 .750 .000 .865 .709 .823 .790 .000 .774 .883
Crowley Road (45th) Lincoln Road Lincoln Road Crowley Road (45th)
Right
57
Thru
255
Left
9
Peds
0
InOut Total
403 321 724 Right14 Thru77 Left45 Peds0 OutTotalIn175 136 311 Left
60
Thru
291
Right
64
Peds
0
Out TotalIn
422 415 837 Left98 Thru102 Right122 Peds0 TotalOutIn194 322 516 Peak Hour Begins at 04:45 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Crowley Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th)
From North
Lincoln Road
From East
Crowley Road (45th)
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 04:45 PM 05:00 PM 05:00 PM
+0 mins.17 62 3 0 82 5 22 13 0 40 12 56 20 0 88 27 20 31 0 78
+15 mins.14 65 2 0 81 6 10 13 0 29 19 89 12 0 120 43 31 30 0 104
+30 mins.16 79 4 0 99 2 21 10 0 33 17 77 13 0 107 36 23 20 0 79
+45 mins.20 52 4 0 76 1 24 9 0 34 15 75 12 0 102 25 20 29 0 74
Total Volume 67 258 13 0 338 14 77 45 0 136 63 297 57 0 417 131 94 110 0 335
% App. Total 19.8 76.3 3.8 0 10.3 56.6 33.1 0 15.1 71.2 13.7 0 39.1 28.1 32.8 0
PHF .838 .816 .813 .000 .854 .583 .802 .865 .000 .850 .829 .834 .713 .000 .869 .762 .758 .887 .000 .805
Crowley Road (45th) Lincoln Road Lincoln Road Crowley Road (45th)
Right
67
Thru
258
Left
13
Peds
0
In - Peak Hour: 05:00 PM
338 Right14 Thru77 Left45 Peds0 In - Peak Hour: 04:45 PM136 Left
57
Thru
297
Right
63
Peds
0
In - Peak Hour: 05:00 PM
417 Left110 Thru94 Right131 Peds0 In - Peak Hour: 05:00 PM335 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Lincoln Rd - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Crowley Rd / Lincoln Rd
City, State: Ammon, Idaho
Control: Yields
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 1st St - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Crowley Rd / 1st Street
City, State: Ammon, Idaho
Control: Yields
Groups Printed- General Traffic
Crowley Road (45th)
From North
1st Street
From East
Crowley Road (45th)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 5 32 0 0 37 1 3 3 0 7 1 25 6 0 32 3 2 2 0 7 83
07:15 AM 5 41 0 0 46 2 6 8 0 16 5 32 2 0 39 1 3 7 0 11 112
07:30 AM 12 57 1 0 70 2 5 7 0 14 7 47 9 0 63 11 13 11 0 35 182
07:45 AM 9 70 4 0 83 4 8 11 0 23 19 53 9 0 81 8 15 18 0 41 228
Total 31 200 5 0 236 9 22 29 0 60 32 157 26 0 215 23 33 38 0 94 605
08:00 AM 15 59 0 0 74 4 14 8 0 26 5 27 4 0 36 10 8 12 0 30 166
08:15 AM 5 43 0 0 48 1 7 7 0 15 5 32 5 0 42 4 9 4 0 17 122
08:30 AM 10 50 2 0 62 3 7 4 0 14 6 30 6 0 42 7 1 9 0 17 135
08:45 AM 12 56 4 0 72 5 13 6 0 24 4 48 9 0 61 3 8 8 0 19 176
Total 42 208 6 0 256 13 41 25 0 79 20 137 24 0 181 24 26 33 0 83 599
------
04:00 PM 11 40 4 0 55 4 8 9 0 21 5 66 6 0 77 8 12 16 0 36 189
04:15 PM 16 44 1 0 61 5 10 2 0 17 4 66 4 0 74 9 9 14 0 32 184
04:30 PM 10 46 2 0 58 4 15 11 0 30 10 81 6 0 97 6 10 16 0 32 217
04:45 PM 10 69 1 0 80 3 13 8 0 24 14 84 5 0 103 10 9 23 0 42 249
Total 47 199 8 0 254 16 46 30 0 92 33 297 21 0 351 33 40 69 0 142 839
05:00 PM 19 67 1 0 87 4 9 12 0 25 13 85 10 0 108 12 12 24 0 48 268
05:15 PM 12 66 7 0 85 7 2 2 0 11 14 118 9 0 141 14 15 22 0 51 288
05:30 PM 12 70 2 0 84 6 12 6 0 24 19 99 9 0 127 16 17 30 0 63 298
05:45 PM 6 70 6 0 82 7 5 6 0 18 11 103 17 0 131 10 17 20 0 47 278
Total 49 273 16 0 338 24 28 26 0 78 57 405 45 0 507 52 61 96 0 209 1132
Grand Total 169 880 35 0 1084 62 137 110 0 309 142 996 116 0 1254 132 160 236 0 528 3175
Apprch %15.6 81.2 3.2 0 20.1 44.3 35.6 0 11.3 79.4 9.3 0 25 30.3 44.7 0
Total %5.3 27.7 1.1 0 34.1 2 4.3 3.5 0 9.7 4.5 31.4 3.7 0 39.5 4.2 5 7.4 0 16.6
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 1st St - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Crowley Rd / 1st Street
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th) 1st Street 1st Street Crowley Road (45th)
Right
169
Thru
880
Left
35
Peds
0
InOut Total
1294 1084 2378 Right62 Thru137 Left110 Peds0 OutTotalIn337 309 646 Left
116
Thru
996
Right
142
Peds
0
Out TotalIn
1122 1254 2376 Left236 Thru160 Right132 Peds0 TotalOutIn422 528 950 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 1st St - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Crowley Rd / 1st Street
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th)
From North
1st Street
From East
Crowley Road (45th)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 12 57 1 0 70 2 5 7 0 14 7 47 9 0 63 11 13 11 0 35 182
07:45 AM 9 70 4 0 83 4 8 11 0 23 19 53 9 0 81 8 15 18 0 41 228
08:00 AM 15 59 0 0 74 4 14 8 0 26 5 27 4 0 36 10 8 12 0 30 166
08:15 AM 5 43 0 0 48 1 7 7 0 15 5 32 5 0 42 4 9 4 0 17 122
Total Volume 41 229 5 0 275 11 34 33 0 78 36 159 27 0 222 33 45 45 0 123 698
% App. Total 14.9 83.3 1.8 0 14.1 43.6 42.3 0 16.2 71.6 12.2 0 26.8 36.6 36.6 0
PHF .683 .818 .313 .000 .828 .688 .607 .750 .000 .750 .474 .750 .750 .000 .685 .750 .750 .625 .000 .750 .765
Crowley Road (45th) 1st Street 1st Street Crowley Road (45th)
Right
41
Thru
229
Left
5
Peds
0
InOut Total
215 275 490 Right11 Thru34 Left33 Peds0 OutTotalIn86 78 164 Left
27
Thru
159
Right
36
Peds
0
Out TotalIn
295 222 517 Left45 Thru45 Right33 Peds0 TotalOutIn102 123 225 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 1st St - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Crowley Rd / 1st Street
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th)
From North
1st Street
From East
Crowley Road (45th)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:30 AM 07:30 AM
+0 mins.12 57 1 0 70 2 6 8 0 16 7 47 9 0 63 11 13 11 0 35
+15 mins.9 70 4 0 83 2 5 7 0 14 19 53 9 0 81 8 15 18 0 41
+30 mins.15 59 0 0 74 4 8 11 0 23 5 27 4 0 36 10 8 12 0 30
+45 mins.5 43 0 0 48 4 14 8 0 26 5 32 5 0 42 4 9 4 0 17
Total Volume 41 229 5 0 275 12 33 34 0 79 36 159 27 0 222 33 45 45 0 123
% App. Total 14.9 83.3 1.8 0 15.2 41.8 43 0 16.2 71.6 12.2 0 26.8 36.6 36.6 0
PHF .683 .818 .313 .000 .828 .750 .589 .773 .000 .760 .474 .750 .750 .000 .685 .750 .750 .625 .000 .750
Crowley Road (45th) 1st Street 1st Street Crowley Road (45th)
Right
41
Thru
229
Left
5
Peds
0
In - Peak Hour: 07:30 AM
275 Right12 Thru33 Left34 Peds0 In - Peak Hour: 07:15 AM79 Left
27
Thru
159
Right
36
Peds
0
In - Peak Hour: 07:30 AM
222 Left45 Thru45 Right33 Peds0 In - Peak Hour: 07:30 AM123 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 1st St - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Crowley Rd / 1st Street
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th)
From North
1st Street
From East
Crowley Road (45th)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 19 67 1 0 87 4 9 12 0 25 13 85 10 0 108 12 12 24 0 48 268
05:15 PM 12 66 7 0 85 7 2 2 0 11 14 118 9 0 141 14 15 22 0 51 288
05:30 PM 12 70 2 0 84 6 12 6 0 24 19 99 9 0 127 16 17 30 0 63 298
05:45 PM 6 70 6 0 82 7 5 6 0 18 11 103 17 0 131 10 17 20 0 47 278
Total Volume 49 273 16 0 338 24 28 26 0 78 57 405 45 0 507 52 61 96 0 209 1132
% App. Total 14.5 80.8 4.7 0 30.8 35.9 33.3 0 11.2 79.9 8.9 0 24.9 29.2 45.9 0
PHF .645 .975 .571 .000 .971 .857 .583 .542 .000 .780 .750 .858 .662 .000 .899 .813 .897 .800 .000 .829 .950
Crowley Road (45th) 1st Street 1st Street Crowley Road (45th)
Right
49
Thru
273
Left
16
Peds
0
InOut Total
525 338 863 Right24 Thru28 Left26 Peds0 OutTotalIn134 78 212 Left
45
Thru
405
Right
57
Peds
0
Out TotalIn
351 507 858 Left96 Thru61 Right52 Peds0 TotalOutIn122 209 331 Peak Hour Begins at 05:00 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 1st St - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Crowley Rd / 1st Street
City, State: Ammon, Idaho
Control: Yields
Crowley Road (45th)
From North
1st Street
From East
Crowley Road (45th)
From South
1st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 04:15 PM 05:00 PM 05:00 PM
+0 mins.19 67 1 0 87 5 10 2 0 17 13 85 10 0 108 12 12 24 0 48
+15 mins.12 66 7 0 85 4 15 11 0 30 14 118 9 0 141 14 15 22 0 51
+30 mins.12 70 2 0 84 3 13 8 0 24 19 99 9 0 127 16 17 30 0 63
+45 mins.6 70 6 0 82 4 9 12 0 25 11 103 17 0 131 10 17 20 0 47
Total Volume 49 273 16 0 338 16 47 33 0 96 57 405 45 0 507 52 61 96 0 209
% App. Total 14.5 80.8 4.7 0 16.7 49 34.4 0 11.2 79.9 8.9 0 24.9 29.2 45.9 0
PHF .645 .975 .571 .000 .971 .800 .783 .688 .000 .800 .750 .858 .662 .000 .899 .813 .897 .800 .000 .829
Crowley Road (45th) 1st Street 1st Street Crowley Road (45th)
Right
49
Thru
273
Left
16
Peds
0
In - Peak Hour: 05:00 PM
338 Right16 Thru47 Left33 Peds0 In - Peak Hour: 04:15 PM96 Left
45
Thru
405
Right
57
Peds
0
In - Peak Hour: 05:00 PM
507 Left96 Thru61 Right52 Peds0 In - Peak Hour: 05:00 PM209 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 1st St - RDBT
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Crowley Rd / 1st Street
City, State: Ammon, Idaho
Control: Yields
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Crowley Rd / 17th Street
City, State: Ammon, Idaho
Control: Stop Sign
Groups Printed- General Traffic
Crowley Road (45th)
From North
Crowley Road (45th)
From South
17th Street
From West
Start Time Right Thru Peds App. Total Thru Left Peds App. Total Right Left Peds App. Total Int. Total
07:00 AM 18 22 1 41 14 15 0 29 10 13 0 23 93
07:15 AM 20 29 0 49 27 20 0 47 9 7 0 16 112
07:30 AM 26 45 0 71 52 36 0 88 11 9 0 20 179
07:45 AM 40 60 0 100 52 38 0 90 19 20 0 39 229
Total 104 156 1 261 145 109 0 254 49 49 0 98 613
08:00 AM 26 42 0 68 35 19 0 54 13 4 0 17 139
08:15 AM 28 37 0 65 28 16 0 44 13 11 0 24 133
08:30 AM 17 43 0 60 29 27 0 56 6 12 0 18 134
08:45 AM 25 45 0 70 52 24 0 76 19 11 0 30 176
Total 96 167 0 263 144 86 0 230 51 38 0 89 582
------
04:00 PM 21 37 1 59 50 19 0 69 42 27 0 69 197
04:15 PM 23 34 0 57 53 21 0 74 42 33 0 75 206
04:30 PM 22 35 0 57 67 29 0 96 21 38 0 59 212
04:45 PM 39 48 0 87 73 20 0 93 27 38 0 65 245
Total 105 154 1 260 243 89 0 332 132 136 0 268 860
05:00 PM 33 51 0 84 79 25 0 104 40 45 0 85 273
05:15 PM 29 57 0 86 103 30 0 133 59 57 0 116 335
05:30 PM 30 60 0 90 92 18 0 110 41 40 0 81 281
05:45 PM 37 49 0 86 96 28 0 124 44 41 0 85 295
Total 129 217 0 346 370 101 0 471 184 183 0 367 1184
Grand Total 434 694 2 1130 902 385 0 1287 416 406 0 822 3239
Apprch %38.4 61.4 0.2 70.1 29.9 0 50.6 49.4 0
Total %13.4 21.4 0.1 34.9 27.8 11.9 0 39.7 12.8 12.5 0 25.4
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Crowley Rd / 17th Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road (45th) 17th Street Crowley Road (45th)
Right
434
Thru
694
Peds
2
InOut Total
1308 1130 2438
Left
385
Thru
902
Peds
0
Out TotalIn
1110 1287 2397 Left406 Right416 Peds0 TotalOutIn819 822 1641 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Crowley Rd / 17th Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road (45th)
From North
Crowley Road (45th)
From South
17th Street
From West
Start Time Right Thru Peds App. Total Thru Left Peds App. Total Right Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 26 45 0 71 52 36 0 88 11 9 0 20 179
07:45 AM 40 60 0 100 52 38 0 90 19 20 0 39 229
08:00 AM 26 42 0 68 35 19 0 54 13 4 0 17 139
08:15 AM 28 37 0 65 28 16 0 44 13 11 0 24 133
Total Volume 120 184 0 304 167 109 0 276 56 44 0 100 680
% App. Total 39.5 60.5 0 60.5 39.5 0 56 44 0
PHF .750 .767 .000 .760 .803 .717 .000 .767 .737 .550 .000 .641 .742
Crowley Road (45th) 17th Street Crowley Road (45th)
Right
120
Thru
184
Peds
0
InOut Total
211 304 515
Left
109
Thru
167
Peds
0
Out TotalIn
240 276 516 Left44 Right56 Peds0 TotalOutIn229 100 329 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Crowley Rd / 17th Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road (45th)
From North
Crowley Road (45th)
From South
17th Street
From West
Start Time Right Thru Peds App. Total Thru Left Peds App. Total Right Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:30 AM
+0 mins.26 45 0 71 27 20 0 47 11 9 0 20
+15 mins.40 60 0 100 52 36 0 88 19 20 0 39
+30 mins.26 42 0 68 52 38 0 90 13 4 0 17
+45 mins.28 37 0 65 35 19 0 54 13 11 0 24
Total Volume 120 184 0 304 166 113 0 279 56 44 0 100
% App. Total 39.5 60.5 0 59.5 40.5 0 56 44 0
PHF .750 .767 .000 .760 .798 .743 .000 .775 .737 .550 .000 .641
Crowley Road (45th) 17th Street Crowley Road (45th)
Right
120
Thru
184
Peds
0
In - Peak Hour: 07:30 AM
304
Left
113
Thru
166
Peds
0
In - Peak Hour: 07:15 AM
279 Left44 Right56 Peds0 In - Peak Hour: 07:30 AM100 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Crowley Rd / 17th Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road (45th)
From North
Crowley Road (45th)
From South
17th Street
From West
Start Time Right Thru Peds App. Total Thru Left Peds App. Total Right Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 33 51 0 84 79 25 0 104 40 45 0 85 273
05:15 PM 29 57 0 86 103 30 0 133 59 57 0 116 335
05:30 PM 30 60 0 90 92 18 0 110 41 40 0 81 281
05:45 PM 37 49 0 86 96 28 0 124 44 41 0 85 295
Total Volume 129 217 0 346 370 101 0 471 184 183 0 367 1184
% App. Total 37.3 62.7 0 78.6 21.4 0 50.1 49.9 0
PHF .872 .904 .000 .961 .898 .842 .000 .885 .780 .803 .000 .791 .884
Crowley Road (45th) 17th Street Crowley Road (45th)
Right
129
Thru
217
Peds
0
InOut Total
553 346 899
Left
101
Thru
370
Peds
0
Out TotalIn
401 471 872 Left183 Right184 Peds0 TotalOutIn230 367 597 Peak Hour Begins at 05:00 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Crowley Rd / 17th Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road (45th)
From North
Crowley Road (45th)
From South
17th Street
From West
Start Time Right Thru Peds App. Total Thru Left Peds App. Total Right Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:45 PM 05:00 PM 05:00 PM
+0 mins.39 48 0 87 79 25 0 104 40 45 0 85
+15 mins.33 51 0 84 103 30 0 133 59 57 0 116
+30 mins.29 57 0 86 92 18 0 110 41 40 0 81
+45 mins.30 60 0 90 96 28 0 124 44 41 0 85
Total Volume 131 216 0 347 370 101 0 471 184 183 0 367
% App. Total 37.8 62.2 0 78.6 21.4 0 50.1 49.9 0
PHF .840 .900 .000 .964 .898 .842 .000 .885 .780 .803 .000 .791
Crowley Road (45th) 17th Street Crowley Road (45th)
Right
131
Thru
216
Peds
0
In - Peak Hour: 04:45 PM
347
Left
101
Thru
370
Peds
0
In - Peak Hour: 05:00 PM
471 Left183 Right184 Peds0 In - Peak Hour: 05:00 PM367 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 17th Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Crowley Rd / 17th Street
City, State: Ammon, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Crowley Rd / 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Groups Printed- General Traffic
Crowley Road
From North
21st Street
From East
Crowley Road
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 0 20 9 0 29 11 0 8 0 19 1 17 0 0 18 1 0 0 0 1 67
07:15 AM 0 35 4 0 39 23 1 20 0 44 5 27 0 0 32 0 3 0 0 3 118
07:30 AM 0 52 7 0 59 37 1 20 0 58 6 48 0 0 54 4 0 3 0 7 178
07:45 AM 1 59 20 0 80 30 1 26 0 57 12 53 0 1 66 2 0 1 0 3 206
Total 1 166 40 0 207 101 3 74 0 178 24 145 0 1 170 7 3 4 0 14 569
08:00 AM 1 37 14 0 52 24 0 13 0 37 3 28 2 0 33 4 0 0 0 4 126
08:15 AM 0 37 15 0 52 21 1 19 0 41 14 26 1 0 41 3 0 0 0 3 137
08:30 AM 1 40 7 0 48 30 0 15 0 45 6 25 0 0 31 2 0 1 0 3 127
08:45 AM 0 49 12 0 61 26 0 12 0 38 8 45 0 0 53 1 0 0 0 1 153
Total 2 163 48 0 213 101 1 59 0 161 31 124 3 0 158 10 0 1 0 11 543
------
04:00 PM 2 39 34 0 75 20 0 19 0 39 19 48 3 0 70 1 1 1 0 3 187
04:15 PM 4 47 27 0 78 28 1 14 0 43 24 41 2 0 67 0 0 0 0 0 188
04:30 PM 3 34 22 0 59 24 1 15 0 40 15 67 1 0 83 2 0 3 0 5 187
04:45 PM 1 40 32 0 73 15 0 17 0 32 15 80 5 0 100 0 1 0 0 1 206
Total 10 160 115 0 285 87 2 65 0 154 73 236 11 0 320 3 2 4 0 9 768
05:00 PM 2 57 34 0 93 31 0 19 0 50 31 80 1 0 112 0 1 1 0 2 257
05:15 PM 3 62 48 0 113 37 1 8 0 46 29 89 7 0 125 2 0 2 0 4 288
05:30 PM 4 49 47 0 100 18 1 13 0 32 27 93 3 0 123 2 2 3 0 7 262
05:45 PM 0 51 55 0 106 40 2 23 0 65 30 76 2 0 108 1 0 2 0 3 282
Total 9 219 184 0 412 126 4 63 0 193 117 338 13 0 468 5 3 8 0 16 1089
Grand Total 22 708 387 0 1117 415 10 261 0 686 245 843 27 1 1116 25 8 17 0 50 2969
Apprch %2 63.4 34.6 0 60.5 1.5 38 0 22 75.5 2.4 0.1 50 16 34 0
Total %0.7 23.8 13 0 37.6 14 0.3 8.8 0 23.1 8.3 28.4 0.9 0 37.6 0.8 0.3 0.6 0 1.7
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Crowley Rd / 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road 21st Street 21st Street Crowley Road
Right
22
Thru
708
Left
387
Peds
0
InOut Total
1275 1117 2392 Right415 Thru10 Left261 Peds0 OutTotalIn640 686 1326 Left
27
Thru
843
Right
245
Peds
1
Out TotalIn
994 1116 2110 Left17 Thru8 Right25 Peds0 TotalOutIn59 50 109 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Crowley Rd / 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road
From North
21st Street
From East
Crowley Road
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 52 7 0 59 37 1 20 0 58 6 48 0 0 54 4 0 3 0 7 178
07:45 AM 1 59 20 0 80 30 1 26 0 57 12 53 0 1 66 2 0 1 0 3 206
08:00 AM 1 37 14 0 52 24 0 13 0 37 3 28 2 0 33 4 0 0 0 4 126
08:15 AM 0 37 15 0 52 21 1 19 0 41 14 26 1 0 41 3 0 0 0 3 137
Total Volume 2 185 56 0 243 112 3 78 0 193 35 155 3 1 194 13 0 4 0 17 647
% App. Total 0.8 76.1 23 0 58 1.6 40.4 0 18 79.9 1.5 0.5 76.5 0 23.5 0
PHF .500 .784 .700 .000 .759 .757 .750 .750 .000 .832 .625 .731 .375 .250 .735 .813 .000 .333 .000 .607 .785
Crowley Road 21st Street 21st Street Crowley Road
Right
2
Thru
185
Left
56
Peds
0
InOut Total
271 243 514 Right112 Thru3 Left78 Peds0 OutTotalIn91 193 284 Left
3
Thru
155
Right
35
Peds
1
Out TotalIn
276 194 470 Left4 Thru0 Right13 Peds0 TotalOutIn8 17 25 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Crowley Rd / 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road
From North
21st Street
From East
Crowley Road
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:15 AM 07:30 AM 07:15 AM
+0 mins.0 52 7 0 59 23 1 20 0 44 6 48 0 0 54 0 3 0 0 3
+15 mins.1 59 20 0 80 37 1 20 0 58 12 53 0 1 66 4 0 3 0 7
+30 mins.1 37 14 0 52 30 1 26 0 57 3 28 2 0 33 2 0 1 0 3
+45 mins.0 37 15 0 52 24 0 13 0 37 14 26 1 0 41 4 0 0 0 4
Total Volume 2 185 56 0 243 114 3 79 0 196 35 155 3 1 194 10 3 4 0 17
% App. Total 0.8 76.1 23 0 58.2 1.5 40.3 0 18 79.9 1.5 0.5 58.8 17.6 23.5 0
PHF .500 .784 .700 .000 .759 .770 .750 .760 .000 .845 .625 .731 .375 .250 .735 .625 .250 .333 .000 .607
Crowley Road 21st Street 21st Street Crowley Road
Right
2
Thru
185
Left
56
Peds
0
In - Peak Hour: 07:30 AM
243 Right114 Thru3 Left79 Peds0 In - Peak Hour: 07:15 AM196 Left
3
Thru
155
Right
35
Peds
1
In - Peak Hour: 07:30 AM
194 Left4 Thru3 Right10 Peds0 In - Peak Hour: 07:15 AM17 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Crowley Rd / 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road
From North
21st Street
From East
Crowley Road
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 2 57 34 0 93 31 0 19 0 50 31 80 1 0 112 0 1 1 0 2 257
05:15 PM 3 62 48 0 113 37 1 8 0 46 29 89 7 0 125 2 0 2 0 4 288
05:30 PM 4 49 47 0 100 18 1 13 0 32 27 93 3 0 123 2 2 3 0 7 262
05:45 PM 0 51 55 0 106 40 2 23 0 65 30 76 2 0 108 1 0 2 0 3 282
Total Volume 9 219 184 0 412 126 4 63 0 193 117 338 13 0 468 5 3 8 0 16 1089
% App. Total 2.2 53.2 44.7 0 65.3 2.1 32.6 0 25 72.2 2.8 0 31.2 18.8 50 0
PHF .563 .883 .836 .000 .912 .788 .500 .685 .000 .742 .944 .909 .464 .000 .936 .625 .375 .667 .000 .571 .945
Crowley Road 21st Street 21st Street Crowley Road
Right
9
Thru
219
Left
184
Peds
0
InOut Total
472 412 884 Right126 Thru4 Left63 Peds0 OutTotalIn304 193 497 Left
13
Thru
338
Right
117
Peds
0
Out TotalIn
287 468 755 Left8 Thru3 Right5 Peds0 TotalOutIn26 16 42 Peak Hour Begins at 05:00 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Crowley Rd / 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road
From North
21st Street
From East
Crowley Road
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins.2 57 34 0 93 31 0 19 0 50 31 80 1 0 112 0 1 1 0 2
+15 mins.3 62 48 0 113 37 1 8 0 46 29 89 7 0 125 2 0 2 0 4
+30 mins.4 49 47 0 100 18 1 13 0 32 27 93 3 0 123 2 2 3 0 7
+45 mins.0 51 55 0 106 40 2 23 0 65 30 76 2 0 108 1 0 2 0 3
Total Volume 9 219 184 0 412 126 4 63 0 193 117 338 13 0 468 5 3 8 0 16
% App. Total 2.2 53.2 44.7 0 65.3 2.1 32.6 0 25 72.2 2.8 0 31.2 18.8 50 0
PHF .563 .883 .836 .000 .912 .788 .500 .685 .000 .742 .944 .909 .464 .000 .936 .625 .375 .667 .000 .571
Crowley Road 21st Street 21st Street Crowley Road
Right
9
Thru
219
Left
184
Peds
0
In - Peak Hour: 05:00 PM
412 Right126 Thru4 Left63 Peds0 In - Peak Hour: 05:00 PM193 Left
13
Thru
338
Right
117
Peds
0
In - Peak Hour: 05:00 PM
468 Left8 Thru3 Right5 Peds0 In - Peak Hour: 05:00 PM16 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Crowley Rd / 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Crowley Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Groups Printed- General Traffic
Crowley Road
From North
Sunnyside Road
From East
Crowley Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 22 10 0 0 32 2 12 2 0 16 0 8 8 0 16 4 3 5 0 12 76
07:15 AM 37 14 0 0 51 2 20 0 0 22 0 18 7 0 25 8 6 13 0 27 125
07:30 AM 56 12 2 0 70 5 24 2 0 31 1 33 17 0 51 9 7 18 0 34 186
07:45 AM 70 20 2 0 92 3 16 1 0 20 2 36 24 0 62 5 12 14 0 31 205
Total 185 56 4 0 245 12 72 5 0 89 3 95 56 0 154 26 28 50 0 104 592
08:00 AM 41 9 2 0 52 4 14 0 0 18 0 17 14 0 31 10 7 13 0 30 131
08:15 AM 43 15 0 0 58 3 16 1 0 20 2 19 6 0 27 9 9 13 0 31 136
08:30 AM 38 18 1 0 57 1 16 11 0 28 2 22 12 0 36 8 7 7 0 22 143
08:45 AM 35 18 0 0 53 5 21 3 0 29 2 20 16 0 38 5 6 17 0 28 148
Total 157 60 3 0 220 13 67 15 0 95 6 78 48 0 132 32 29 50 0 111 558
------
04:00 PM 25 26 2 0 53 3 13 3 0 19 1 22 8 0 31 12 19 44 0 75 178
04:15 PM 33 22 1 0 56 0 13 2 0 15 3 19 4 0 26 11 20 46 0 77 174
04:30 PM 31 16 3 0 50 6 17 3 0 26 2 32 9 0 43 16 24 55 0 95 214
04:45 PM 30 20 8 0 58 2 16 2 0 20 2 44 22 0 68 11 29 55 0 95 241
Total 119 84 14 0 217 11 59 10 0 80 8 117 43 0 168 50 92 200 0 342 807
05:00 PM 29 30 9 0 68 5 15 8 0 28 4 38 14 0 56 16 26 63 0 105 257
05:15 PM 34 31 4 0 69 5 17 8 0 30 2 27 8 0 37 14 24 91 0 129 265
05:30 PM 31 28 5 1 65 6 14 2 0 22 6 33 12 0 51 10 22 92 0 124 262
05:45 PM 37 29 6 0 72 4 21 1 0 26 3 34 8 0 45 15 29 56 0 100 243
Total 131 118 24 1 274 20 67 19 0 106 15 132 42 0 189 55 101 302 0 458 1027
Grand Total 592 318 45 1 956 56 265 49 0 370 32 422 189 0 643 163 250 602 0 1015 2984
Apprch %61.9 33.3 4.7 0.1 15.1 71.6 13.2 0 5 65.6 29.4 0 16.1 24.6 59.3 0
Total %19.8 10.7 1.5 0 32 1.9 8.9 1.6 0 12.4 1.1 14.1 6.3 0 21.5 5.5 8.4 20.2 0 34
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Crowley Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road Sunnyside Road Sunnyside Road Crowley Road
Right
592
Thru
318
Left
45
Peds
1
InOut Total
1080 956 2036 Right56 Thru265 Left49 Peds0 OutTotalIn327 370 697 Left
189
Thru
422
Right
32
Peds
0
Out TotalIn
530 643 1173 Left602 Thru250 Right163 Peds0 TotalOutIn1046 1015 2061 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Crowley Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road
From North
Sunnyside Road
From East
Crowley Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 56 12 2 0 70 5 24 2 0 31 1 33 17 0 51 9 7 18 0 34 186
07:45 AM 70 20 2 0 92 3 16 1 0 20 2 36 24 0 62 5 12 14 0 31 205
08:00 AM 41 9 2 0 52 4 14 0 0 18 0 17 14 0 31 10 7 13 0 30 131
08:15 AM 43 15 0 0 58 3 16 1 0 20 2 19 6 0 27 9 9 13 0 31 136
Total Volume 210 56 6 0 272 15 70 4 0 89 5 105 61 0 171 33 35 58 0 126 658
% App. Total 77.2 20.6 2.2 0 16.9 78.7 4.5 0 2.9 61.4 35.7 0 26.2 27.8 46 0
PHF .750 .700 .750 .000 .739 .750 .729 .500 .000 .718 .625 .729 .635 .000 .690 .825 .729 .806 .000 .926 .802
Crowley Road Sunnyside Road Sunnyside Road Crowley Road
Right
210
Thru
56
Left
6
Peds
0
InOut Total
178 272 450 Right15 Thru70 Left4 Peds0 OutTotalIn46 89 135 Left
61
Thru
105
Right
5
Peds
0
Out TotalIn
93 171 264 Left58 Thru35 Right33 Peds0 TotalOutIn341 126 467 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Crowley Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road
From North
Sunnyside Road
From East
Crowley Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 08:00 AM 07:30 AM 07:30 AM
+0 mins.56 12 2 0 70 4 14 0 0 18 1 33 17 0 51 9 7 18 0 34
+15 mins.70 20 2 0 92 3 16 1 0 20 2 36 24 0 62 5 12 14 0 31
+30 mins.41 9 2 0 52 1 16 11 0 28 0 17 14 0 31 10 7 13 0 30
+45 mins.43 15 0 0 58 5 21 3 0 29 2 19 6 0 27 9 9 13 0 31
Total Volume 210 56 6 0 272 13 67 15 0 95 5 105 61 0 171 33 35 58 0 126
% App. Total 77.2 20.6 2.2 0 13.7 70.5 15.8 0 2.9 61.4 35.7 0 26.2 27.8 46 0
PHF .750 .700 .750 .000 .739 .650 .798 .341 .000 .819 .625 .729 .635 .000 .690 .825 .729 .806 .000 .926
Crowley Road Sunnyside Road Sunnyside Road Crowley Road
Right
210
Thru
56
Left
6
Peds
0
In - Peak Hour: 07:30 AM
272 Right13 Thru67 Left15 Peds0 In - Peak Hour: 08:00 AM95 Left
61
Thru
105
Right
5
Peds
0
In - Peak Hour: 07:30 AM
171 Left58 Thru35 Right33 Peds0 In - Peak Hour: 07:30 AM126 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Crowley Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road
From North
Sunnyside Road
From East
Crowley Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 29 30 9 0 68 5 15 8 0 28 4 38 14 0 56 16 26 63 0 105 257
05:15 PM 34 31 4 0 69 5 17 8 0 30 2 27 8 0 37 14 24 91 0 129 265
05:30 PM 31 28 5 1 65 6 14 2 0 22 6 33 12 0 51 10 22 92 0 124 262
05:45 PM 37 29 6 0 72 4 21 1 0 26 3 34 8 0 45 15 29 56 0 100 243
Total Volume 131 118 24 1 274 20 67 19 0 106 15 132 42 0 189 55 101 302 0 458 1027
% App. Total 47.8 43.1 8.8 0.4 18.9 63.2 17.9 0 7.9 69.8 22.2 0 12 22.1 65.9 0
PHF .885 .952 .667 .250 .951 .833 .798 .594 .000 .883 .625 .868 .750 .000 .844 .859 .871 .821 .000 .888 .969
Crowley Road Sunnyside Road Sunnyside Road Crowley Road
Right
131
Thru
118
Left
24
Peds
1
InOut Total
454 274 728 Right20 Thru67 Left19 Peds0 OutTotalIn140 106 246 Left
42
Thru
132
Right
15
Peds
0
Out TotalIn
192 189 381 Left302 Thru101 Right55 Peds0 TotalOutIn240 458 698 Peak Hour Begins at 05:00 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Crowley Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Crowley Road
From North
Sunnyside Road
From East
Crowley Road
From South
Sunnyside Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 04:45 PM 05:00 PM
+0 mins.29 30 9 0 68 5 15 8 0 28 2 44 22 0 68 16 26 63 0 105
+15 mins.34 31 4 0 69 5 17 8 0 30 4 38 14 0 56 14 24 91 0 129
+30 mins.31 28 5 1 65 6 14 2 0 22 2 27 8 0 37 10 22 92 0 124
+45 mins.37 29 6 0 72 4 21 1 0 26 6 33 12 0 51 15 29 56 0 100
Total Volume 131 118 24 1 274 20 67 19 0 106 14 142 56 0 212 55 101 302 0 458
% App. Total 47.8 43.1 8.8 0.4 18.9 63.2 17.9 0 6.6 67 26.4 0 12 22.1 65.9 0
PHF .885 .952 .667 .250 .951 .833 .798 .594 .000 .883 .583 .807 .636 .000 .779 .859 .871 .821 .000 .888
Crowley Road Sunnyside Road Sunnyside Road Crowley Road
Right
131
Thru
118
Left
24
Peds
1
In - Peak Hour: 05:00 PM
274 Right20 Thru67 Left19 Peds0 In - Peak Hour: 05:00 PM106 Left
56
Thru
142
Right
14
Peds
0
In - Peak Hour: 04:45 PM
212 Left302 Thru101 Right55 Peds0 In - Peak Hour: 05:00 PM458 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Crowley Rd (45th) & Sunnyside Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Crowley Rd / Sunnyside Rd
City, State: Ammon, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & Lincoln Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Iona Rd N / Lincoln Rd
City, State: Ammon, Idaho
Control: Stop Sign
Groups Printed- General Traffic
Iona Road N
From North
Lincoln Road
From East
Iona Road N
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 1 6 2 0 9 2 4 0 0 6 0 0 0 0 0 0 2 4 0 6 21
07:15 AM 6 11 0 5 22 1 7 0 0 8 0 9 1 7 17 0 2 2 2 6 53
07:30 AM 6 13 2 1 22 1 5 1 0 7 0 8 0 1 9 3 6 2 0 11 49
07:45 AM 5 12 1 0 18 2 2 1 0 5 0 3 1 0 4 2 2 2 0 6 33
Total 18 42 5 6 71 6 18 2 0 26 0 20 2 8 30 5 12 10 2 29 156
08:00 AM 4 8 1 0 13 0 8 0 0 8 1 4 3 1 9 0 2 0 0 2 32
08:15 AM 3 4 0 0 7 0 5 1 0 6 0 2 2 0 4 0 4 1 0 5 22
08:30 AM 2 6 0 0 8 2 6 1 0 9 1 7 3 0 11 1 3 1 0 5 33
08:45 AM 3 13 1 0 17 1 7 0 0 8 0 3 1 0 4 0 1 5 0 6 35
Total 12 31 2 0 45 3 26 2 0 31 2 16 9 1 28 1 10 7 0 18 122
------
04:00 PM 3 9 2 0 14 1 11 1 0 13 1 17 2 0 20 1 6 7 0 14 61
04:15 PM 2 9 1 0 12 0 8 0 0 8 2 8 3 0 13 4 11 2 0 17 50
04:30 PM 5 14 0 0 19 0 10 1 0 11 0 8 0 0 8 0 8 3 0 11 49
04:45 PM 3 12 1 0 16 2 6 0 0 8 0 10 0 0 10 6 9 11 0 26 60
Total 13 44 4 0 61 3 35 2 0 40 3 43 5 0 51 11 34 23 0 68 220
05:00 PM 2 13 1 0 16 2 5 0 0 7 0 21 3 0 24 3 10 3 0 16 63
05:15 PM 4 12 1 0 17 2 9 0 0 11 3 21 2 0 26 4 11 10 0 25 79
05:30 PM 4 16 2 0 22 0 12 1 0 13 2 20 2 0 24 0 17 3 0 20 79
05:45 PM 5 7 5 0 17 3 5 0 0 8 1 14 3 0 18 0 12 2 0 14 57
Total 15 48 9 0 72 7 31 1 0 39 6 76 10 0 92 7 50 18 0 75 278
Grand Total 58 165 20 6 249 19 110 7 0 136 11 155 26 9 201 24 106 58 2 190 776
Apprch %23.3 66.3 8 2.4 14 80.9 5.1 0 5.5 77.1 12.9 4.5 12.6 55.8 30.5 1.1
Total %7.5 21.3 2.6 0.8 32.1 2.4 14.2 0.9 0 17.5 1.4 20 3.4 1.2 25.9 3.1 13.7 7.5 0.3 24.5
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & Lincoln Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Iona Rd N / Lincoln Rd
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N Lincoln Road Lincoln Road Iona Road N
Right
58
Thru
165
Left
20
Peds
6
InOut Total
232 249 481 Right19 Thru110 Left7 Peds0 OutTotalIn137 136 273 Left
26
Thru
155
Right
11
Peds
9
Out TotalIn
196 201 397 Left58 Thru106 Right24 Peds2 TotalOutIn194 190 384 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & Lincoln Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Iona Rd N / Lincoln Rd
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N
From North
Lincoln Road
From East
Iona Road N
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 6 11 0 5 22 1 7 0 0 8 0 9 1 7 17 0 2 2 2 6 53
07:30 AM 6 13 2 1 22 1 5 1 0 7 0 8 0 1 9 3 6 2 0 11 49
07:45 AM 5 12 1 0 18 2 2 1 0 5 0 3 1 0 4 2 2 2 0 6 33
08:00 AM 4 8 1 0 13 0 8 0 0 8 1 4 3 1 9 0 2 0 0 2 32
Total Volume 21 44 4 6 75 4 22 2 0 28 1 24 5 9 39 5 12 6 2 25 167
% App. Total 28 58.7 5.3 8 14.3 78.6 7.1 0 2.6 61.5 12.8 23.1 20 48 24 8
PHF .875 .846 .500 .300 .852 .500 .688 .500 .000 .875 .250 .667 .417 .321 .574 .417 .500 .750 .250 .568 .788
Iona Road N Lincoln Road Lincoln Road Iona Road N
Right
21
Thru
44
Left
4
Peds
6
InOut Total
34 75 109 Right4 Thru22 Left2 Peds0 OutTotalIn17 28 45 Left
5
Thru
24
Right
1
Peds
9
Out TotalIn
51 39 90 Left6 Thru12 Right5 Peds2 TotalOutIn48 25 73 Peak Hour Begins at 07:15 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & Lincoln Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Iona Rd N / Lincoln Rd
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N
From North
Lincoln Road
From East
Iona Road N
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:15 AM 08:00 AM 07:15 AM 07:00 AM
+0 mins.6 11 0 5 22 0 8 0 0 8 0 9 1 7 17 0 2 4 0 6
+15 mins.6 13 2 1 22 0 5 1 0 6 0 8 0 1 9 0 2 2 2 6
+30 mins.5 12 1 0 18 2 6 1 0 9 0 3 1 0 4 3 6 2 0 11
+45 mins.4 8 1 0 13 1 7 0 0 8 1 4 3 1 9 2 2 2 0 6
Total Volume 21 44 4 6 75 3 26 2 0 31 1 24 5 9 39 5 12 10 2 29
% App. Total 28 58.7 5.3 8 9.7 83.9 6.5 0 2.6 61.5 12.8 23.1 17.2 41.4 34.5 6.9
PHF .875 .846 .500 .300 .852 .375 .813 .500 .000 .861 .250 .667 .417 .321 .574 .417 .500 .625 .250 .659
Iona Road N Lincoln Road Lincoln Road Iona Road N
Right
21
Thru
44
Left
4
Peds
6
In - Peak Hour: 07:15 AM
75 Right3 Thru26 Left2 Peds0 In - Peak Hour: 08:00 AM31 Left
5
Thru
24
Right
1
Peds
9
In - Peak Hour: 07:15 AM
39 Left10 Thru12 Right5 Peds2 In - Peak Hour: 07:00 AM29 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & Lincoln Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Iona Rd N / Lincoln Rd
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N
From North
Lincoln Road
From East
Iona Road N
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 3 12 1 0 16 2 6 0 0 8 0 10 0 0 10 6 9 11 0 26 60
05:00 PM 2 13 1 0 16 2 5 0 0 7 0 21 3 0 24 3 10 3 0 16 63
05:15 PM 4 12 1 0 17 2 9 0 0 11 3 21 2 0 26 4 11 10 0 25 79
05:30 PM 4 16 2 0 22 0 12 1 0 13 2 20 2 0 24 0 17 3 0 20 79
Total Volume 13 53 5 0 71 6 32 1 0 39 5 72 7 0 84 13 47 27 0 87 281
% App. Total 18.3 74.6 7 0 15.4 82.1 2.6 0 6 85.7 8.3 0 14.9 54 31 0
PHF .813 .828 .625 .000 .807 .750 .667 .250 .000 .750 .417 .857 .583 .000 .808 .542 .691 .614 .000 .837 .889
Iona Road N Lincoln Road Lincoln Road Iona Road N
Right
13
Thru
53
Left
5
Peds
0
InOut Total
105 71 176 Right6 Thru32 Left1 Peds0 OutTotalIn57 39 96 Left
7
Thru
72
Right
5
Peds
0
Out TotalIn
67 84 151 Left27 Thru47 Right13 Peds0 TotalOutIn52 87 139 Peak Hour Begins at 04:45 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & Lincoln Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Iona Rd N / Lincoln Rd
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N
From North
Lincoln Road
From East
Iona Road N
From South
Lincoln Road
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 04:00 PM 05:00 PM 04:45 PM
+0 mins.2 13 1 0 16 1 11 1 0 13 0 21 3 0 24 6 9 11 0 26
+15 mins.4 12 1 0 17 0 8 0 0 8 3 21 2 0 26 3 10 3 0 16
+30 mins.4 16 2 0 22 0 10 1 0 11 2 20 2 0 24 4 11 10 0 25
+45 mins.5 7 5 0 17 2 6 0 0 8 1 14 3 0 18 0 17 3 0 20
Total Volume 15 48 9 0 72 3 35 2 0 40 6 76 10 0 92 13 47 27 0 87
% App. Total 20.8 66.7 12.5 0 7.5 87.5 5 0 6.5 82.6 10.9 0 14.9 54 31 0
PHF .750 .750 .450 .000 .818 .375 .795 .500 .000 .769 .500 .905 .833 .000 .885 .542 .691 .614 .000 .837
Iona Road N Lincoln Road Lincoln Road Iona Road N
Right
15
Thru
48
Left
9
Peds
0
In - Peak Hour: 05:00 PM
72 Right3 Thru35 Left2 Peds0 In - Peak Hour: 04:00 PM40 Left
10
Thru
76
Right
6
Peds
0
In - Peak Hour: 05:00 PM
92 Left27 Thru47 Right13 Peds0 In - Peak Hour: 04:45 PM87 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & Lincoln Rd
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Iona Rd N / Lincoln Rd
City, State: Ammon, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Iona Rd N / 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
Groups Printed- General Traffic
Iona Road N
From North
1st Street
From East
1st Street
From West
Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total
07:00 AM 6 0 0 6 0 3 0 3 0 0 0 0 9
07:15 AM 12 0 0 12 0 3 0 3 0 10 0 10 25
07:30 AM 15 1 0 16 1 8 0 9 2 9 0 11 36
07:45 AM 16 0 0 16 0 11 0 11 5 3 0 8 35
Total 49 1 0 50 1 25 0 26 7 22 0 29 105
08:00 AM 9 1 0 10 0 5 0 5 5 7 0 12 27
08:15 AM 4 0 0 4 0 6 0 6 4 6 0 10 20
08:30 AM 8 1 0 9 0 3 0 3 2 8 0 10 22
08:45 AM 10 0 0 10 1 11 0 12 7 3 0 10 32
Total 31 2 0 33 1 25 0 26 18 24 0 42 101
------
04:00 PM 10 0 0 10 2 4 0 6 8 18 0 26 42
04:15 PM 9 1 0 10 1 9 0 10 4 9 0 13 33
04:30 PM 20 1 0 21 0 10 0 10 12 8 0 20 51
04:45 PM 14 2 0 16 0 6 0 6 9 11 0 20 42
Total 53 4 0 57 3 29 0 32 33 46 0 79 168
05:00 PM 12 2 0 14 0 9 0 9 7 24 0 31 54
05:15 PM 13 3 0 16 0 2 0 2 10 27 0 37 55
05:30 PM 13 3 0 16 0 5 0 5 8 24 0 32 53
05:45 PM 10 1 0 11 0 6 0 6 4 17 0 21 38
Total 48 9 0 57 0 22 0 22 29 92 0 121 200
Grand Total 181 16 0 197 5 101 0 106 87 184 0 271 574
Apprch %91.9 8.1 0 4.7 95.3 0 32.1 67.9 0
Total %31.5 2.8 0 34.3 0.9 17.6 0 18.5 15.2 32.1 0 47.2
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Iona Rd N / 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N 1st Street 1st Street Right
181
Left
16
Peds
0
InOut Total
189 197 386 Right5 Thru101 Peds0 OutTotalIn103 106 209 Left184 Thru87 Peds0 TotalOutIn282 271 553 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Iona Rd N / 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N
From North
1st Street
From East
1st Street
From West
Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 12 0 0 12 0 3 0 3 0 10 0 10 25
07:30 AM 15 1 0 16 1 8 0 9 2 9 0 11 36
07:45 AM 16 0 0 16 0 11 0 11 5 3 0 8 35
08:00 AM 9 1 0 10 0 5 0 5 5 7 0 12 27
Total Volume 52 2 0 54 1 27 0 28 12 29 0 41 123
% App. Total 96.3 3.7 0 3.6 96.4 0 29.3 70.7 0
PHF .813 .500 .000 .844 .250 .614 .000 .636 .600 .725 .000 .854 .854
Iona Road N 1st Street 1st Street Right
52
Left
2
Peds
0
InOut Total
30 54 84 Right1 Thru27 Peds0 OutTotalIn14 28 42 Left29 Thru12 Peds0 TotalOutIn79 41 120 Peak Hour Begins at 07:15 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Iona Rd N / 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N
From North
1st Street
From East
1st Street
From West
Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:15 AM 07:30 AM 08:00 AM
+0 mins.12 0 0 12 1 8 0 9 5 7 0 12
+15 mins.15 1 0 16 0 11 0 11 4 6 0 10
+30 mins.16 0 0 16 0 5 0 5 2 8 0 10
+45 mins.9 1 0 10 0 6 0 6 7 3 0 10
Total Volume 52 2 0 54 1 30 0 31 18 24 0 42
% App. Total 96.3 3.7 0 3.2 96.8 0 42.9 57.1 0
PHF .813 .500 .000 .844 .250 .682 .000 .705 .643 .750 .000 .875
Iona Road N 1st Street 1st Street Right
52
Left
2
Peds
0
In - Peak Hour: 07:15 AM
54 Right1 Thru30 Peds0 In - Peak Hour: 07:30 AM31 Left24 Thru18 Peds0 In - Peak Hour: 08:00 AM42 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Iona Rd N / 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N
From North
1st Street
From East
1st Street
From West
Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 14 2 0 16 0 6 0 6 9 11 0 20 42
05:00 PM 12 2 0 14 0 9 0 9 7 24 0 31 54
05:15 PM 13 3 0 16 0 2 0 2 10 27 0 37 55
05:30 PM 13 3 0 16 0 5 0 5 8 24 0 32 53
Total Volume 52 10 0 62 0 22 0 22 34 86 0 120 204
% App. Total 83.9 16.1 0 0 100 0 28.3 71.7 0
PHF .929 .833 .000 .969 .000 .611 .000 .611 .850 .796 .000 .811 .927
Iona Road N 1st Street 1st Street Right
52
Left
10
Peds
0
InOut Total
86 62 148 Right0 Thru22 Peds0 OutTotalIn44 22 66 Left86 Thru34 Peds0 TotalOutIn74 120 194 Peak Hour Begins at 04:45 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Iona Rd N / 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
Iona Road N
From North
1st Street
From East
1st Street
From West
Start Time Right Left Peds App. Total Right Thru Peds App. Total Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:30 PM 04:15 PM 05:00 PM
+0 mins.20 1 0 21 1 9 0 10 7 24 0 31
+15 mins.14 2 0 16 0 10 0 10 10 27 0 37
+30 mins.12 2 0 14 0 6 0 6 8 24 0 32
+45 mins.13 3 0 16 0 9 0 9 4 17 0 21
Total Volume 59 8 0 67 1 34 0 35 29 92 0 121
% App. Total 88.1 11.9 0 2.9 97.1 0 24 76 0
PHF .738 .667 .000 .798 .250 .850 .000 .875 .725 .852 .000 .818
Iona Road N 1st Street 1st Street Right
59
Left
8
Peds
0
In - Peak Hour: 04:30 PM
67 Right1 Thru34 Peds0 In - Peak Hour: 04:15 PM35 Left92 Thru29 Peds0 In - Peak Hour: 05:00 PM121 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Iona Rd N (55th) & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Iona Rd N / 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: 52nd E/ 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
Groups Printed- General Traffic
1st Street
From East
52nd E
From South
1st Street
From West
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
07:00 AM 9 1 0 10 0 4 0 4 0 2 0 2 16
07:15 AM 10 5 0 15 4 9 0 13 0 3 0 3 31
07:30 AM 20 1 0 21 2 14 0 16 1 6 0 7 44
07:45 AM 32 1 0 33 1 16 0 17 4 7 0 11 61
Total 71 8 0 79 7 43 0 50 5 18 0 23 152
08:00 AM 14 2 0 16 1 5 0 6 7 9 0 16 38
08:15 AM 12 0 0 12 0 4 0 4 1 8 0 9 25
08:30 AM 16 2 0 18 1 5 1 7 4 11 0 15 40
08:45 AM 18 0 0 18 2 8 0 10 0 7 0 7 35
Total 60 4 0 64 4 22 1 27 12 35 0 47 138
------
04:00 PM 12 5 0 17 2 5 0 7 5 14 0 19 43
04:15 PM 11 1 0 12 5 2 0 7 3 16 0 19 38
04:30 PM 13 2 0 15 2 3 0 5 3 18 0 21 41
04:45 PM 13 4 0 17 6 9 0 15 11 16 0 27 59
Total 49 12 0 61 15 19 0 34 22 64 0 86 181
05:00 PM 9 5 0 14 2 6 0 8 5 17 0 22 44
05:15 PM 13 2 0 15 7 6 0 13 6 25 0 31 59
05:30 PM 15 3 0 18 5 8 0 13 15 23 0 38 69
05:45 PM 15 6 0 21 10 6 0 16 5 24 0 29 66
Total 52 16 0 68 24 26 0 50 31 89 0 120 238
Grand Total 232 40 0 272 50 110 1 161 70 206 0 276 709
Apprch %85.3 14.7 0 31.1 68.3 0.6 25.4 74.6 0
Total %32.7 5.6 0 38.4 7.1 15.5 0.1 22.7 9.9 29.1 0 38.9
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: 52nd E/ 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
1st Street 1st Street 52nd E Thru232 Left40 Peds0 OutTotalIn256 272 528 Left
110
Right
50
Peds
1
Out TotalIn
110 161 271 Thru206 Right70 Peds0 TotalOutIn342 276 618 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: 52nd E/ 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
1st Street
From East
52nd E
From South
1st Street
From West
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 10 5 0 15 4 9 0 13 0 3 0 3 31
07:30 AM 20 1 0 21 2 14 0 16 1 6 0 7 44
07:45 AM 32 1 0 33 1 16 0 17 4 7 0 11 61
08:00 AM 14 2 0 16 1 5 0 6 7 9 0 16 38
Total Volume 76 9 0 85 8 44 0 52 12 25 0 37 174
% App. Total 89.4 10.6 0 15.4 84.6 0 32.4 67.6 0
PHF .594 .450 .000 .644 .500 .688 .000 .765 .429 .694 .000 .578 .713
1st Street 1st Street 52nd E Thru76 Left9 Peds0 OutTotalIn33 85 118 Left
44
Right
8
Peds
0
Out TotalIn
21 52 73 Thru25 Right12 Peds0 TotalOutIn120 37 157 Peak Hour Begins at 07:15 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: 52nd E/ 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
1st Street
From East
52nd E
From South
1st Street
From West
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:45 AM
+0 mins.10 5 0 15 4 9 0 13 4 7 0 11
+15 mins.20 1 0 21 2 14 0 16 7 9 0 16
+30 mins.32 1 0 33 1 16 0 17 1 8 0 9
+45 mins.14 2 0 16 1 5 0 6 4 11 0 15
Total Volume 76 9 0 85 8 44 0 52 16 35 0 51
% App. Total 89.4 10.6 0 15.4 84.6 0 31.4 68.6 0
PHF .594 .450 .000 .644 .500 .688 .000 .765 .571 .795 .000 .797
1st Street 1st Street 52nd E Thru76 Left9 Peds0 In - Peak Hour: 07:15 AM85 Left
44
Right
8
Peds
0
In - Peak Hour: 07:15 AM
52 Thru35 Right16 Peds0 In - Peak Hour: 07:45 AM51 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: 52nd E/ 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
1st Street
From East
52nd E
From South
1st Street
From West
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 9 5 0 14 2 6 0 8 5 17 0 22 44
05:15 PM 13 2 0 15 7 6 0 13 6 25 0 31 59
05:30 PM 15 3 0 18 5 8 0 13 15 23 0 38 69
05:45 PM 15 6 0 21 10 6 0 16 5 24 0 29 66
Total Volume 52 16 0 68 24 26 0 50 31 89 0 120 238
% App. Total 76.5 23.5 0 48 52 0 25.8 74.2 0
PHF .867 .667 .000 .810 .600 .813 .000 .781 .517 .890 .000 .789 .862
1st Street 1st Street 52nd E Thru52 Left16 Peds0 OutTotalIn113 68 181 Left
26
Right
24
Peds
0
Out TotalIn
47 50 97 Thru89 Right31 Peds0 TotalOutIn78 120 198 Peak Hour Begins at 05:00 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: 52nd E/ 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
1st Street
From East
52nd E
From South
1st Street
From West
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
05:00 PM 05:00 PM 05:00 PM
+0 mins.9 5 0 14 2 6 0 8 5 17 0 22
+15 mins.13 2 0 15 7 6 0 13 6 25 0 31
+30 mins.15 3 0 18 5 8 0 13 15 23 0 38
+45 mins.15 6 0 21 10 6 0 16 5 24 0 29
Total Volume 52 16 0 68 24 26 0 50 31 89 0 120
% App. Total 76.5 23.5 0 48 52 0 25.8 74.2 0
PHF .867 .667 .000 .810 .600 .813 .000 .781 .517 .890 .000 .789
1st Street 1st Street 52nd E Thru52 Left16 Peds0 In - Peak Hour: 05:00 PM68 Left
26
Right
24
Peds
0
In - Peak Hour: 05:00 PM
50 Thru89 Right31 Peds0 In - Peak Hour: 05:00 PM120 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 1st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: 52nd E/ 1st Street
City, State: Ammon, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: 52nd E/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Groups Printed- General Traffic
52nd E
From Northeast
21st Street
From East
21st Street
From West
Start Time Bear Right Hard Left Peds App. Total Hard Right Thru Peds App. Total Thru Bear Left Peds App. Total Int. Total
07:00 AM 2 0 0 2 1 10 0 11 3 1 0 4 17
07:15 AM 3 1 0 4 8 24 0 32 5 4 0 9 45
07:30 AM 2 2 0 4 7 33 0 40 7 4 1 12 56
07:45 AM 4 1 0 5 13 35 0 48 16 10 0 26 79
Total 11 4 0 15 29 102 0 131 31 19 1 51 197
08:00 AM 4 5 0 9 3 18 0 21 8 3 0 11 41
08:15 AM 0 1 0 1 2 25 0 27 15 2 0 17 45
08:30 AM 1 1 0 2 5 26 0 31 7 7 0 14 47
08:45 AM 1 3 0 4 1 16 0 17 11 2 3 16 37
Total 6 10 0 16 11 85 0 96 41 14 3 58 170
------
04:00 PM 4 5 0 9 7 26 0 33 27 3 0 30 72
04:15 PM 3 5 0 8 1 23 3 27 27 5 0 32 67
04:30 PM 3 5 0 8 2 22 0 24 17 4 0 21 53
04:45 PM 4 7 0 11 4 14 0 18 16 10 0 26 55
Total 14 22 0 36 14 85 3 102 87 22 0 109 247
05:00 PM 2 5 0 7 4 28 2 34 32 10 0 42 83
05:15 PM 1 9 0 10 5 23 0 28 38 9 0 47 85
05:30 PM 8 6 0 14 6 22 0 28 32 12 0 44 86
05:45 PM 6 4 0 10 2 35 0 37 45 7 0 52 99
Total 17 24 0 41 17 108 2 127 147 38 0 185 353
Grand Total 48 60 0 108 71 380 5 456 306 93 4 403 967
Apprch %44.4 55.6 0 15.6 83.3 1.1 75.9 23.1 1
Total %5 6.2 0 11.2 7.3 39.3 0.5 47.2 31.6 9.6 0.4 41.7
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: 52nd E/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
52nd E 21st Street 21st Street BearRight48 HardLeft60 Peds0 Out164 In108 Total272 HardRight71 Thru380 Peds5 OutTotalIn366 456 822 BearLeft93 Thru306 Peds4 TotalOutIn428 403 831 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: 52nd E/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
52nd E
From Northeast
21st Street
From East
21st Street
From West
Start Time Bear Right Hard Left Peds App. Total Hard Right Thru Peds App. Total Thru Bear Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 3 1 0 4 8 24 0 32 5 4 0 9 45
07:30 AM 2 2 0 4 7 33 0 40 7 4 1 12 56
07:45 AM 4 1 0 5 13 35 0 48 16 10 0 26 79
08:00 AM 4 5 0 9 3 18 0 21 8 3 0 11 41
Total Volume 13 9 0 22 31 110 0 141 36 21 1 58 221
% App. Total 59.1 40.9 0 22 78 0 62.1 36.2 1.7
PHF .813 .450 .000 .611 .596 .786 .000 .734 .563 .525 .250 .558 .699
52nd E 21st Street 21st Street BearRight13 HardLeft9 Peds0 Out52 In22 Total74 HardRight31 Thru110 Peds0 OutTotalIn45 141 186 BearLeft21 Thru36 Peds1 TotalOutIn123 58 181 Peak Hour Begins at 07:15 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: 52nd E/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
52nd E
From Northeast
21st Street
From East
21st Street
From West
Start Time Bear Right Hard Left Peds App. Total Hard Right Thru Peds App. Total Thru Bear Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:15 AM 07:15 AM 07:45 AM
+0 mins.3 1 0 4 8 24 0 32 16 10 0 26
+15 mins.2 2 0 4 7 33 0 40 8 3 0 11
+30 mins.4 1 0 5 13 35 0 48 15 2 0 17
+45 mins.4 5 0 9 3 18 0 21 7 7 0 14
Total Volume 13 9 0 22 31 110 0 141 46 22 0 68
% App. Total 59.1 40.9 0 22 78 0 67.6 32.4 0
PHF .813 .450 .000 .611 .596 .786 .000 .734 .719 .550 .000 .654
52nd E 21st Street 21st Street BearRight13 HardLeft9 Peds0 In - Peak Hour: 07:15 AM22 HardRight31 Thru110 Peds0 In - Peak Hour: 07:15 AM141 BearLeft22 Thru46 Peds0 In - Peak Hour: 07:45 AM68 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: 52nd E/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
52nd E
From Northeast
21st Street
From East
21st Street
From West
Start Time Bear Right Hard Left Peds App. Total Hard Right Thru Peds App. Total Thru Bear Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 2 5 0 7 4 28 2 34 32 10 0 42 83
05:15 PM 1 9 0 10 5 23 0 28 38 9 0 47 85
05:30 PM 8 6 0 14 6 22 0 28 32 12 0 44 86
05:45 PM 6 4 0 10 2 35 0 37 45 7 0 52 99
Total Volume 17 24 0 41 17 108 2 127 147 38 0 185 353
% App. Total 41.5 58.5 0 13.4 85 1.6 79.5 20.5 0
PHF .531 .667 .000 .732 .708 .771 .250 .858 .817 .792 .000 .889 .891
52nd E 21st Street 21st Street BearRight17 HardLeft24 Peds0 Out55 In41 Total96 HardRight17 Thru108 Peds2 OutTotalIn171 127 298 BearLeft38 Thru147 Peds0 TotalOutIn125 185 310 Peak Hour Begins at 05:00 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: 52nd E/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
52nd E
From Northeast
21st Street
From East
21st Street
From West
Start Time Bear Right Hard Left Peds App. Total Hard Right Thru Peds App. Total Thru Bear Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
04:45 PM 05:00 PM 05:00 PM
+0 mins.4 7 0 11 4 28 2 34 32 10 0 42
+15 mins.2 5 0 7 5 23 0 28 38 9 0 47
+30 mins.1 9 0 10 6 22 0 28 32 12 0 44
+45 mins.8 6 0 14 2 35 0 37 45 7 0 52
Total Volume 15 27 0 42 17 108 2 127 147 38 0 185
% App. Total 35.7 64.3 0 13.4 85 1.6 79.5 20.5 0
PHF .469 .750 .000 .750 .708 .771 .250 .858 .817 .792 .000 .889
52nd E 21st Street 21st Street BearRight15 HardLeft27 Peds0 In - Peak Hour: 04:45 PM42 HardRight17 Thru108 Peds2 In - Peak Hour: 05:00 PM127 BearLeft38 Thru147 Peds0 In - Peak Hour: 05:00 PM185 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : 52nd E & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: 52nd E/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Fieldstone Drive & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 1
Study: HALE0044
Intersection: Fieldstone Dr/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Groups Printed- General Traffic
Private Drive
From North
21st Street
From East
Fieldstone Drive
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
07:00 AM 0 0 0 1 1 0 7 0 0 7 0 0 1 1 2 0 3 0 0 3 13
07:15 AM 0 0 0 0 0 0 17 1 0 18 0 0 16 2 18 1 5 0 0 6 42
07:30 AM 0 0 0 0 0 0 33 0 0 33 0 0 7 0 7 0 8 0 0 8 48
07:45 AM 0 0 0 0 0 0 33 0 0 33 1 0 15 1 17 4 13 0 0 17 67
Total 0 0 0 1 1 0 90 1 0 91 1 0 39 4 44 5 29 0 0 34 170
08:00 AM 0 0 0 0 0 0 11 1 0 12 0 0 11 0 11 2 12 0 0 14 37
08:15 AM 0 0 0 0 0 0 20 0 0 20 0 0 7 3 10 1 15 0 0 16 46
08:30 AM 0 0 0 0 0 0 26 0 2 28 0 0 5 0 5 3 5 0 0 8 41
08:45 AM 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 1 13 0 0 14 32
Total 0 0 0 0 0 0 75 1 2 78 0 0 23 3 26 7 45 0 0 52 156
------
04:00 PM 0 0 0 0 0 0 28 1 0 29 1 0 4 0 5 6 26 0 0 32 66
04:15 PM 0 0 0 0 0 0 18 0 0 18 2 0 7 0 9 9 23 0 0 32 59
04:30 PM 0 0 0 0 0 0 21 3 0 24 0 0 2 0 2 2 20 0 0 22 48
04:45 PM 0 0 0 0 0 0 14 1 0 15 0 0 4 0 4 4 19 0 0 23 42
Total 0 0 0 0 0 0 81 5 0 86 3 0 17 0 20 21 88 0 0 109 215
05:00 PM 0 0 0 0 0 0 27 0 0 27 1 0 4 0 5 6 30 0 0 36 68
05:15 PM 0 0 0 0 0 0 23 1 0 24 1 0 6 0 7 11 38 0 0 49 80
05:30 PM 0 0 0 0 0 0 18 0 0 18 2 0 10 0 12 9 30 0 0 39 69
05:45 PM 0 0 0 0 0 0 28 1 0 29 1 0 8 0 9 9 40 0 0 49 87
Total 0 0 0 0 0 0 96 2 0 98 5 0 28 0 33 35 138 0 0 173 304
Grand Total 0 0 0 1 1 0 342 9 2 353 9 0 107 7 123 68 300 0 0 368 845
Apprch %0 0 0 100 0 96.9 2.5 0.6 7.3 0 87 5.7 18.5 81.5 0 0
Total %0 0 0 0.1 0.1 0 40.5 1.1 0.2 41.8 1.1 0 12.7 0.8 14.6 8 35.5 0 0 43.6
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Fieldstone Drive & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 2
Study: HALE0044
Intersection: Fieldstone Dr/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Private Drive 21st Street 21st Street Fieldstone Drive
Right
0
Thru
0
Left
0
Peds
1
InOut Total
0 1 1 Right0 Thru342 Left9 Peds2 OutTotalIn309 353 662 Left
107
Thru
0
Right
9
Peds
7
Out TotalIn
77 123 200 Left0 Thru300 Right68 Peds0 TotalOutIn449 368 817 8/10/2021 07:00 AM
8/10/2021 05:45 PM
General Traffic
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Fieldstone Drive & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 3
Study: HALE0044
Intersection: Fieldstone Dr/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Private Drive
From North
21st Street
From East
Fieldstone Drive
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 0 0 0 0 0 33 0 0 33 0 0 7 0 7 0 8 0 0 8 48
07:45 AM 0 0 0 0 0 0 33 0 0 33 1 0 15 1 17 4 13 0 0 17 67
08:00 AM 0 0 0 0 0 0 11 1 0 12 0 0 11 0 11 2 12 0 0 14 37
08:15 AM 0 0 0 0 0 0 20 0 0 20 0 0 7 3 10 1 15 0 0 16 46
Total Volume 0 0 0 0 0 0 97 1 0 98 1 0 40 4 45 7 48 0 0 55 198
% App. Total 0 0 0 0 0 99 1 0 2.2 0 88.9 8.9 12.7 87.3 0 0
PHF .000 .000 .000 .000 .000 .000 .735 .250 .000 .742 .250 .000 .667 .333 .662 .438 .800 .000 .000 .809 .739
Private Drive 21st Street 21st Street Fieldstone Drive
Right
0
Thru
0
Left
0
Peds
0
InOut Total
0 0 0 Right0 Thru97 Left1 Peds0 OutTotalIn49 98 147 Left
40
Thru
0
Right
1
Peds
4
Out TotalIn
8 45 53 Left0 Thru48 Right7 Peds0 TotalOutIn137 55 192 Peak Hour Begins at 07:30 AM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Fieldstone Drive & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 4
Study: HALE0044
Intersection: Fieldstone Dr/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Private Drive
From North
21st Street
From East
Fieldstone Drive
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:00 AM 07:30 AM 07:15 AM 07:30 AM
+0 mins.0 0 0 1 1 0 33 0 0 33 0 0 16 2 18 0 8 0 0 8
+15 mins.0 0 0 0 0 0 33 0 0 33 0 0 7 0 7 4 13 0 0 17
+30 mins.0 0 0 0 0 0 11 1 0 12 1 0 15 1 17 2 12 0 0 14
+45 mins.0 0 0 0 0 0 20 0 0 20 0 0 11 0 11 1 15 0 0 16
Total Volume 0 0 0 1 1 0 97 1 0 98 1 0 49 3 53 7 48 0 0 55
% App. Total 0 0 0 100 0 99 1 0 1.9 0 92.5 5.7 12.7 87.3 0 0
PHF .000 .000 .000 .250 .250 .000 .735 .250 .000 .742 .250 .000 .766 .375 .736 .438 .800 .000 .000 .809
Private Drive 21st Street 21st Street Fieldstone Drive
Right
0
Thru
0
Left
0
Peds
1
In - Peak Hour: 07:00 AM
1 Right0 Thru97 Left1 Peds0 In - Peak Hour: 07:30 AM98 Left
49
Thru
0
Right
1
Peds
3
In - Peak Hour: 07:15 AM
53 Left0 Thru48 Right7 Peds0 In - Peak Hour: 07:30 AM55 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Fieldstone Drive & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 5
Study: HALE0044
Intersection: Fieldstone Dr/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Private Drive
From North
21st Street
From East
Fieldstone Drive
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 05:00 PM
05:00 PM 0 0 0 0 0 0 27 0 0 27 1 0 4 0 5 6 30 0 0 36 68
05:15 PM 0 0 0 0 0 0 23 1 0 24 1 0 6 0 7 11 38 0 0 49 80
05:30 PM 0 0 0 0 0 0 18 0 0 18 2 0 10 0 12 9 30 0 0 39 69
05:45 PM 0 0 0 0 0 0 28 1 0 29 1 0 8 0 9 9 40 0 0 49 87
Total Volume 0 0 0 0 0 0 96 2 0 98 5 0 28 0 33 35 138 0 0 173 304
% App. Total 0 0 0 0 0 98 2 0 15.2 0 84.8 0 20.2 79.8 0 0
PHF .000 .000 .000 .000 .000 .000 .857 .500 .000 .845 .625 .000 .700 .000 .688 .795 .863 .000 .000 .883 .874
Private Drive 21st Street 21st Street Fieldstone Drive
Right
0
Thru
0
Left
0
Peds
0
InOut Total
0 0 0 Right0 Thru96 Left2 Peds0 OutTotalIn143 98 241 Left
28
Thru
0
Right
5
Peds
0
Out TotalIn
37 33 70 Left0 Thru138 Right35 Peds0 TotalOutIn124 173 297 Peak Hour Begins at 05:00 PM
General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Fieldstone Drive & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 6
Study: HALE0044
Intersection: Fieldstone Dr/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Private Drive
From North
21st Street
From East
Fieldstone Drive
From South
21st Street
From West
Start
Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
12:00 PM 05:00 PM 05:00 PM 05:00 PM
+0 mins.0 0 0 0 0 0 27 0 0 27 1 0 4 0 5 6 30 0 0 36
+15 mins.0 0 0 0 0 0 23 1 0 24 1 0 6 0 7 11 38 0 0 49
+30 mins.0 0 0 0 0 0 18 0 0 18 2 0 10 0 12 9 30 0 0 39
+45 mins.0 0 0 0 0 0 28 1 0 29 1 0 8 0 9 9 40 0 0 49
Total Volume 0 0 0 0 0 0 96 2 0 98 5 0 28 0 33 35 138 0 0 173
% App. Total 0 0 0 0 0 98 2 0 15.2 0 84.8 0 20.2 79.8 0 0
PHF .000 .000 .000 .000 .000 .000 .857 .500 .000 .845 .625 .000 .700 .000 .688 .795 .863 .000 .000 .883
Private Drive 21st Street 21st Street Fieldstone Drive
Right
0
Thru
0
Left
0
Peds
0
In - Peak Hour: 12:00 PM
0 Right0 Thru96 Left2 Peds0 In - Peak Hour: 05:00 PM98 Left
28
Thru
0
Right
5
Peds
0
In - Peak Hour: 05:00 PM
33 Left0 Thru138 Right35 Peds0 In - Peak Hour: 05:00 PM173 General Traffic
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
File Name : Fieldstone Drive & 21st Street
Site Code : 00000000
Start Date : 8/10/2021
Page No : 7
Study: HALE0044
Intersection: Fieldstone Dr/ 21st Street
City, State: Ammon, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 413-2993
Ammon - BCP
Traffic Impact Study
APPENDIX B
LOS Results
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 146 141 96 4.6 A
T 290 295 102 4.5 A
R 34 34 100 2.6 A
Subtotal 470 470 100 4.4 A
L 20 20 99 9.0 A
T 477 477 100 9.9 A
R 69 67 97 5.4 A
Subtotal 566 564 100 9.3 A
L 45 45 100 7.5 A
T 206 210 102 8.8 A
R 154 156 101 5.5 A
Subtotal 405 411 101 7.4 A
L 66 64 97 9.8 A
T 639 640 100 9.0 A
R 41 37 91 8.6 A
Subtotal 746 741 99 9.0 A
Total 2,188 2,186 100 7.8 A
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 82 81 98 23.4 C
T 364 358 98 15.9 B
R 52 51 98 8.5 A
Subtotal 498 490 98 16.4 B
L 44 42 96 96.7 F
T 635 636 100 14.7 B
R 51 52 101 6.7 A
Subtotal 730 730 100 18.8 B
L 46 48 104 20.6 C
T 134 144 108 16.3 B
R 78 77 99 6.3 A
Subtotal 258 269 104 14.2 B
L 148 145 98 22.3 C
T 402 403 100 19.2 B
R 72 76 106 12.8 B
Subtotal 622 624 100 19.1 B
Total 2,108 2,113 100 17.7 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 88 85 97 84.1 F
T 279 271 97 21.2 C
R 89 90 101 6.5 A
Subtotal 456 446 98 30.2 C
L 121 115 95 74.6 E
T 586 588 100 24.9 C
R 155 154 99 13.7 B
Subtotal 862 857 99 29.6 C
L 98 98 100 71.1 E
T 302 306 101 18.9 B
R 100 106 106 7.1 A
Subtotal 500 510 102 26.5 C
L 145 143 98 64.6 E
T 548 555 101 22.0 C
R 117 112 96 15.2 B
Subtotal 810 810 100 28.6 C
Total 2,628 2,623 100 28.9 C
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 141 138 98 63.4 E
T 136 134 99 18.6 B
R 52 53 101 3.3 A
Subtotal 329 325 99 35.1 D
L 70 70 100 109.7 F
T 490 492 100 9.1 A
R 204 208 102 17.7 B
Subtotal 764 770 101 20.6 C
L 140 132 94 66.1 E
T 306 304 99 19.5 B
R 105 104 99 5.1 A
Subtotal 551 540 98 28.1 C
L 50 49 98 135.9 F
T 853 857 100 29.0 C
R 74 75 102 10.5 B
Subtotal 977 981 100 32.9 C
Total 2,621 2,616 100 28.7 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 170 169 100 11.8 B
T 298 310 104 13.5 B
R 49 50 102 2.3 A
Subtotal 517 529 102 11.9 B
L 17 16 94 14.0 B
T 364 355 98 13.9 B
R 211 211 100 3.4 A
Subtotal 592 582 98 10.1 A
L 92 94 102 6.8 A
T 109 111 102 7.9 A
R 77 77 100 3.7 A
Subtotal 278 282 101 6.4 A
L 80 78 98 7.2 A
T 356 354 100 6.6 A
R 41 44 108 2.7 A
Subtotal 477 476 100 6.3 A
Total 1,864 1,869 100 9.1 A
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 102 100 98 28.9 C
T 574 597 104 14.5 B
R 38 39 102 10.6 B
Subtotal 714 736 103 16.2 B
L 33 30 91 24.6 C
T 439 436 99 19.8 B
R 120 119 99 9.9 A
Subtotal 592 585 99 18.0 B
L 66 66 100 27.3 C
T 126 131 104 23.4 C
R 46 46 100 12.0 B
Subtotal 238 243 102 22.3 C
L 168 175 104 21.4 C
T 277 285 103 19.4 B
R 74 75 102 8.0 A
Subtotal 519 535 103 18.5 B
Total 2,063 2,099 102 18.0 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 86 79 92 21.1 C
T 355 367 103 18.4 B
R 47 49 104 4.9 A
Subtotal 488 495 101 17.5 B
L 107 108 101 29.0 C
T 498 502 101 13.1 B
R 53 53 100 13.0 B
Subtotal 658 663 101 15.7 B
L 118 119 101 27.4 C
T 370 366 99 11.7 B
R 25 25 101 6.0 A
Subtotal 513 510 99 15.1 B
L 37 35 94 19.1 B
T 348 352 101 16.4 B
R 241 246 102 12.2 B
Subtotal 626 633 101 14.9 B
Total 2,285 2,301 101 15.7 B
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 108 110 102 14.7 B
T 133 137 103 10.4 B
R 11 11 102 3.1 A
Subtotal 252 258 102 11.9 B
L 71 74 105 17.4 B
T 113 110 97 15.5 B
R 335 340 101 10.4 B
Subtotal 519 524 101 12.5 B
L 116 115 99 22.0 C
T 284 275 97 9.0 A
R 39 43 110 5.7 A
Subtotal 439 433 99 12.1 B
L 17 15 88 13.3 B
T 395 392 99 11.7 B
R 51 51 100 5.6 A
Subtotal 463 458 99 11.1 B
Total 1,674 1,673 100 12.0 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 90 91 101 6.7 A
T 149 153 103 8.7 A
R 9 10 114 6.7 A
Subtotal 248 254 102 7.9 A
L 8 8 103 5.4 A
T 218 216 99 6.9 A
R 89 92 104 4.4 A
Subtotal 315 316 100 6.1 A
L 31 30 97 4.8 A
T 70 68 96 3.7 A
R 68 73 107 4.4 A
Subtotal 169 171 101 4.2 A
L 34 34 100 4.2 A
T 101 98 97 7.1 A
R 13 13 102 3.7 A
Subtotal 148 145 98 6.1 A
Total 880 886 101 6.3 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 29 28 97 5.4 A
T 173 178 103 7.9 A
R 39 38 97 5.5 A
Subtotal 241 244 101 7.2 A
L 5 4 76 8.3 A
T 273 274 100 8.7 A
R 45 49 109 6.4 A
Subtotal 323 327 101 8.4 A
L 49 49 100 8.4 A
T 108 108 100 6.8 A
R 36 38 105 8.0 A
Subtotal 193 195 101 7.4 A
L 36 37 102 4.0 A
T 83 83 100 3.0 A
R 12 11 94 4.0 A
Subtotal 131 131 100 3.4 A
Total 889 897 101 7.2 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 119 116 98 3.8 A
T 182 186 102 6.0 A
Subtotal 301 302 100 5.2 A
T 202 208 103 10.7 B
R 131 132 101 8.2 A
Subtotal 333 340 102 9.7 A
L 48 46 96 6.8 A
T 272 282 104 3.8 A
R 61 57 93 7.1 A
Subtotal 381 385 101 4.6 A
Total 1,014 1,027 101 6.5 A
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 3 3 92 4.4 A
T 169 167 99 4.5 A
R 38 38 99 3.4 A
Subtotal 210 208 99 4.3 A
L 61 59 97 2.5 A
T 202 206 102 1.7 A
R 2 2 100 0.8 A
Subtotal 265 267 101 1.9 A
L 4 3 71 5.4 A
R 14 14 100 3.6 A
Subtotal 18 17 94 3.9 A
L 85 87 102 9.0 A
T 3 2 62 12.9 B
R 122 127 104 5.9 A
Subtotal 210 216 103 7.2 A
Total 704 708 101 4.3 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 66 62 94 5.9 A
T 114 114 100 9.0 A
R 5 5 95 3.7 A
Subtotal 185 181 98 7.8 A
L 7 8 110 9.4 A
T 65 68 105 12.0 B
R 229 230 101 7.8 A
Subtotal 301 306 102 8.8 A
L 63 60 95 7.4 A
T 140 137 98 3.7 A
R 36 35 97 5.4 A
Subtotal 239 232 97 4.9 A
L 4 3 71 4.6 A
T 76 75 99 8.5 A
R 16 16 100 3.5 A
Subtotal 96 94 98 7.5 A
Total 822 813 99 7.3 A
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 5 5 95 4.6 A
T 27 24 90 7.0 A
R 1 1 100 5.7 A
Subtotal 33 30 91 6.6 A
L 4 3 71 5.1 A
T 48 47 98 7.5 A
R 23 23 99 2.5 A
Subtotal 75 73 97 5.8 A
L 7 6 83 3.1 A
T 41 40 97 3.2 A
R 5 6 114 2.0 A
Subtotal 53 52 98 3.1 A
L 2 2 100 2.0 A
T 24 23 97 8.0 A
R 4 4 94 2.0 A
Subtotal 30 29 97 6.8 A
Total 192 184 96 5.3 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 2 1 50 7.7 A
R 57 57 100 5.2 A
Subtotal 59 58 98 5.2 A
L 32 29 91 1.2 A
T 13 15 118 0.4 A
Subtotal 45 44 98 0.9 A
T 29 28 97 0.7 A
R 1 2 200 0.0 A
Subtotal 30 30 100 0.7 A
Total 134 132 99 2.7 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 48 46 96 4.7 A
T 1 2 200 0.0 A
R 9 9 103 3.2 A
Subtotal 58 57 98 4.3 A
T 81 78 97 0.7 A
R 13 14 110 0.8 A
Subtotal 94 92 98 0.7 A
L 10 8 82 1.1 A
T 83 85 102 0.5 A
Subtotal 93 93 100 0.6 A
Total 244 242 99 1.5 A
Volume Served Delay/Veh (sec)
NB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 23 20 86 2.6 A
T 76 77 101 0.8 A
Subtotal 99 97 98 1.2 A
T 120 124 104 0.6 A
R 34 35 103 0.3 A
Subtotal 154 159 103 0.5 A
L 10 10 103 3.2 A
R 14 13 93 1.7 A
Subtotal 24 23 96 2.4 A
Total 277 279 101 0.9 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 44 46 105 4.6 A
R 1 1 100 4.2 A
Subtotal 45 47 104 4.6 A
T 52 52 100 0.5 A
R 8 9 116 0.1 A
Subtotal 60 61 102 0.4 A
L 1 0 0
T 106 110 104 0.4 A
Subtotal 107 110 103 0.4 A
Total 212 218 103 1.3 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 164 171 104 23.4 C
T 748 744 100 16.1 C
R 144 149 103 15.2 C
Subtotal 1,056 1,064 101 17.1 C
L 78 74 95 16.2 C
T 593 602 101 13.5 B
R 66 62 94 8.5 A
Subtotal 737 738 100 13.4 B
L 61 63 103 35.9 E
T 666 667 100 32.0 D
R 303 307 101 18.5 C
Subtotal 1,030 1,037 101 28.2 D
L 69 71 103 9.2 A
T 426 426 100 6.8 A
R 30 29 96 7.1 A
Subtotal 525 526 100 7.1 A
Total 3,349 3,365 100 18.2 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 174 169 97 27.9 C
T 926 935 101 25.0 C
R 216 219 101 20.3 C
Subtotal 1,316 1,323 101 24.6 C
L 31 30 96 140.2 F
T 902 918 102 11.8 B
R 48 47 98 7.5 A
Subtotal 981 995 101 15.5 B
L 73 73 100 31.5 C
T 396 394 100 29.7 C
R 167 166 99 8.6 A
Subtotal 636 633 100 24.4 C
L 120 117 98 36.8 D
T 364 359 99 24.7 C
R 57 57 100 20.3 C
Subtotal 541 533 99 26.9 C
Total 3,474 3,484 100 22.4 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 263 257 98 60.7 E
T 726 731 101 46.4 D
R 224 234 104 21.3 C
Subtotal 1,213 1,222 101 44.6 D
L 219 220 100 77.4 E
T 605 605 100 55.8 E
R 216 215 100 16.8 B
Subtotal 1,040 1,040 100 52.3 D
L 349 343 98 62.5 E
T 734 727 99 42.8 D
R 258 250 97 15.7 B
Subtotal 1,341 1,320 98 42.8 D
L 209 209 100 78.8 E
T 523 523 100 49.1 D
R 174 178 102 42.5 D
Subtotal 906 910 100 54.6 D
Total 4,500 4,492 100 48.0 D
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 183 185 101 54.9 D
T 307 321 104 31.5 C
R 135 143 106 11.9 B
Subtotal 625 649 104 33.9 C
L 215 218 101 56.1 E
T 586 582 99 21.3 C
R 267 262 98 18.0 B
Subtotal 1,068 1,062 99 27.6 C
L 395 391 99 46.2 D
T 879 880 100 26.3 C
R 228 228 100 12.7 B
Subtotal 1,502 1,499 100 29.4 C
L 89 87 97 92.2 F
T 584 573 98 31.1 C
R 156 159 102 11.8 B
Subtotal 829 819 99 33.8 C
Total 4,025 4,029 100 30.7 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 86 82 95 18.0 C
T 507 510 101 14.7 B
R 157 158 100 4.5 A
Subtotal 750 750 100 12.9 B
L 12 12 98 6.9 A
T 468 474 101 8.5 A
R 226 234 104 3.5 A
Subtotal 706 720 102 6.8 A
L 163 163 100 43.1 E
T 510 517 101 31.2 D
R 255 251 99 14.6 B
Subtotal 928 931 100 28.8 D
L 76 70 92 6.8 A
T 209 211 101 6.5 A
R 47 46 98 2.7 A
Subtotal 332 327 98 6.0 A
Total 2,717 2,728 100 16.1 C
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 76 77 101 38.5 D
T 504 506 100 26.8 C
R 105 111 105 17.0 B
Subtotal 685 694 101 26.5 C
L 89 89 100 38.4 D
T 613 604 99 23.2 C
R 102 104 102 13.4 B
Subtotal 804 797 99 23.6 C
L 164 162 99 31.9 C
T 400 402 100 30.6 C
R 100 100 100 18.7 B
Subtotal 664 664 100 29.1 C
L 114 112 98 30.1 C
T 259 250 97 24.0 C
R 47 46 98 9.8 A
Subtotal 420 408 97 24.1 C
Total 2,574 2,563 100 25.9 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 57 59 104 27.2 C
T 478 486 102 20.0 B
R 37 39 106 8.8 A
Subtotal 572 584 102 20.0 B
L 335 324 97 41.6 D
T 478 472 99 21.1 C
R 166 167 100 16.2 B
Subtotal 979 963 98 27.1 C
L 130 133 103 37.0 D
T 924 921 100 14.8 B
R 124 123 99 10.6 B
Subtotal 1,178 1,177 100 16.9 B
L 80 82 102 26.5 C
T 302 301 100 21.3 C
R 237 241 102 13.9 B
Subtotal 619 624 101 19.1 B
Total 3,346 3,348 100 20.8 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 117 115 99 21.8 C
T 147 155 105 16.1 B
R 16 17 105 4.9 A
Subtotal 280 287 103 17.7 B
L 85 82 96 24.7 C
T 376 375 100 10.8 B
R 220 218 99 9.8 A
Subtotal 681 675 99 12.2 B
L 352 364 103 27.4 C
T 768 770 100 15.2 B
R 146 153 105 10.4 B
Subtotal 1,266 1,287 102 18.1 B
L 12 13 106 15.5 B
T 280 277 99 15.5 B
R 72 69 96 6.7 A
Subtotal 364 359 99 13.8 B
Total 2,592 2,608 101 15.9 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 60 59 98 10.2 B
T 401 401 100 9.4 A
R 64 64 100 9.6 A
Subtotal 525 524 100 9.5 A
L 9 9 100 5.1 A
T 255 252 99 6.6 A
R 57 56 99 4.3 A
Subtotal 321 317 99 6.2 A
L 98 99 101 8.5 A
T 450 457 101 4.1 A
R 122 121 99 8.1 A
Subtotal 670 677 101 5.5 A
L 45 46 103 4.9 A
T 77 78 101 8.1 A
R 14 16 112 4.6 A
Subtotal 136 140 103 6.6 A
Total 1,652 1,658 100 7.0 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 45 43 96 9.9 A
T 451 453 100 11.4 B
R 57 56 99 10.3 B
Subtotal 553 552 100 11.2 B
L 16 16 98 8.0 A
T 358 360 100 7.5 A
R 49 48 98 7.6 A
Subtotal 423 424 100 7.5 A
L 96 96 100 10.6 B
T 434 441 102 6.3 A
R 52 48 93 10.4 B
Subtotal 582 585 101 7.3 A
L 26 23 88 4.3 A
T 28 28 98 6.9 A
R 24 24 99 4.0 A
Subtotal 78 75 96 5.2 A
Total 1,637 1,636 100 8.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 101 106 105 5.8 A
T 370 369 100 8.1 A
Subtotal 471 475 101 7.6 A
T 222 214 96 10.4 B
R 129 130 101 8.7 A
Subtotal 351 344 98 9.8 A
L 183 186 102 11.7 B
T 345 340 99 4.9 A
R 184 181 99 11.2 B
Subtotal 712 707 99 8.3 A
Total 1,534 1,526 100 8.4 A
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 13 14 106 7.1 A
T 338 339 100 6.4 A
R 117 114 98 4.7 A
Subtotal 468 467 100 6.0 A
L 184 176 96 5.9 A
T 219 214 98 4.6 A
R 9 10 111 2.5 A
Subtotal 412 400 97 5.1 A
L 8 7 88 12.3 B
T 3 4 133 15.2 C
R 5 5 100 3.7 A
Subtotal 16 16 100 10.3 B
L 63 57 90 19.5 C
T 4 4 100 16.6 C
R 126 129 103 10.2 B
Subtotal 193 190 98 13.1 B
Total 1,088 1,073 99 7.0 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 42 42 101 7.5 A
T 132 133 101 10.3 B
R 15 14 92 4.7 A
Subtotal 189 189 100 9.3 A
L 24 23 95 9.8 A
T 132 125 95 12.3 B
R 131 130 99 7.9 A
Subtotal 287 278 97 10.0 A
L 302 300 99 17.1 C
T 236 238 101 10.4 B
R 55 54 99 15.1 C
Subtotal 593 592 100 14.2 B
L 19 18 94 6.3 A
T 67 65 97 9.1 A
R 20 20 99 4.0 A
Subtotal 106 103 97 7.6 A
Total 1,176 1,162 99 11.9 B
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 7 7 100 4.6 A
T 74 76 102 9.1 A
R 5 4 80 4.3 A
Subtotal 86 87 101 8.5 A
L 5 4 80 3.6 A
T 53 51 97 7.6 A
R 13 17 128 2.5 A
Subtotal 71 72 101 6.2 A
L 27 26 95 4.4 A
T 135 138 102 4.0 A
R 13 15 113 3.3 A
Subtotal 175 179 102 4.0 A
L 1 1 100 3.5 A
T 32 34 105 8.4 A
R 6 5 83 2.6 A
Subtotal 39 40 103 7.6 A
Total 372 378 102 5.8 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 10 9 90 7.1 A
T 5 6 114 2.9 A
R 52 51 99 5.2 A
Subtotal 67 66 99 5.3 A
L 86 87 101 1.6 A
T 28 30 107 1.3 A
Subtotal 114 117 103 1.5 A
T 16 14 86 0.4 A
Subtotal 16 14 88 0.4 A
Total 198 197 100 2.7 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 26 23 88 4.4 A
T 5 5 105 0.2 A
R 24 25 103 2.7 A
Subtotal 55 53 96 3.2 A
T 104 106 102 1.5 A
R 31 30 96 1.5 A
Subtotal 135 136 101 1.5 A
L 16 14 86 1.4 A
T 52 51 99 0.5 A
Subtotal 68 65 96 0.7 A
Total 258 254 98 1.6 A
Volume Served Delay/Veh (sec)
NB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 38 34 90 3.4 A
T 266 260 98 1.6 A
Subtotal 304 294 97 1.8 A
T 107 108 101 0.4 A
R 17 18 104 0.2 A
Subtotal 124 126 102 0.4 A
L 24 21 87 4.6 A
T 6 7 117 0.1 A
R 17 15 87 1.6 A
Subtotal 47 43 91 2.8 A
Total 476 463 97 1.5 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 28 29 103 4.9 A
R 5 5 100 3.3 A
Subtotal 33 34 103 4.7 A
T 136 127 93 0.6 A
R 35 37 105 0.2 A
Subtotal 171 164 96 0.5 A
L 2 2 100 1.5 A
T 96 98 102 0.3 A
Subtotal 98 100 102 0.3 A
Total 303 298 98 1.0 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 146 144 98 5.0 A
T 298 306 103 4.8 A
R 34 36 106 2.6 A
Subtotal 478 486 102 4.7 A
L 20 20 99 10.6 B
T 479 486 101 10.3 B
R 69 76 110 5.5 A
Subtotal 568 582 102 9.7 A
L 45 46 102 8.4 A
T 211 218 103 9.0 A
R 154 155 101 5.4 A
Subtotal 410 419 102 7.6 A
L 66 64 97 9.5 A
T 660 658 100 9.1 A
R 41 40 98 7.8 A
Subtotal 767 762 99 9.1 A
Total 2,224 2,249 101 8.0 A
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 82 84 102 23.3 C
T 361 370 102 16.5 B
R 55 61 110 9.2 A
Subtotal 498 515 103 16.7 B
L 46 44 96 89.9 F
T 635 643 101 15.0 B
R 51 53 103 6.6 A
Subtotal 732 740 101 18.9 B
L 46 42 91 21.7 C
T 138 134 97 16.5 B
R 78 82 105 6.3 A
Subtotal 262 258 98 14.1 B
L 155 155 100 22.6 C
T 412 416 101 18.8 B
R 80 88 110 13.5 B
Subtotal 647 659 102 19.0 B
Total 2,140 2,172 101 17.8 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 88 82 93 83.1 F
T 279 293 105 22.2 C
R 96 100 104 7.1 A
Subtotal 463 475 103 29.5 C
L 121 117 97 73.8 E
T 592 608 103 24.0 C
R 155 155 100 13.5 B
Subtotal 868 880 101 28.8 C
L 98 107 109 67.3 E
T 304 300 99 19.6 B
R 100 100 100 7.5 A
Subtotal 502 507 101 27.3 C
L 165 162 98 56.8 E
T 559 547 98 22.5 C
R 117 112 96 15.8 B
Subtotal 841 821 98 28.4 C
Total 2,675 2,683 100 28.6 C
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 141 137 97 65.5 E
T 138 140 102 19.5 B
R 52 52 100 4.0 A
Subtotal 331 329 99 36.2 D
L 75 74 99 100.1 F
T 506 512 101 9.8 A
R 204 206 101 18.2 B
Subtotal 785 792 101 20.4 C
L 140 145 104 61.2 E
T 310 316 102 18.6 B
R 105 104 99 5.4 A
Subtotal 555 565 102 27.1 C
L 51 51 100 137.0 F
T 867 861 99 29.0 C
R 89 92 104 11.2 B
Subtotal 1,007 1,004 100 32.9 C
Total 2,677 2,690 100 28.5 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 170 172 101 7.0 A
T 303 300 99 7.4 A
R 49 49 100 2.2 A
Subtotal 522 521 100 6.8 A
L 17 16 94 8.1 A
T 366 372 102 8.7 A
R 211 204 97 3.6 A
Subtotal 594 592 100 6.9 A
L 92 94 102 7.0 A
T 118 122 104 8.0 A
R 77 78 101 3.9 A
Subtotal 287 294 102 6.6 A
L 80 76 95 6.7 A
T 378 380 101 6.6 A
R 42 42 101 3.1 A
Subtotal 500 498 100 6.3 A
Total 1,903 1,905 100 6.7 A
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 102 107 105 29.9 C
T 624 624 100 11.4 B
R 38 41 107 9.8 A
Subtotal 764 772 101 13.9 B
L 35 37 105 23.1 C
T 439 432 98 20.4 C
R 120 126 105 10.6 B
Subtotal 594 595 100 18.5 B
L 66 64 97 28.1 C
T 136 139 102 22.7 C
R 46 46 100 12.4 B
Subtotal 248 249 100 22.2 C
L 168 164 98 21.1 C
T 302 304 101 19.1 B
R 80 84 105 7.2 A
Subtotal 550 552 100 17.9 B
Total 2,157 2,168 101 17.1 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 86 88 102 19.7 B
T 405 403 100 20.9 C
R 49 47 96 5.1 A
Subtotal 540 538 100 19.3 B
L 107 107 100 29.5 C
T 493 485 98 7.5 A
R 53 50 94 9.5 A
Subtotal 653 642 98 11.3 B
L 118 116 98 27.7 C
T 378 378 100 11.9 B
R 25 24 97 5.1 A
Subtotal 521 518 99 15.1 B
L 39 37 94 20.2 C
T 379 371 98 16.9 B
R 241 252 104 13.2 B
Subtotal 659 660 100 15.7 B
Total 2,373 2,358 99 15.2 B
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 108 108 100 14.1 B
T 135 135 100 10.3 B
R 11 12 112 3.1 A
Subtotal 254 255 100 11.6 B
L 71 72 102 14.4 B
T 115 115 100 12.7 B
R 335 332 99 7.9 A
Subtotal 521 519 100 9.9 A
L 116 116 100 22.6 C
T 293 294 100 9.7 A
R 39 40 102 5.7 A
Subtotal 448 450 100 12.7 B
L 18 16 89 14.9 B
T 428 423 99 12.0 B
R 51 51 100 6.1 A
Subtotal 497 490 99 11.5 B
Total 1,720 1,714 100 11.3 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 116 118 102 6.9 A
T 157 153 98 8.9 A
R 9 10 114 6.9 A
Subtotal 282 281 100 8.0 A
L 8 7 90 4.0 A
T 220 221 100 6.8 A
R 89 91 103 4.7 A
Subtotal 317 319 101 6.1 A
L 31 32 103 4.7 A
T 70 70 100 4.3 A
R 77 79 103 4.3 A
Subtotal 178 181 102 4.4 A
L 34 33 97 4.4 A
T 106 99 94 7.2 A
R 13 13 102 4.0 A
Subtotal 153 145 95 6.3 A
Total 929 926 100 6.4 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 29 30 103 5.4 A
T 173 168 97 7.8 A
R 44 44 101 5.6 A
Subtotal 246 242 98 7.1 A
L 16 16 100 6.8 A
T 273 272 100 8.6 A
R 45 45 100 6.5 A
Subtotal 334 333 100 8.2 A
L 49 50 102 8.9 A
T 120 122 102 7.2 A
R 36 39 108 9.0 A
Subtotal 205 211 103 7.9 A
L 44 48 110 4.7 A
T 114 115 101 4.3 A
R 45 49 109 4.4 A
Subtotal 203 212 104 4.4 A
Total 988 998 101 7.1 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 154 157 102 4.1 A
T 182 183 101 6.1 A
Subtotal 336 340 101 5.2 A
T 202 207 103 10.7 B
R 131 130 99 8.8 A
Subtotal 333 337 101 10.0 A
L 48 43 90 6.8 A
T 272 273 100 4.0 A
R 72 74 103 7.2 A
Subtotal 392 390 99 4.9 A
Total 1,060 1,067 101 6.6 A
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 3 2 62 5.8 A
T 169 174 103 4.7 A
R 50 52 103 3.8 A
Subtotal 222 228 103 4.5 A
L 72 77 107 3.1 A
T 202 203 101 2.1 A
R 2 3 150 0.9 A
Subtotal 276 283 103 2.4 A
L 4 4 94 6.6 A
R 14 14 100 4.1 A
Subtotal 18 18 100 4.7 A
L 124 122 98 11.4 BT3412313.1 B
R 157 156 99 7.8 A
Subtotal 284 282 99 9.4 A
Total 800 811 101 5.5 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 66 65 98 6.5 A
T 115 116 101 9.3 A
R 5 7 133 3.9 A
Subtotal 186 188 101 8.1 A
L 7 6 83 9.5 A
T 68 70 103 12.2 B
R 265 264 100 8.3 A
Subtotal 340 340 100 9.1 A
L 74 77 104 7.9 A
T 140 139 99 4.1 A
R 36 36 99 5.6 A
Subtotal 250 252 101 5.5 A
L 4 3 71 5.0 A
T 76 73 96 8.2 A
R 16 17 106 3.5 A
Subtotal 96 93 97 7.2 A
Total 873 873 100 7.6 A
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 10 10 103 4.6 A
T 32 33 105 7.9 A
R 1 2 200 3.2 A
Subtotal 43 45 105 7.0 A
L 4 4 94 3.8 A
T 49 52 106 7.7 A
R 23 22 95 2.4 A
Subtotal 76 78 103 6.0 A
L 7 7 97 2.9 A
T 41 41 99 3.4 A
R 6 8 128 1.9 A
Subtotal 54 56 104 3.1 A
L 2 2 100 2.5 A
T 24 21 88 8.0 A
R 4 5 118 1.8 A
Subtotal 30 28 93 6.5 A
Total 204 207 102 5.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 33 31 94 4.7 A
T 8 10 121 4.9 A
Subtotal 41 41 100 4.7 AL2210010.6 B
T 2 3 133 9.1 A
R 57 62 109 5.5 A
Subtotal 61 67 110 5.8 A
L 32 33 103 1.4 A
T 21 20 96 0.7 A
R 12 13 106 0.4 A
Subtotal 65 66 102 1.0 A
T 49 52 106 0.6 A
R 1 2 200 0.4 A
Subtotal 50 54 108 0.6 A
Total 218 228 105 3.0 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 67 70 104 4.5 A
R 9 10 114 2.3 A
Subtotal 76 80 105 4.2 A
T 99 102 103 0.9 A
R 20 20 99 1.3 A
Subtotal 119 122 103 1.0 A
L 10 11 113 1.5 A
T 136 141 104 0.7 A
Subtotal 146 152 104 0.8 A
Total 341 354 104 1.6 A
Volume Served Delay/Veh (sec)
NB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 42 38 91 3.4 A
T 80 92 115 1.1 A
Subtotal 122 130 107 1.8 A
T 139 139 100 0.7 A
R 34 33 97 0.2 A
Subtotal 173 172 99 0.6 A
L 10 9 92 4.6 A
R 69 66 95 1.9 A
Subtotal 79 75 95 2.2 A
Total 374 377 101 1.4 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 44 43 98 4.8 A
R 1 1 100 4.0 A
Subtotal 45 44 98 4.8 A
T 56 60 108 0.5 A
R 8 8 103 0.2 A
Subtotal 64 68 106 0.5 A
L 1 1 100 0.9 A
T 125 125 100 0.4 A
Subtotal 126 126 100 0.4 A
Total 234 238 102 1.3 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 20 23 116 3.8 A
R 2 3 150 2.3 A
Subtotal 22 26 118 3.6 A
T 14 14 97 0.2 A
R 8 8 97 0.3 A
Subtotal 22 22 100 0.2 A
Total 44 48 108 2.2 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 4 4 100 0.2 A
R 2 2 100 0.2 A
Subtotal 6 6 100 0.2 A
L 6 5 80 1.0 A
T 24 26 109 0.2 A
Subtotal 30 31 103 0.3 AL85613.5 A
R 19 20 107 2.9 A
Subtotal 27 25 93 3.0 A
Total 63 62 98 1.5 A
Volume Served Delay/Veh (sec)
NB
SB
WB
EB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:52nd East & Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 58 56 96 0.1 A
R 17 15 87 0.2 A
Subtotal 75 71 95 0.1 A
L 1 0 0
T 8 6 73 0.6 A
Subtotal 9 6 67 0.6 A
L 47 47 99 4.1 A
R 4 4 100 2.7 A
Subtotal 51 51 100 4.0 A
Total 136 128 94 1.7 A
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 2 1 50 5.8 A
R 13 12 91 2.8 A
Subtotal 15 13 87 3.0 A
L 4 4 100 0.9 A
T 53 56 106 0.2 A
Subtotal 57 60 105 0.2 A
T 6 7 112 0.3 A
Subtotal 6 7 117 0.3 A
Total 78 80 102 0.7 A
Volume Served Delay/Veh (sec)
SB
EB
WB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
R 4 6 150 2.5 A
Subtotal 4 6 150 2.5 A
T 2 1 50 0.8 A
Subtotal 2 1 50 0.8 A
T 2 2 100 0.2 A
Subtotal 2 2 100 0.2 A
Total 8 9 112 1.8 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 1 0 0
R 2 2 100 2.2 A
Subtotal 3 2 67 2.2 A
T 2 1 50 0.0 A
Subtotal 2 1 50 0.0 A
R 1 1 100 0.0 A
Subtotal 1 1 100 0.0 A
Total 6 4 67 1.2 A
Volume Served Delay/Veh (sec)
SB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
R 1 1 100 1.8 A
Subtotal 1 1 100 1.8 A
T 1 0 0R12200 2.1 A
Subtotal 2 2 100 2.1 A
L 1 0 0
T 1 2 200 0.0 A
Subtotal 2 2 100 0.0 A
Total 5 5 100 1.6 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
T 4 4 100 0.3 A
Subtotal 4 4 100 0.3 A
T 2 1 50 3.0 A
R 25 24 97 1.7 A
Subtotal 27 25 93 1.8 A
L 13 10 75 1.9 A
T 5 5 100 0.1 A
Subtotal 18 15 83 1.3 A
Total 49 44 90 1.5 A
Volume Served Delay/Veh (sec)
NB
SB
EB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 15 11 72 1.8 A
Subtotal 15 11 73 1.8 A
T 8 7 88 0.4 A
R 6 8 128 2.3 A
Subtotal 14 15 107 1.4 A
L 1 0 0
T 2 3 133 0.1 A
R 5 4 80 1.9 A
Subtotal 8 7 88 1.1 A
Total 38 33 87 1.5 A
SB
EB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 164 157 96 17.6 C
T 753 759 101 13.2 B
R 144 144 100 12.3 B
Subtotal 1,061 1,060 100 13.7 B
L 78 79 101 10.0 A
T 602 589 98 9.7 A
R 66 71 108 5.4 A
Subtotal 746 739 99 9.3 A
L 61 58 95 36.8 E
T 682 688 101 35.4 E
R 303 294 97 25.1 D
Subtotal 1,046 1,040 99 32.6 D
L 69 64 93 8.1 A
T 441 430 98 6.7 A
R 30 32 106 6.2 A
Subtotal 540 526 97 6.8 A
Total 3,394 3,365 99 17.6 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 174 165 95 26.5 C
T 926 925 100 25.7 C
R 225 224 100 20.4 C
Subtotal 1,325 1,314 99 24.9 C
L 40 34 86 119.8 F
T 903 885 98 12.4 B
R 48 49 103 7.5 A
Subtotal 991 968 98 15.9 B
L 73 79 108 30.6 C
T 406 402 99 29.3 C
R 167 166 99 8.2 A
Subtotal 646 647 100 24.0 C
L 125 120 96 36.4 D
T 370 372 101 24.7 C
R 62 62 100 20.5 C
Subtotal 557 554 99 26.8 C
Total 3,519 3,483 99 22.6 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 263 269 102 60.8 E
T 726 720 99 46.8 D
R 249 260 104 21.2 C
Subtotal 1,238 1,249 101 44.5 D
L 219 215 98 78.3 E
T 605 587 97 58.1 E
R 216 213 99 17.2 B
Subtotal 1,040 1,015 98 53.8 D
L 349 347 99 62.8 E
T 742 757 102 43.1 D
R 258 260 101 15.3 B
Subtotal 1,349 1,364 101 42.8 D
L 225 222 99 78.1 E
T 527 522 99 49.9 D
R 174 175 100 44.1 D
Subtotal 926 919 99 55.6 E
Total 4,553 4,547 100 48.3 D
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 183 177 97 55.7 E
T 315 320 102 32.2 C
R 136 136 100 12.3 B
Subtotal 634 633 100 34.5 C
L 230 232 101 56.2 E
T 587 564 96 20.9 C
R 267 272 102 17.9 B
Subtotal 1,084 1,068 99 27.8 C
L 395 394 100 46.6 D
T 892 895 100 26.7 C
R 228 233 102 12.7 B
Subtotal 1,515 1,522 100 29.7 C
L 90 92 102 86.7 F
T 593 580 98 31.2 C
R 166 168 101 12.0 B
Subtotal 849 840 99 33.4 C
Total 4,084 4,063 99 30.8 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 86 80 93 8.2 A
T 512 498 97 8.7 A
R 157 160 102 5.4 A
Subtotal 755 738 98 7.9 A
L 13 12 91 6.8 A
T 476 471 99 8.4 A
R 226 223 99 3.5 A
Subtotal 715 706 99 6.8 A
L 163 165 101 34.3 D
T 535 532 99 26.4 D
R 255 259 102 12.1 B
Subtotal 953 956 100 23.9 C
L 76 75 99 6.7 A
T 224 220 98 6.7 A
R 47 48 103 3.2 A
Subtotal 347 343 99 6.2 A
Total 2,770 2,743 99 13.1 B
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 76 73 96 38.5 D
T 504 498 99 25.3 C
R 105 110 105 16.1 B
Subtotal 685 681 99 25.2 C
L 97 93 96 36.6 D
T 612 611 100 22.9 C
R 102 103 101 14.2 B
Subtotal 811 807 100 23.4 C
L 164 160 97 32.4 C
T 429 417 97 31.4 C
R 100 98 98 19.9 B
Subtotal 693 675 97 30.0 C
L 114 110 97 31.1 C
T 275 274 100 23.3 C
R 52 50 97 9.5 A
Subtotal 441 434 98 23.7 C
Total 2,630 2,597 99 25.6 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 57 53 93 24.7 C
T 478 478 100 20.7 C
R 40 39 98 8.7 A
Subtotal 575 570 99 20.3 C
L 335 334 100 53.5 D
T 478 463 97 25.2 C
R 166 170 102 19.7 B
Subtotal 979 967 99 34.0 C
L 130 127 98 38.9 D
T 957 972 102 17.4 B
R 124 120 97 10.5 B
Subtotal 1,211 1,219 101 19.0 B
L 83 80 96 31.2 C
T 322 326 101 21.8 C
R 237 240 101 14.6 B
Subtotal 642 646 101 20.3 C
Total 3,406 3,402 100 23.8 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 117 115 99 19.3 B
T 150 147 98 13.4 B
R 17 19 110 4.7 A
Subtotal 284 281 99 15.2 B
L 85 86 101 21.6 C
T 379 371 98 10.4 B
R 220 208 95 9.8 A
Subtotal 684 665 97 11.7 B
L 352 355 101 36.2 D
T 799 805 101 19.5 B
R 146 144 99 11.4 B
Subtotal 1,297 1,304 101 23.2 C
L 12 11 90 21.0 C
T 300 299 100 16.1 B
R 72 70 97 7.1 A
Subtotal 384 380 99 14.6 B
Total 2,650 2,630 99 18.2 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 78 73 94 10.6 B
T 406 398 98 9.8 A
R 64 66 103 10.2 B
Subtotal 548 537 98 10.0 A
L 9 8 89 4.5 A
T 264 268 102 6.6 A
R 57 54 95 4.6 A
Subtotal 330 330 100 6.2 A
L 98 98 100 8.7 A
T 448 448 100 4.4 A
R 151 148 98 8.5 A
Subtotal 697 694 100 5.9 A
L 45 42 94 4.7 A
T 80 80 100 7.7 A
R 14 13 91 4.3 A
Subtotal 139 135 97 6.4 A
Total 1,713 1,696 99 7.3 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 45 44 98 10.8 B
T 445 438 98 12.3 B
R 63 64 102 11.2 B
Subtotal 553 546 99 12.1 B
L 54 51 95 7.6 A
T 360 363 101 8.0 A
R 49 46 94 7.5 A
Subtotal 463 460 99 7.9 A
L 96 95 99 11.9 B
T 469 462 98 7.1 A
R 52 46 89 10.3 B
Subtotal 617 603 98 8.1 A
L 31 30 96 5.6 A
T 49 49 100 7.5 A
R 47 46 98 4.8 A
Subtotal 127 125 98 6.1 A
Total 1,760 1,734 99 9.2 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 124 121 98 6.1 A
T 371 371 100 8.2 A
Subtotal 495 492 99 7.7 A
T 227 216 95 10.4 B
R 129 132 103 8.5 A
Subtotal 356 348 98 9.7 A
L 183 181 99 11.6 B
T 338 338 100 5.1 A
R 227 226 100 12.0 B
Subtotal 748 745 100 8.8 A
Total 1,598 1,585 99 8.7 A
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 13 14 106 7.3 A
T 338 342 101 7.4 A
R 160 160 100 5.2 A
Subtotal 511 516 101 6.7 A
L 227 215 95 7.7 A
T 219 217 99 6.2 A
R 9 9 100 3.3 A
Subtotal 455 441 97 6.9 A
L 8 8 100 19.5 C
T 3 4 133 21.4 C
R 5 4 80 6.5 A
Subtotal 16 16 100 16.7 CL889010236.2 E
T 4 4 100 27.0 D
R 149 142 95 24.6 C
Subtotal 241 236 98 29.1 D
Total 1,224 1,209 99 11.3 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 42 40 96 7.5 A
T 136 131 96 10.6 B
R 15 15 98 5.2 A
Subtotal 193 186 96 9.5 A
L 24 24 99 12.9 B
T 134 131 98 13.2 B
R 154 155 101 8.7 A
Subtotal 312 310 99 10.9 B
L 341 352 103 20.0 C
T 234 234 100 11.5 B
R 55 54 99 17.5 C
Subtotal 630 640 102 16.7 C
L 19 18 94 5.7 A
T 67 70 104 9.6 A
R 20 20 99 5.0 A
Subtotal 106 108 102 8.1 A
Total 1,242 1,244 100 13.5 B
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 10 8 80 5.7 A
T 76 70 92 9.1 A
R 5 5 100 3.6 A
Subtotal 91 83 91 8.4 A
L 5 4 80 4.4 A
T 57 61 107 7.9 A
R 13 15 113 2.3 A
Subtotal 75 80 107 6.7 A
L 27 26 95 4.6 A
T 135 131 97 3.8 A
R 18 20 110 3.4 A
Subtotal 180 177 98 3.9 A
L 1 1 100 3.6 A
T 32 30 93 8.6 A
R 6 5 83 2.2 A
Subtotal 39 36 92 7.6 A
Total 386 376 97 5.9 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 21 18 85 4.9 A
T 5 5 100 5.8 A
Subtotal 26 23 88 5.1 A
L 11 10 91 6.8 AT1313987.4 A
R 52 58 112 5.9 A
Subtotal 76 81 107 6.3 A
L 86 78 90 2.2 A
T 46 44 96 2.2 A
R 37 39 106 0.9 A
Subtotal 169 161 95 1.9 A
T 29 28 96 0.6 A
Subtotal 29 28 97 0.6 A
Total 300 293 98 3.3 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 41 36 88 4.7 A
R 24 26 107 2.3 A
Subtotal 65 62 95 3.7 A
T 158 152 96 2.7 A
R 56 53 95 1.9 A
Subtotal 214 205 96 2.5 A
L 16 14 86 1.7 A
T 86 90 104 0.7 A
Subtotal 102 104 102 0.8 A
Total 382 371 97 2.2 A
Volume Served Delay/Veh (sec)
NB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 101 92 91 4.2 A
T 289 287 99 2.6 A
Subtotal 390 379 97 3.0 A
T 120 120 100 0.5 A
R 17 16 93 0.3 A
Subtotal 137 136 99 0.5 A
L 24 24 99 6.8 A
R 52 47 91 1.9 A
Subtotal 76 71 93 3.6 A
Total 604 586 97 2.5 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 28 28 99 5.2 A
R 5 8 160 3.7 A
Subtotal 33 36 109 4.9 A
T 160 159 100 0.9 A
R 35 35 99 0.3 A
Subtotal 195 194 99 0.8 A
L 2 2 100 1.5 A
T 109 107 98 0.3 A
Subtotal 111 109 98 0.3 A
Total 339 339 100 1.1 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 13 12 91 3.7 A
R 1 2 200 2.5 A
Subtotal 14 14 100 3.5 A
T 36 34 93 0.7 A
R 20 20 99 0.7 A
Subtotal 56 54 96 0.7 A
L 1 1 100 0.7 A
Subtotal 1 1 100 0.7 A
Total 72 69 96 1.3 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 3 2 67 0.1 A
R 9 9 100 0.2 A
Subtotal 12 11 92 0.2 A
L 21 19 89 1.1 A
T 51 49 97 0.2 A
Subtotal 72 68 94 0.5 AL54803.8 A
R 13 14 106 2.8 A
Subtotal 18 18 100 3.0 A
Total 102 97 95 0.9 A
Volume Served Delay/Veh (sec)
NB
SB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:52nd East & Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 65 63 97 0.2 A
R 54 46 86 0.3 A
Subtotal 119 109 92 0.2 A
L 4 4 100 1.2 A
T 5 4 80 0.4 A
Subtotal 9 8 89 0.8 A
L 30 28 93 4.1 A
R 3 4 133 2.9 A
Subtotal 33 32 97 4.0 A
Total 161 149 93 1.1 A
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 1 1 100 3.3 A
R 9 5 56 2.5 A
Subtotal 10 6 60 2.6 A
L 14 14 98 1.2 A
T 150 152 101 0.4 A
Subtotal 164 166 101 0.5 A
T 4 4 100 0.2 A
R 3 4 133 0.2 A
Subtotal 7 8 114 0.2 A
Total 181 180 99 0.5 A
Volume Served Delay/Veh (sec)
SB
EB
WB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
R 3 4 133 2.8 A
Subtotal 3 4 133 2.8 A
L 6 5 83 0.7 A
T 4 5 125 0.1 A
Subtotal 10 10 100 0.4 A
T 4 4 100 0.7 A
Subtotal 4 4 100 0.7 A
Total 17 18 106 1.0 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 1 0 0
R 1 1 100 2.1 A
Subtotal 2 1 50 2.1 A
L 3 4 133 0.7 A
T 1 2 200 0.0 A
Subtotal 4 6 150 0.5 A
R 1 0 0
Subtotal 1
Total 7 7 100 0.9 A
Volume Served Delay/Veh (sec)
SB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
T 4 4 100 0.4 A
Subtotal 4 4 100 0.4 A
T 5 5 100 0.1 A
Subtotal 5 5 100 0.1 A
L 1 0 0
T 1 1 100 0.0 A
Subtotal 2 1 50 0.0 A
Total 12 10 83 0.2 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
T 17 18 104 0.5 A
Subtotal 17 18 106 0.5 A
T 1 1 100 1.1 A
R 16 15 92 1.9 A
Subtotal 17 16 94 1.9 A
L 28 26 92 2.2 A
T 30 24 81 0.2 A
Subtotal 58 50 86 1.2 A
Total 92 84 91 1.2 A
Volume Served Delay/Veh (sec)
NB
SB
EB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Existing (2021) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 9 8 89 2.0 A
T 22 21 94 0.2 A
Subtotal 31 29 94 0.7 A
T 42 44 105 0.5 A
R 3 3 100 2.0 A
Subtotal 45 47 104 0.6 A
L 3 3 100 2.3 A
T 12 11 92 0.2 A
R 15 13 85 1.7 A
Subtotal 30 27 90 1.2 A
Total 106 103 97 0.8 A
SB
EB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 155 150 97 5.4 A
T 320 314 98 4.8 A
R 35 35 99 2.7 A
Subtotal 510 499 98 4.8 A
L 25 25 101 13.9 B
T 535 541 101 12.4 B
R 75 75 100 7.0 A
Subtotal 635 641 101 11.8 B
L 50 49 98 8.5 A
T 225 236 105 9.2 A
R 165 173 105 5.9 A
Subtotal 440 458 104 7.9 A
L 70 72 102 11.2 B
T 705 717 102 10.0 A
R 45 46 102 9.5 A
Subtotal 820 835 102 10.1 A
Total 2,406 2,433 101 9.0 A
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 90 88 98 24.8 C
T 390 386 99 16.4 B
R 55 54 98 8.5 A
Subtotal 535 528 99 17.0 B
L 50 50 100 83.1 F
T 700 716 102 15.8 B
R 55 52 94 7.3 A
Subtotal 805 818 102 19.4 B
L 50 50 100 23.1 C
T 150 148 99 18.0 B
R 85 86 101 7.1 A
Subtotal 285 284 100 15.6 B
L 150 154 103 24.1 C
T 445 442 99 19.9 B
R 80 77 96 13.5 B
Subtotal 675 673 100 20.1 C
Total 2,301 2,303 100 18.7 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 90 89 99 76.5 E
T 300 292 97 23.6 C
R 95 100 105 7.6 A
Subtotal 485 481 99 30.1 C
L 135 134 99 69.2 E
T 640 661 103 26.1 C
R 160 163 102 14.5 B
Subtotal 935 958 102 30.2 C
L 100 99 99 71.0 E
T 315 306 97 20.2 C
R 105 108 103 7.7 A
Subtotal 520 513 99 27.4 C
L 160 161 101 62.5 E
T 565 560 99 24.0 C
R 130 131 101 18.7 B
Subtotal 855 852 100 30.5 C
Total 2,795 2,804 100 29.8 C
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 180 181 100 55.6 E
T 180 174 97 20.5 C
R 70 76 108 4.0 A
Subtotal 430 431 100 32.3 C
L 75 72 96 109.5 F
T 540 556 103 11.4 B
R 215 215 100 20.6 C
Subtotal 830 843 102 22.1 C
L 145 149 103 62.0 E
T 315 325 103 21.1 C
R 125 127 102 5.8 A
Subtotal 585 601 103 28.0 C
L 70 65 93 114.7 F
T 880 860 98 31.2 C
R 80 80 100 11.1 B
Subtotal 1,030 1,005 98 35.0 C
Total 2,876 2,880 100 29.5 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 180 185 103 17.3 C
T 310 312 101 17.5 C
R 55 55 100 2.8 A
Subtotal 545 552 101 16.0 C
L 20 19 94 22.5 C
T 380 387 102 25.7 D
R 235 238 101 5.4 A
Subtotal 635 644 101 18.1 C
L 100 107 107 7.3 A
T 121 119 99 8.1 A
R 80 85 106 4.1 A
Subtotal 301 311 103 6.7 A
L 85 78 91 8.6 A
T 395 400 101 7.3 A
R 45 44 98 3.2 A
Subtotal 525 522 99 7.1 A
Total 2,007 2,029 101 13.0 B
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 110 112 102 31.6 C
T 575 578 101 15.4 B
R 40 43 108 11.0 B
Subtotal 725 733 101 17.6 B
L 35 33 94 26.2 C
T 445 446 100 21.1 C
R 130 134 103 10.7 B
Subtotal 610 613 100 19.1 B
L 70 70 100 28.0 C
T 140 134 96 24.9 C
R 50 52 103 13.2 B
Subtotal 260 256 98 23.4 C
L 180 179 99 22.3 C
T 310 309 100 20.2 C
R 80 79 99 9.7 A
Subtotal 570 567 99 19.4 B
Total 2,166 2,169 100 19.2 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 90 92 103 21.2 C
T 345 348 101 20.0 B
R 50 55 109 5.1 A
Subtotal 485 495 102 18.6 B
L 110 110 100 30.6 C
T 517 520 101 14.3 B
R 55 54 98 12.9 B
Subtotal 682 684 100 16.8 B
L 120 121 101 28.7 C
T 395 385 97 12.3 B
R 30 31 103 5.9 A
Subtotal 545 537 99 15.6 B
L 40 37 93 19.0 B
T 380 383 101 17.4 B
R 260 262 101 13.3 B
Subtotal 680 682 100 15.9 B
Total 2,391 2,398 100 16.7 B
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 110 110 100 15.0 B
T 135 132 98 11.1 B
R 15 16 107 2.7 A
Subtotal 260 258 99 12.2 B
L 80 80 100 17.6 B
T 115 116 101 14.2 B
R 350 341 97 10.4 B
Subtotal 545 537 99 12.3 B
L 120 125 104 21.6 C
T 312 320 102 9.9 A
R 40 43 108 5.9 A
Subtotal 472 488 103 12.5 B
L 20 18 89 13.4 B
T 445 435 98 11.6 B
R 55 57 103 5.9 A
Subtotal 520 510 98 11.0 B
Total 1,798 1,793 100 12.0 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 110 108 98 7.3 A
T 162 159 98 8.8 A
R 10 9 92 7.2 A
Subtotal 282 276 98 8.2 A
L 10 11 113 5.0 A
T 235 232 99 7.2 A
R 100 99 99 4.8 A
Subtotal 345 342 99 6.4 A
L 35 36 102 5.1 A
T 70 69 98 4.8 A
R 85 84 99 4.8 A
Subtotal 190 189 99 4.9 A
L 45 46 102 5.1 A
T 130 126 97 8.4 A
R 15 14 93 5.3 A
Subtotal 190 186 98 7.4 A
Total 1,008 993 99 6.8 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 35 36 102 6.3 A
T 190 186 98 8.4 A
R 60 62 104 6.4 A
Subtotal 285 284 100 7.7 A
L 10 10 103 6.6 A
T 303 299 99 8.6 A
R 55 56 101 7.4 A
Subtotal 368 365 99 8.4 A
L 60 56 94 9.7 A
T 105 104 99 9.6 A
R 45 44 98 9.7 A
Subtotal 210 204 97 9.6 A
L 55 52 94 4.7 A
T 120 122 102 4.9 A
R 20 23 114 4.6 A
Subtotal 195 197 101 4.8 A
Total 1,058 1,050 99 7.8 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 110 110 100 4.1 A
T 186 188 101 6.1 A
R 5 6 114 4.1 A
Subtotal 301 304 101 5.3 A
L 5 5 95 7.0 A
T 215 208 97 11.1 B
R 175 178 102 8.6 A
Subtotal 395 391 99 9.9 A
L 65 61 94 7.8 A
T 295 293 99 4.3 A
R 60 60 100 7.7 A
Subtotal 420 414 99 5.3 A
L 5 5 95 2.4 A
T 35 35 99 4.9 A
R 10 10 103 2.8 A
Subtotal 50 50 100 4.2 A
Total 1,166 1,159 99 6.8 A
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 5 4 76 4.8 A
T 190 192 101 4.7 A
R 45 48 107 3.7 A
Subtotal 240 244 102 4.5 A
L 50 48 96 2.9 A
T 224 220 98 1.8 A
R 5 5 95 1.1 A
Subtotal 279 273 98 2.0 A
L 5 4 76 7.2 A
R 15 17 113 3.9 A
Subtotal 20 21 105 4.5 A
L 95 92 97 10.2 B
T 5 6 114 12.0 B
R 105 106 101 6.2 A
Subtotal 205 204 100 8.2 A
Total 745 742 100 4.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 70 72 102 6.7 A
T 125 127 102 9.6 A
R 10 9 92 3.7 A
Subtotal 205 208 101 8.3 A
L 10 8 82 11.4 B
T 65 67 103 13.8 B
R 260 256 99 8.9 A
Subtotal 335 331 99 10.0 A
L 70 71 101 9.1 A
T 165 172 104 5.1 A
R 40 43 108 6.7 A
Subtotal 275 286 104 6.3 A
L 5 5 95 6.2 A
T 115 107 93 9.3 A
R 25 26 105 4.6 A
Subtotal 145 138 95 8.3 A
Total 960 963 100 8.3 A
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 15 14 93 5.3 A
T 46 45 98 8.7 A
R 5 5 95 2.8 A
Subtotal 66 64 97 7.5 A
L 5 5 95 4.5 A
T 80 81 101 8.2 A
R 35 35 99 3.0 A
Subtotal 120 121 101 6.5 A
L 10 9 92 3.4 A
T 45 44 98 4.1 A
R 10 12 123 1.9 A
Subtotal 65 65 100 3.6 A
L 5 4 76 7.0 A
T 45 46 102 8.9 A
R 5 6 114 2.4 A
Subtotal 55 56 102 8.1 A
Total 306 306 100 6.4 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 5 4 76 6.5 A
R 95 98 103 6.0 A
Subtotal 100 102 102 6.0 A
L 60 57 95 1.7 A
T 20 21 102 1.0 A
Subtotal 80 78 98 1.5 A
T 45 44 98 1.0 A
R 5 6 114 0.3 A
Subtotal 50 50 100 0.9 A
Total 231 230 100 3.4 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 70 69 98 5.6 A
R 15 15 100 3.2 A
Subtotal 85 84 99 5.2 A
T 114 114 100 1.4 A
R 30 32 107 1.3 A
Subtotal 144 146 101 1.4 A
L 15 15 100 1.8 A
T 126 128 102 0.7 A
Subtotal 141 143 101 0.8 A
Total 370 373 101 2.0 A
Volume Served Delay/Veh (sec)
NB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 10 9 92 2.4 A
T 86 87 102 0.8 A
Subtotal 96 96 100 1.0 A
T 146 146 100 0.6 A
R 40 41 103 0.3 A
Subtotal 186 187 101 0.5 A
L 15 16 107 3.9 A
T 1 1 133 0.0 A
R 10 10 103 1.7 A
Subtotal 26 27 104 2.9 A
Total 306 310 101 0.9 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 45 43 96 4.8 A
R 5 5 95 3.3 A
Subtotal 50 48 96 4.6 A
T 50 51 101 0.4 A
R 10 12 123 0.2 A
Subtotal 60 63 105 0.4 A
L 5 4 76 1.3 A
T 140 142 101 0.5 A
Subtotal 145 146 101 0.5 A
Total 256 257 101 1.3 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St
Type:Unsignalized
Avg %Avg LOS
L 5 5 95 0.9 A
T 46 46 101 0.2 A
Subtotal 51 51 100 0.3 A
T 21 22 104 0.8 A
R 30 30 100 0.6 A
Subtotal 51 52 102 0.7 A
L 25 23 93 3.5 A
T 1 0 0
R 5 6 114 1.6 A
Subtotal 31 29 94 3.1 A
Total 133 132 99 1.1 A
SB
EB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 155 152 98 24.0 C
T 320 320 100 11.5 B
R 35 35 99 7.4 A
Subtotal 510 507 99 15.0 B
L 25 26 105 16.6 B
T 535 543 101 13.3 B
R 75 82 110 5.5 A
Subtotal 635 651 103 12.4 B
L 50 52 103 25.8 C
T 225 230 102 13.6 B
R 165 161 97 6.5 A
Subtotal 440 443 101 12.5 B
L 70 68 97 19.0 B
T 705 713 101 14.3 B
R 45 43 96 8.4 A
Subtotal 820 824 100 14.4 B
Total 2,406 2,425 101 13.6 B
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 90 83 92 24.0 C
T 390 386 99 16.4 B
R 55 59 107 9.1 A
Subtotal 535 528 99 16.8 B
L 50 52 103 84.1 F
T 700 701 100 18.5 B
R 55 56 101 10.2 B
Subtotal 805 809 100 22.1 C
L 50 50 100 23.5 C
T 150 149 99 17.2 B
R 85 87 102 6.8 A
Subtotal 285 286 100 15.1 B
L 150 150 100 25.2 C
T 445 431 97 20.7 C
R 80 82 102 15.2 B
Subtotal 675 663 98 21.0 C
Total 2,301 2,286 99 19.7 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 90 89 99 84.3 F
T 300 295 98 22.4 C
R 95 94 99 7.2 A
Subtotal 485 478 99 30.9 C
L 135 134 99 70.2 E
T 640 644 101 26.3 C
R 160 157 98 13.9 B
Subtotal 935 935 100 30.5 C
L 100 99 99 75.4 E
T 315 306 97 20.4 C
R 105 111 106 7.6 A
Subtotal 520 516 99 28.2 C
L 160 159 99 61.7 E
T 565 563 100 23.8 C
R 130 130 100 18.1 B
Subtotal 855 852 100 30.0 C
Total 2,795 2,781 99 30.1 C
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 180 183 102 58.0 E
T 180 176 98 21.4 C
R 70 67 95 3.8 A
Subtotal 430 426 99 34.4 C
L 75 68 91 106.3 F
T 540 547 101 11.2 B
R 215 215 100 20.9 C
Subtotal 830 830 100 21.5 C
L 145 138 95 64.8 E
T 315 316 100 21.7 C
R 125 127 102 5.9 A
Subtotal 585 581 99 28.5 C
L 70 72 102 105.6 F
T 880 876 100 32.0 C
R 80 83 104 12.3 B
Subtotal 1,030 1,031 100 35.6 D
Total 2,876 2,868 100 30.1 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 180 173 96 7.3 A
T 310 315 102 7.2 A
R 55 58 105 2.7 A
Subtotal 545 546 100 6.8 A
L 20 20 99 8.4 A
T 380 374 98 9.1 A
R 235 242 103 4.0 A
Subtotal 635 636 100 7.1 A
L 100 97 97 9.7 A
T 121 125 104 10.4 B
R 80 84 105 6.4 A
Subtotal 301 306 102 9.1 A
L 85 91 107 8.0 A
T 395 398 101 7.1 A
R 45 46 102 3.5 A
Subtotal 525 535 102 6.9 A
Total 2,007 2,023 101 7.3 A
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 110 102 93 30.9 C
T 575 576 100 15.4 B
R 40 43 108 11.7 B
Subtotal 725 721 99 17.4 B
L 35 33 94 27.5 C
T 445 458 103 21.0 C
R 130 127 98 12.1 B
Subtotal 610 618 101 19.5 B
L 70 72 102 29.8 C
T 140 141 101 25.2 C
R 50 51 101 14.0 B
Subtotal 260 264 102 24.3 C
L 180 181 100 23.4 C
T 310 309 100 21.1 C
R 80 81 101 9.2 A
Subtotal 570 571 100 20.1 C
Total 2,166 2,174 100 19.6 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 90 88 98 21.7 C
T 345 348 101 20.5 C
R 50 52 103 5.7 A
Subtotal 485 488 101 19.1 B
L 110 120 109 29.7 C
T 517 517 100 14.0 B
R 55 59 107 13.7 B
Subtotal 682 696 102 16.7 B
L 120 116 97 29.9 C
T 395 389 98 13.3 B
R 30 30 100 6.3 A
Subtotal 545 535 98 16.5 B
L 40 42 106 20.1 C
T 380 373 98 17.2 B
R 260 259 100 13.5 B
Subtotal 680 674 99 16.0 B
Total 2,391 2,393 100 17.0 B
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 110 108 98 15.6 B
T 135 136 101 11.1 B
R 15 14 93 2.6 A
Subtotal 260 258 99 12.5 B
L 80 82 102 18.1 B
T 115 115 100 16.0 B
R 350 344 98 11.1 B
Subtotal 545 541 99 13.2 B
L 120 123 103 22.8 C
T 312 300 96 9.8 A
R 40 40 101 5.8 A
Subtotal 472 463 98 12.9 B
L 20 20 99 13.1 B
T 445 447 100 11.8 B
R 55 56 101 5.9 A
Subtotal 520 523 101 11.2 B
Total 1,798 1,785 99 12.4 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 110 106 96 7.2 A
T 162 162 100 8.8 A
R 10 10 103 7.1 A
Subtotal 282 278 99 8.1 A
L 10 10 103 5.9 A
T 235 237 101 7.3 A
R 100 100 100 5.1 A
Subtotal 345 347 101 6.6 A
L 35 36 102 4.9 A
T 70 71 101 4.7 A
R 85 91 107 5.0 A
Subtotal 190 198 104 4.9 A
L 45 45 100 5.2 A
T 130 135 104 8.5 A
R 15 16 107 5.1 A
Subtotal 190 196 103 7.5 A
Total 1,008 1,019 101 6.8 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 35 36 102 7.0 A
T 190 186 98 8.6 A
R 60 62 104 6.0 A
Subtotal 285 284 100 7.8 A
L 10 9 92 9.2 A
T 303 308 102 8.7 A
R 55 57 103 7.6 A
Subtotal 368 374 102 8.5 A
L 60 60 100 9.5 A
T 105 103 98 9.5 A
R 45 46 102 9.9 A
Subtotal 210 209 100 9.6 A
L 55 49 89 4.6 A
T 120 125 104 4.8 A
R 20 20 99 5.3 A
Subtotal 195 194 99 4.8 A
Total 1,058 1,061 100 7.9 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 110 110 100 4.1 A
T 186 188 101 6.1 A
R 5 6 114 4.2 A
Subtotal 301 304 101 5.3 A
L 5 4 76 7.0 A
T 215 213 99 11.2 B
R 175 175 100 8.8 A
Subtotal 395 392 99 10.1 A
L 65 64 98 7.9 A
T 295 301 102 4.4 A
R 60 58 97 8.2 A
Subtotal 420 423 101 5.5 A
L 5 5 95 2.5 A
T 35 35 99 4.9 A
R 10 9 92 2.3 A
Subtotal 50 49 98 4.2 A
Total 1,166 1,168 100 6.9 A
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 5 6 114 5.0 A
T 190 191 101 4.8 A
R 45 49 109 3.4 A
Subtotal 240 246 103 4.5 A
L 50 52 103 2.8 A
T 224 218 97 1.7 A
R 5 6 114 0.6 A
Subtotal 279 276 99 1.9 A
L 5 5 95 5.8 A
R 15 17 113 4.4 A
Subtotal 20 22 110 4.7 A
L 95 95 100 10.3 B
T 5 5 95 12.2 B
R 105 106 101 6.1 A
Subtotal 205 206 100 8.2 A
Total 745 750 101 4.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 70 70 100 6.4 A
T 125 127 102 9.9 A
R 10 9 92 4.7 A
Subtotal 205 206 100 8.5 A
L 10 10 103 12.1 B
T 65 61 94 13.1 B
R 260 258 99 8.7 A
Subtotal 335 329 98 9.6 A
L 70 70 100 8.1 A
T 165 163 99 4.9 A
R 40 38 96 6.9 A
Subtotal 275 271 99 6.0 A
L 5 4 76 7.8 A
T 115 118 102 9.0 A
R 25 28 113 4.4 A
Subtotal 145 150 103 8.1 A
Total 960 956 100 8.1 A
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 15 16 107 4.5 A
T 46 43 94 8.4 A
R 5 6 114 3.6 A
Subtotal 66 65 98 7.0 A
L 5 5 95 4.4 A
T 80 81 101 8.1 A
R 35 33 94 3.1 A
Subtotal 120 119 99 6.6 A
L 10 9 92 3.7 A
T 45 44 98 4.6 A
R 10 10 103 1.9 A
Subtotal 65 63 97 4.0 A
L 5 5 95 4.4 A
T 45 48 107 9.8 A
R 5 6 114 2.4 A
Subtotal 55 59 107 8.6 A
Total 306 306 100 6.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 5 5 95 9.0 A
R 95 96 101 6.1 A
Subtotal 100 101 101 6.2 A
L 60 60 100 1.6 A
T 20 20 98 1.0 A
Subtotal 80 80 100 1.5 A
T 45 48 107 1.0 A
R 5 6 114 1.3 A
Subtotal 50 54 108 1.0 A
Total 231 235 102 3.4 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 70 66 94 5.3 A
R 15 15 100 3.3 A
Subtotal 85 81 95 4.9 A
T 114 113 99 1.3 A
R 30 32 107 1.3 A
Subtotal 144 145 101 1.3 A
L 15 15 100 1.5 A
T 126 131 104 0.7 A
Subtotal 141 146 104 0.8 A
Total 370 372 100 1.9 A
Volume Served Delay/Veh (sec)
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 10 10 103 2.9 A
T 86 92 108 0.9 A
Subtotal 96 102 106 1.1 A
T 146 148 101 0.6 A
R 40 39 98 0.3 A
Subtotal 186 187 101 0.5 A
L 15 16 107 3.5 A
T 1 1 133 0.0 A
R 10 10 103 1.6 A
Subtotal 26 27 104 2.7 A
Total 306 316 103 0.9 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 45 45 100 5.1 A
R 5 6 114 3.1 A
Subtotal 50 51 102 4.9 A
T 50 52 103 0.4 A
R 10 11 113 0.3 A
Subtotal 60 63 105 0.4 A
L 5 4 76 1.2 A
T 140 141 101 0.5 A
Subtotal 145 145 100 0.5 A
Total 256 259 101 1.3 A
Volume Served Delay/Veh (sec)
EB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background - Mitigated
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St
Type:Unsignalized
Avg %Avg LOS
L 5 5 95 1.0 A
T 46 46 101 0.3 A
Subtotal 51 51 100 0.4 A
T 21 25 118 0.9 A
R 30 28 93 0.6 A
Subtotal 51 53 104 0.7 A
L 25 22 89 3.2 A
T 1 1 133 0.0 A
R 5 5 95 1.5 A
Subtotal 31 28 90 2.8 A
Total 133 132 99 1.0 A
Volume Served Delay/Veh (sec)
NB
SB
EB
Approach Movement Demand
Volume
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 175 168 96 37.4 E
T 830 833 100 26.5 D
R 155 153 99 25.6 D
Subtotal 1,160 1,154 99 28.0 D
L 85 81 95 20.3 C
T 665 670 101 15.6 C
R 75 76 101 9.6 A
Subtotal 825 827 100 15.5 C
L 70 70 100 88.0 F
T 730 713 98 72.5 F
R 320 313 98 39.3 E
Subtotal 1,120 1,096 98 64.0 F
L 75 72 96 10.5 B
T 468 478 102 7.3 A
R 35 37 105 8.1 A
Subtotal 578 587 102 7.7 A
Total 3,684 3,664 99 33.2 D
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 190 191 101 32.1 C
T 1,015 1,030 101 29.5 C
R 220 221 100 24.5 C
Subtotal 1,425 1,442 101 29.1 C
L 35 35 99 129.3 F
T 987 980 99 14.4 B
R 55 52 95 7.9 A
Subtotal 1,077 1,067 99 17.9 B
L 80 75 94 35.0 C
T 445 441 99 33.7 C
R 180 178 99 9.1 A
Subtotal 705 694 98 27.5 C
L 125 117 94 42.0 D
T 400 396 99 27.3 C
R 65 59 91 21.8 C
Subtotal 590 572 97 29.7 C
Total 3,797 3,775 99 25.8 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 275 268 98 64.1 E
T 790 804 102 52.1 D
R 245 243 99 24.5 C
Subtotal 1,310 1,315 100 49.4 D
L 240 229 95 83.4 F
T 658 664 101 60.3 E
R 220 216 98 18.3 B
Subtotal 1,118 1,109 99 56.9 E
L 350 353 101 68.8 E
T 760 753 99 47.9 D
R 270 270 100 18.3 B
Subtotal 1,380 1,376 100 47.5 D
L 230 225 98 86.4 F
T 540 528 98 53.9 D
R 190 198 104 47.9 D
Subtotal 960 951 99 60.3 E
Total 4,768 4,751 100 52.9 D
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 230 239 104 55.7 E
T 400 399 100 35.5 D
R 185 188 102 14.6 B
Subtotal 815 826 101 36.6 D
L 240 234 97 64.1 E
T 640 640 100 26.6 C
R 275 277 101 21.4 C
Subtotal 1,155 1,151 100 33.0 C
L 410 406 99 55.8 E
T 880 879 100 35.1 D
R 265 259 98 15.9 B
Subtotal 1,555 1,544 99 37.3 D
L 105 108 103 90.4 F
T 588 582 99 40.3 D
R 170 168 99 13.3 B
Subtotal 863 858 99 41.3 D
Total 4,388 4,379 100 36.8 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 90 94 104 16.3 C
T 531 536 101 13.0 B
R 170 169 99 6.0 A
Subtotal 791 799 101 11.9 B
L 15 13 85 8.7 A
T 480 478 100 8.2 A
R 250 256 102 4.0 A
Subtotal 745 747 100 6.8 A
L 175 172 98 37.3 E
T 569 549 96 26.4 D
R 260 255 98 15.3 C
Subtotal 1,004 976 97 25.4 D
L 80 81 101 7.8 A
T 235 234 99 7.2 A
R 55 55 100 3.1 A
Subtotal 370 370 100 6.7 A
Total 2,910 2,892 99 14.6 B
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 85 83 97 46.4 D
T 514 520 101 30.1 C
R 115 112 98 20.3 C
Subtotal 714 715 100 30.5 C
L 100 100 100 44.2 D
T 615 617 100 27.0 C
R 110 107 97 16.1 B
Subtotal 825 824 100 27.7 C
L 175 181 103 37.4 D
T 445 438 98 35.5 D
R 110 102 93 22.1 C
Subtotal 730 721 99 34.1 C
L 120 123 103 33.6 C
T 285 273 96 27.3 C
R 50 50 101 12.5 B
Subtotal 455 446 98 27.4 C
Total 2,724 2,706 99 30.1 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 60 56 93 28.1 C
T 495 499 101 24.6 C
R 40 41 103 11.6 B
Subtotal 595 596 100 24.0 C
L 360 355 99 41.2 D
T 485 477 98 24.6 C
R 175 181 103 18.4 B
Subtotal 1,020 1,013 99 29.3 C
L 135 133 99 47.3 D
T 975 957 98 20.4 C
R 135 135 100 11.3 B
Subtotal 1,245 1,225 98 22.3 C
L 90 88 98 34.9 C
T 335 331 99 25.7 C
R 255 249 98 17.4 B
Subtotal 680 668 98 23.8 C
Total 3,540 3,502 99 24.9 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 120 119 99 20.7 C
T 150 151 101 15.9 B
R 20 21 104 4.7 A
Subtotal 290 291 100 17.1 B
L 95 91 96 24.1 C
T 384 379 99 10.4 B
R 230 229 99 10.5 B
Subtotal 709 699 99 12.2 B
L 365 367 101 36.2 D
T 830 822 99 19.2 B
R 150 154 103 12.2 B
Subtotal 1,345 1,343 100 23.0 C
L 15 13 85 21.5 C
T 310 310 100 15.2 B
R 80 78 98 7.4 A
Subtotal 405 401 99 13.9 B
Total 2,750 2,734 99 18.3 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 75 68 91 11.1 B
T 435 438 101 10.1 B
R 90 92 102 11.1 B
Subtotal 600 598 100 10.4 B
L 10 9 90 4.9 A
T 275 274 100 6.9 A
R 65 68 105 4.7 A
Subtotal 350 351 100 6.4 A
L 105 102 97 9.7 A
T 485 467 96 5.0 A
R 155 148 95 9.3 A
Subtotal 745 717 96 6.6 A
L 55 54 99 6.0 A
T 95 98 103 9.1 A
R 20 17 84 5.3 A
Subtotal 170 169 99 7.7 A
Total 1,865 1,835 98 7.9 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 55 50 91 12.4 B
T 505 506 100 12.9 B
R 85 83 97 12.3 B
Subtotal 645 639 99 12.8 B
L 25 27 107 7.9 A
T 401 388 97 8.1 A
R 60 62 103 8.0 A
Subtotal 486 477 98 8.1 A
L 125 130 104 13.8 B
T 455 435 96 7.4 A
R 65 69 106 13.1 B
Subtotal 645 634 98 9.3 A
L 40 38 96 5.8 A
T 46 47 103 8.0 A
R 35 31 88 5.6 A
Subtotal 121 116 96 6.6 A
Total 1,897 1,866 98 10.0 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 110 106 97 7.4 A
T 406 408 101 9.4 A
R 5 5 100 5.9 A
Subtotal 521 519 100 9.0 A
L 5 4 80 7.7 A
T 240 234 97 11.4 B
R 165 163 99 9.0 A
Subtotal 410 401 98 10.4 B
L 235 232 99 15.1 C
T 370 365 99 6.4 A
R 200 201 101 14.4 B
Subtotal 805 798 99 10.9 B
L 5 4 80 3.6 A
T 15 16 105 6.2 A
R 5 6 120 3.9 A
Subtotal 25 26 104 5.3 A
Total 1,761 1,744 99 10.2 B
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 15 14 92 7.9 A
T 371 370 100 7.0 A
R 135 143 106 5.3 A
Subtotal 521 527 101 6.6 A
L 175 176 100 7.0 A
T 260 256 98 5.5 A
R 10 9 90 3.0 A
Subtotal 445 441 99 6.0 A
L 10 11 110 16.4 C
T 5 6 120 18.4 C
R 10 10 100 5.5 A
Subtotal 25 27 108 12.8 B
L 75 74 99 27.2 D
T 5 7 140 29.1 D
R 140 139 99 17.1 C
Subtotal 220 220 100 20.9 C
Total 1,212 1,215 100 9.1 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 45 42 94 8.2 A
T 145 144 99 11.5 B
R 20 22 109 5.5 A
Subtotal 210 208 99 10.2 B
L 35 35 99 12.8 B
T 160 155 97 13.2 B
R 150 147 98 9.7 A
Subtotal 345 337 98 11.6 B
L 340 345 102 25.9 D
T 266 253 95 17.1 C
R 60 58 97 22.8 C
Subtotal 666 656 98 22.2 C
L 25 23 91 7.8 A
T 100 100 100 11.0 B
R 30 33 109 6.3 A
Subtotal 155 156 101 9.5 A
Total 1,376 1,357 99 16.3 C
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 10 9 90 6.9 A
T 76 70 92 9.3 A
R 10 9 90 3.7 A
Subtotal 96 88 92 8.5 A
L 10 9 90 3.9 A
T 55 52 95 7.8 A
R 25 24 95 2.5 A
Subtotal 90 85 94 5.9 A
L 40 40 101 5.9 A
T 170 170 100 5.7 A
R 25 21 83 4.4 A
Subtotal 235 231 98 5.6 A
L 5 6 120 3.3 A
T 50 51 103 9.3 A
R 10 9 90 2.7 A
Subtotal 65 66 102 7.9 A
Total 486 470 97 6.5 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 20 18 89 7.9 A
T 5 6 126 2.6 A
R 60 55 92 5.1 A
Subtotal 85 79 93 5.5 A
L 90 83 92 2.1 A
T 80 84 105 1.6 A
Subtotal 170 167 98 1.8 A
T 50 47 94 0.9 A
R 5 4 80 0.2 A
Subtotal 55 51 93 0.8 A
Total 310 297 96 2.7 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 30 30 99 5.7 A
T 12 10 83 0.5 A
R 30 29 96 2.9 A
Subtotal 72 69 96 3.8 A
T 156 151 97 2.4 A
R 45 46 103 1.7 A
Subtotal 201 197 98 2.2 A
L 20 17 84 1.9 A
T 90 86 95 0.7 A
Subtotal 110 103 94 0.9 A
Total 384 369 96 2.2 A
Volume Served Delay/Veh (sec)
NB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 15 16 105 3.3 A
T 300 309 103 1.8 A
Subtotal 315 325 103 1.9 A
T 141 141 100 0.5 A
R 25 25 99 0.2 A
Subtotal 166 166 100 0.5 A
L 30 27 89 4.8 A
T 1 1 100 0.3 A
R 10 10 100 2.0 A
Subtotal 41 38 93 3.9 A
Total 523 529 101 1.6 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 30 30 99 5.8 A
R 10 13 130 3.4 A
Subtotal 40 43 108 5.1 A
T 172 172 100 0.8 A
R 40 40 101 0.2 A
Subtotal 212 212 100 0.7 A
L 5 4 80 1.6 A
T 135 135 100 0.4 A
Subtotal 140 139 99 0.4 A
Total 392 394 101 1.0 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St
Type:Unsignalized
Avg %Avg LOS
L 5 5 100 0.9 A
T 36 37 102 0.2 A
Subtotal 41 42 102 0.3 A
T 45 41 92 1.1 A
R 20 21 104 1.0 A
Subtotal 65 62 95 1.1 A
L 35 32 91 3.4 A
R 5 6 120 1.9 A
Subtotal 40 38 95 3.2 A
Total 146 142 97 1.4 A
SB
EB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 175 179 102 35.7 D
T 830 832 100 21.7 C
R 155 154 99 18.6 B
Subtotal 1,160 1,165 100 23.4 C
L 85 89 104 27.5 C
T 665 671 101 21.4 C
R 75 76 101 5.8 A
Subtotal 825 836 101 20.6 C
L 70 69 99 26.7 C
T 730 733 100 25.2 C
R 320 323 101 15.5 B
Subtotal 1,120 1,125 100 22.5 C
L 75 74 99 35.3 D
T 468 471 101 13.0 B
R 35 35 99 8.2 A
Subtotal 578 580 100 15.6 B
Total 3,684 3,706 101 21.3 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 190 183 96 33.3 C
T 1,015 1,020 100 29.8 C
R 220 218 99 24.6 C
Subtotal 1,425 1,421 100 29.5 C
L 35 36 102 123.3 F
T 987 999 101 17.9 B
R 55 55 100 12.3 B
Subtotal 1,077 1,090 101 21.1 C
L 80 76 95 37.7 D
T 445 448 101 34.8 C
R 180 177 98 9.4 A
Subtotal 705 701 99 28.7 C
L 125 118 95 44.8 D
T 400 403 101 28.9 C
R 65 68 105 23.7 C
Subtotal 590 589 100 31.5 C
Total 3,797 3,801 100 27.3 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 275 267 97 64.2 E
T 790 785 99 51.6 D
R 245 245 100 24.0 C
Subtotal 1,310 1,297 99 49.0 D
L 240 236 98 82.5 F
T 658 642 98 59.7 E
R 220 224 102 17.9 B
Subtotal 1,118 1,102 99 56.1 E
L 350 352 101 69.0 E
T 760 781 103 49.4 D
R 270 278 103 18.1 B
Subtotal 1,380 1,411 102 48.1 D
L 230 230 100 88.2 F
T 540 538 100 54.6 D
R 190 192 101 47.8 D
Subtotal 960 960 100 61.3 E
Total 4,768 4,770 100 52.9 D
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 230 230 100 57.0 E
T 400 397 99 33.8 C
R 185 183 99 15.1 B
Subtotal 815 810 99 36.2 D
L 240 248 103 62.6 E
T 640 637 100 26.3 C
R 275 271 99 22.0 C
Subtotal 1,155 1,156 100 33.1 C
L 410 399 97 56.2 E
T 880 874 99 35.1 D
R 265 272 103 15.9 B
Subtotal 1,555 1,545 99 37.2 D
L 105 102 97 93.4 F
T 588 581 99 39.6 D
R 170 178 105 14.3 B
Subtotal 863 861 100 40.7 D
Total 4,388 4,372 100 36.7 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 90 87 96 17.0 C
T 531 529 100 13.5 B
R 170 170 100 6.3 A
Subtotal 791 786 99 12.3 B
L 15 15 98 8.6 A
T 480 477 99 8.3 A
R 250 256 102 4.1 A
Subtotal 745 748 100 6.9 A
L 175 175 100 49.6 E
T 569 579 102 36.2 E
R 260 264 102 25.4 D
Subtotal 1,004 1,018 101 35.7 E
L 80 79 99 8.2 A
T 235 236 100 7.3 A
R 55 54 99 3.1 A
Subtotal 370 369 100 6.9 A
Total 2,910 2,921 100 18.5 C
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 85 81 95 44.5 D
T 514 512 100 29.8 C
R 115 109 95 19.1 B
Subtotal 714 702 98 29.8 C
L 100 104 104 41.3 D
T 615 607 99 25.6 C
R 110 113 103 15.2 B
Subtotal 825 824 100 26.2 C
L 175 175 100 38.3 D
T 445 448 101 34.6 C
R 110 112 102 23.1 C
Subtotal 730 735 101 33.7 C
L 120 120 100 35.1 D
T 285 279 98 27.7 C
R 50 59 119 11.1 B
Subtotal 455 458 101 27.5 C
Total 2,724 2,719 100 29.4 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 60 55 92 31.0 C
T 495 492 99 23.8 C
R 40 44 111 11.0 B
Subtotal 595 591 99 23.5 C
L 360 360 100 42.5 D
T 485 490 101 24.6 C
R 175 170 97 20.0 B
Subtotal 1,020 1,020 100 30.2 C
L 135 132 98 46.7 D
T 975 996 102 19.6 B
R 135 129 96 11.6 B
Subtotal 1,245 1,257 101 21.6 C
L 90 89 99 36.2 D
T 335 336 100 26.4 C
R 255 251 99 17.0 B
Subtotal 680 676 99 24.2 C
Total 3,540 3,544 100 24.9 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 120 125 104 21.3 C
T 150 153 102 15.6 B
R 20 21 104 4.8 A
Subtotal 290 299 103 17.2 B
L 95 96 101 24.0 C
T 384 384 100 10.7 B
R 230 228 99 10.4 B
Subtotal 709 708 100 12.4 B
L 365 355 97 37.7 D
T 830 838 101 20.1 C
R 150 150 100 11.9 B
Subtotal 1,345 1,343 100 23.8 C
L 15 16 105 21.1 C
T 310 311 100 16.7 B
R 80 83 104 7.6 A
Subtotal 405 410 101 15.0 B
Total 2,750 2,760 100 18.9 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 75 72 96 10.3 B
T 435 443 102 10.2 B
R 90 92 102 10.9 B
Subtotal 600 607 101 10.3 B
L 10 8 80 5.1 A
T 275 268 98 6.9 A
R 65 63 97 4.7 A
Subtotal 350 339 97 6.4 A
L 105 102 97 10.2 B
T 485 496 102 5.3 A
R 155 159 103 9.3 A
Subtotal 745 757 102 6.8 A
L 55 53 97 5.8 A
T 95 94 99 9.1 A
R 20 19 94 5.6 A
Subtotal 170 166 98 7.6 A
Total 1,865 1,869 100 8.0 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 55 55 100 13.2 B
T 505 519 103 13.0 B
R 85 91 107 12.4 B
Subtotal 645 665 103 12.9 B
L 25 25 99 7.5 A
T 401 396 99 8.1 A
R 60 60 100 8.3 A
Subtotal 486 481 99 8.1 A
L 125 123 99 12.4 B
T 455 456 100 7.4 A
R 65 66 102 12.9 B
Subtotal 645 645 100 8.9 A
L 40 41 103 5.6 A
T 46 45 99 7.6 A
R 35 36 102 5.5 A
Subtotal 121 122 101 6.3 A
Total 1,897 1,913 101 10.0 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 110 104 95 7.3 A
T 406 417 103 9.4 A
R 5 6 120 7.7 A
Subtotal 521 527 101 9.0 A
L 5 4 80 9.6 A
T 240 238 99 11.4 B
R 165 160 97 9.2 A
Subtotal 410 402 98 10.5 B
L 235 246 105 14.4 B
T 370 376 102 6.7 A
R 200 197 99 14.3 B
Subtotal 805 819 102 10.8 B
L 5 4 80 4.1 A
T 15 15 98 6.1 A
R 5 6 120 4.0 A
Subtotal 25 25 100 5.3 A
Total 1,761 1,773 101 10.1 B
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 15 15 98 7.2 A
T 371 374 101 6.9 A
R 135 132 98 5.0 A
Subtotal 521 521 100 6.4 A
L 175 172 98 6.8 A
T 260 255 98 5.0 A
R 10 11 110 2.9 A
Subtotal 445 438 98 5.7 A
L 10 9 90 15.6 C
T 5 5 100 16.4 C
R 10 12 120 5.4 A
Subtotal 25 26 104 11.0 B
L 75 70 93 27.0 D
T 5 4 80 25.7 D
R 140 146 104 15.6 C
Subtotal 220 220 100 19.4 C
Total 1,212 1,205 99 8.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 45 46 103 8.1 A
T 145 145 100 11.7 B
R 20 23 114 5.6 A
Subtotal 210 214 102 10.3 B
L 35 30 85 12.6 B
T 160 158 99 13.3 B
R 150 149 99 9.8 A
Subtotal 345 337 98 11.7 B
L 340 342 101 29.2 D
T 266 268 101 19.4 C
R 60 60 100 26.3 D
Subtotal 666 670 101 25.0 C
L 25 24 95 7.7 A
T 100 101 101 10.6 B
R 30 29 96 5.6 A
Subtotal 155 154 99 9.2 A
Total 1,376 1,375 100 17.7 C
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 10 8 80 8.1 A
T 76 78 103 9.7 A
R 10 10 100 5.7 A
Subtotal 96 96 100 9.2 A
L 10 9 90 4.5 A
T 55 56 102 8.3 A
R 25 26 103 2.8 A
Subtotal 90 91 101 6.4 A
L 40 41 103 5.7 A
T 170 170 100 6.1 A
R 25 26 103 4.3 A
Subtotal 235 237 101 5.8 A
L 5 5 100 4.4 A
T 50 51 103 9.3 A
R 10 10 100 2.4 A
Subtotal 65 66 102 7.9 A
Total 486 490 101 6.9 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 20 21 104 7.7 A
T 5 5 105 2.4 A
R 60 62 103 5.6 A
Subtotal 85 88 104 5.9 A
L 90 89 99 2.1 A
T 80 82 102 1.6 A
Subtotal 170 171 101 1.9 A
T 50 50 101 0.7 A
R 5 6 120 0.9 A
Subtotal 55 56 102 0.7 A
Total 310 315 102 2.8 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 30 28 93 5.1 A
T 12 11 92 0.6 A
R 30 33 109 3.1 A
Subtotal 72 72 100 3.5 A
T 156 157 101 2.4 A
R 45 47 105 1.7 A
Subtotal 201 204 101 2.2 A
L 20 19 94 2.0 A
T 90 94 104 0.7 A
Subtotal 110 113 103 0.9 A
Total 384 389 101 2.1 A
Volume Served Delay/Veh (sec)
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 15 15 98 3.6 A
T 300 294 98 1.6 A
Subtotal 315 309 98 1.7 A
T 141 144 102 0.4 A
R 25 26 103 0.2 A
Subtotal 166 170 102 0.4 A
L 30 31 102 4.8 A
T 1 1 100 0.1 A
R 10 8 80 2.2 A
Subtotal 41 40 98 4.2 A
Total 523 519 99 1.5 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 30 30 99 5.5 A
R 10 11 110 3.1 A
Subtotal 40 41 103 4.9 A
T 172 168 98 0.7 A
R 40 37 93 0.3 A
Subtotal 212 205 97 0.6 A
L 5 3 60 1.4 A
T 135 139 103 0.4 A
Subtotal 140 142 101 0.4 A
Total 392 388 99 1.0 A
Volume Served Delay/Veh (sec)
EB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St
Type:Unsignalized
Avg %Avg LOS
L 5 4 80 1.1 A
T 36 38 105 0.2 A
Subtotal 41 42 102 0.3 A
T 45 45 101 1.0 A
R 20 20 99 0.7 A
Subtotal 65 65 100 0.9 A
L 35 34 96 3.6 A
R 5 5 100 1.6 A
Subtotal 40 39 98 3.3 A
Total 146 146 100 1.4 A
Volume Served Delay/Veh (sec)
NB
SB
EB
Approach Movement Demand
Volume
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 155 158 102 24.8 C
T 359 352 98 12.6 B
R 35 35 100 7.2 A
Subtotal 549 545 99 15.8 B
L 27 26 97 16.8 B
T 554 558 101 14.5 B
R 75 77 102 6.7 A
Subtotal 656 661 101 13.7 B
L 50 49 98 26.7 C
T 263 259 99 13.7 B
R 165 164 100 7.1 A
Subtotal 478 472 99 12.8 B
L 70 68 97 19.8 B
T 809 805 100 14.6 B
R 49 50 102 8.7 A
Subtotal 928 923 99 14.7 B
Total 2,611 2,601 100 14.3 B
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 90 88 98 25.0 C
T 380 377 99 18.4 B
R 68 63 93 9.3 A
Subtotal 538 528 98 18.4 B
L 69 67 97 70.7 E
T 700 701 100 19.4 B
R 55 56 102 11.4 B
Subtotal 824 824 100 23.0 C
L 50 48 96 24.2 C
T 175 167 95 19.0 B
R 85 84 99 6.5 A
Subtotal 310 299 96 16.3 B
L 177 172 97 26.4 C
T 491 500 102 22.5 C
R 119 119 100 18.0 B
Subtotal 787 791 101 22.7 C
Total 2,460 2,442 99 21.1 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 90 92 103 83.5 F
T 300 291 97 23.4 C
R 151 157 104 8.1 A
Subtotal 541 540 100 29.2 C
L 135 132 98 68.8 E
T 668 670 100 24.0 C
R 160 156 98 13.8 B
Subtotal 963 958 99 28.5 C
L 100 96 96 70.7 E
T 329 324 99 22.8 C
R 105 107 102 8.5 A
Subtotal 534 527 99 28.6 C
L 255 250 98 46.3 D
T 591 583 99 24.5 C
R 130 133 103 9.4 A
Subtotal 976 966 99 28.1 C
Total 3,013 2,991 99 28.6 C
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 180 179 99 54.4 D
T 190 193 102 26.3 C
R 72 72 100 4.5 A
Subtotal 442 444 100 34.1 C
L 106 104 98 83.8 F
T 604 603 100 12.4 B
R 215 216 100 17.0 B
Subtotal 925 923 100 21.5 C
L 145 148 102 59.7 E
T 338 331 98 14.7 B
R 125 128 103 5.1 A
Subtotal 608 607 100 23.6 C
L 74 71 96 109.2 F
T 941 930 99 25.1 C
R 145 140 96 22.3 C
Subtotal 1,160 1,141 98 30.0 C
Total 3,136 3,115 99 26.9 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 180 176 98 8.8 A
T 341 338 99 7.8 A
R 55 53 97 2.9 A
Subtotal 576 567 98 7.7 A
L 22 22 101 10.9 B
T 394 412 105 10.5 B
R 235 238 101 4.9 A
Subtotal 651 672 103 8.5 A
L 100 100 100 9.7 A
T 173 167 97 10.6 B
R 80 79 98 6.4 A
Subtotal 353 346 98 9.4 A
L 85 84 99 9.5 A
T 505 502 99 8.1 A
R 49 51 104 4.3 A
Subtotal 639 637 100 8.0 A
Total 2,220 2,222 100 8.3 A
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 110 108 98 35.2 D
T 575 578 101 16.3 B
R 40 42 105 11.4 B
Subtotal 725 728 100 18.8 B
L 49 45 91 29.3 C
T 445 461 104 24.3 C
R 130 131 101 14.0 B
Subtotal 624 637 102 22.5 C
L 70 65 93 35.2 D
T 199 189 95 26.5 C
R 50 50 100 13.7 B
Subtotal 319 304 95 26.3 C
L 180 171 95 26.1 C
T 422 423 100 23.5 C
R 119 120 101 11.1 B
Subtotal 721 714 99 22.0 C
Total 2,390 2,383 100 21.7 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 90 86 96 22.0 C
T 345 351 102 20.5 C
R 55 57 104 5.9 A
Subtotal 490 494 101 19.1 B
L 110 111 101 29.9 C
T 515 518 101 14.5 B
R 55 56 102 14.1 B
Subtotal 680 685 101 17.0 B
L 120 119 99 30.4 C
T 466 465 100 15.3 B
R 30 30 100 6.7 A
Subtotal 616 614 100 17.8 B
L 53 52 99 26.2 C
T 501 495 99 21.1 C
R 260 260 100 17.3 B
Subtotal 814 807 99 20.2 C
Total 2,598 2,600 100 18.6 B
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 110 108 98 14.7 B
T 140 142 101 10.6 B
R 16 15 92 3.4 A
Subtotal 266 265 100 11.9 B
L 80 77 96 17.8 B
T 128 129 101 15.4 B
R 350 346 99 11.4 B
Subtotal 558 552 99 13.2 B
L 120 119 99 23.5 C
T 371 361 97 10.8 B
R 40 40 100 5.5 A
Subtotal 531 520 98 13.3 B
L 26 24 93 17.5 B
T 596 591 99 13.4 B
R 55 58 106 8.0 A
Subtotal 677 673 99 13.1 B
Total 2,032 2,010 99 13.0 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 239 242 101 9.1 A
T 202 199 98 10.8 B
R 10 8 78 10.0 A
Subtotal 451 449 100 9.9 A
L 10 12 117 7.0 A
T 253 253 100 8.9 A
R 100 102 102 7.0 A
Subtotal 363 367 101 8.3 A
L 35 34 97 6.1 A
T 64 62 96 6.8 A
R 145 140 96 5.8 A
Subtotal 244 236 97 6.1 A
L 45 42 93 6.3 A
T 151 146 97 9.7 A
R 15 15 98 5.7 A
Subtotal 211 203 96 8.7 A
Total 1,272 1,255 99 8.5 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 35 30 86 6.8 A
T 190 190 100 9.5 A
R 76 75 98 7.3 A
Subtotal 301 295 98 8.7 A
L 88 84 96 10.1 B
T 306 300 98 11.2 B
R 55 57 104 10.2 B
Subtotal 449 441 98 10.9 B
L 60 57 95 12.1 B
T 176 168 95 12.5 B
R 45 45 99 11.4 B
Subtotal 281 270 96 12.2 B
L 96 95 99 10.1 B
T 271 266 98 10.2 B
R 187 193 103 9.9 A
Subtotal 554 554 100 10.1 A
Total 1,585 1,560 98 10.4 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 110 105 95 4.9 A
T 186 181 98 6.9 A
R 27 26 97 4.3 A
Subtotal 323 312 97 6.0 A
L 5 4 80 11.5 B
T 231 234 101 12.4 B
R 175 170 97 11.0 B
Subtotal 411 408 99 11.8 B
L 65 66 102 9.8 A
T 370 369 100 6.6 A
R 60 59 99 9.6 A
Subtotal 495 494 100 7.4 A
L 57 51 90 8.2 A
T 224 225 100 8.4 A
R 10 10 98 8.0 A
Subtotal 291 286 98 8.4 A
Total 1,519 1,500 99 8.5 A
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 5 5 100 4.7 A
T 212 202 95 5.6 A
R 106 107 101 4.1 A
Subtotal 323 314 97 5.1 A
L 50 50 100 3.6 A
T 276 271 98 2.2 A
R 5 5 100 1.5 A
Subtotal 331 326 98 2.4 A
L 5 5 100 6.5 A
R 15 17 111 5.5 A
Subtotal 20 22 110 5.7 A
L 235 230 98 17.7 CT548022.9 C
R 105 105 100 13.5 B
Subtotal 345 339 98 16.5 C
Total 1,020 1,001 98 8.1 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 70 72 103 8.1 A
T 132 125 95 10.4 B
R 10 10 98 4.8 A
Subtotal 212 207 98 9.3 A
L 10 11 107 14.5 B
T 81 78 96 17.4 C
R 427 422 99 13.2 B
Subtotal 518 511 99 13.9 B
L 146 141 96 10.7 B
T 158 160 101 6.1 A
R 40 38 95 7.9 A
Subtotal 344 339 99 8.2 A
L 5 3 60 6.0 A
T 115 114 99 10.1 B
R 25 25 101 4.9 A
Subtotal 145 142 98 9.1 A
Total 1,220 1,199 98 10.9 B
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 36 34 94 5.7 A
T 61 57 94 9.3 A
R 7 8 110 3.4 A
Subtotal 104 99 95 7.6 A
L 5 4 80 4.6 A
T 87 87 100 8.1 A
R 35 35 100 3.1 A
Subtotal 127 126 99 6.6 A
L 10 10 98 3.9 A
T 45 42 93 4.2 A
R 20 17 86 2.9 A
Subtotal 75 69 92 3.8 A
L 5 6 120 3.3 A
T 45 44 97 8.8 A
R 5 5 100 2.3 A
Subtotal 55 55 100 7.6 A
Total 361 349 97 6.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 162 163 101 7.9 A
T 34 34 100 7.9 A
Subtotal 196 197 101 7.9 A
L 7 6 83 9.9 AT15159814.2 B
R 95 96 101 7.3 A
Subtotal 117 117 100 8.3 A
L 60 55 92 2.9 A
T 60 57 95 2.6 A
R 74 74 100 1.4 A
Subtotal 194 186 96 2.2 A
T 133 130 98 1.6 A
R 10 11 107 0.8 A
Subtotal 143 141 99 1.5 A
Total 650 641 99 4.9 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 179 179 100 10.9 B
R 15 16 105 7.2 A
Subtotal 194 195 101 10.6 B
T 228 220 96 3.3 A
R 82 79 96 2.7 A
Subtotal 310 299 96 3.1 A
L 15 14 92 3.1 A
T 375 377 100 1.6 A
Subtotal 390 391 100 1.7 A
Total 895 885 99 4.2 A
Volume Served Delay/Veh (sec)
NB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 29 28 97 4.4 A
T 127 128 101 1.4 A
Subtotal 156 156 100 1.9 A
T 247 242 98 0.7 A
R 40 41 102 0.3 A
Subtotal 287 283 99 0.6 A
L 15 14 92 5.4 A
R 49 46 93 2.4 A
Subtotal 64 60 94 3.1 A
Total 508 499 98 1.4 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 45 47 104 5.7 A
R 5 7 140 3.1 A
Subtotal 50 54 108 5.4 A
T 92 92 100 0.5 A
R 10 9 88 0.2 A
Subtotal 102 101 99 0.5 A
L 5 5 100 1.4 A
T 241 234 97 0.6 A
Subtotal 246 239 97 0.6 A
Total 398 394 99 1.3 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 93 88 95 5.2 A
R 2 2 100 4.7 A
Subtotal 95 90 95 5.2 A
T 25 25 101 0.8 A
R 41 36 87 0.8 A
Subtotal 66 61 92 0.8 A
L 2 2 100 0.6 A
Subtotal 2 2 100 0.6 A
Total 163 153 94 3.4 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 84 83 98 0.5 A
R 17 16 93 0.5 A
Subtotal 101 99 98 0.5 A
L 44 42 95 1.4 A
T 53 50 94 0.3 A
Subtotal 97 92 95 0.8 AL3432945.1 A
R 94 95 101 3.5 A
Subtotal 128 127 99 3.9 A
Total 327 318 97 2.0 A
Volume Served Delay/Veh (sec)
NB
SB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St/Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 5 4 80 1.7 A
T 63 63 100 0.6 A
R 2 3 150 0.2 A
Subtotal 70 70 100 0.6 A
L 8 7 85 1.5 A
T 54 50 93 0.9 A
R 30 28 93 0.5 A
Subtotal 92 85 92 0.8 A
L 25 25 101 8.0 A
T 105 103 98 8.3 A
R 5 6 120 6.2 A
Subtotal 135 134 99 8.2 A
L 5 5 100 6.9 A
T 241 241 100 8.0 A
R 15 14 92 5.7 A
Subtotal 261 260 100 7.9 A
Total 558 549 98 5.9 A
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 10 9 88 5.1 A
R 65 63 97 3.3 A
Subtotal 75 72 96 3.5 A
L 27 27 101 1.2 A
T 70 72 103 0.3 A
Subtotal 97 99 102 0.5 A
T 36 33 92 0.5 A
R 5 6 120 0.2 A
Subtotal 41 39 95 0.5 A
Total 213 210 99 1.6 A
Volume Served Delay/Veh (sec)
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 1 1 100 3.0 A
R 26 25 97 2.7 A
Subtotal 27 26 96 2.7 A
L 12 13 106 1.1 A
T 13 12 91 0.4 A
Subtotal 25 25 100 0.8 A
T 16 14 90 0.2 A
R 1 1 100 0.2 A
Subtotal 17 15 88 0.2 A
Total 69 66 96 1.4 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 4 2 50 4.6 A
R 10 10 98 2.6 A
Subtotal 14 12 86 2.9 A
L 5 4 80 0.8 A
T 9 9 97 0.1 A
Subtotal 14 13 93 0.3 A
T 6 5 80 0.0 A
R 2 2 100 0.0 A
Subtotal 8 7 88 0.0 A
Total 37 32 87 1.2 A
Volume Served Delay/Veh (sec)
SB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd/SE Rd
Type:Unsignalized
Avg %Avg LOS
L 2 2 100 3.5 AT65805.0 A
R 3 3 100 2.8 A
Subtotal 11 10 91 4.0 A
L 1 0 0
T 2 2 100 4.1 A
R 2 2 100 3.4 A
Subtotal 5 4 80 3.8 A
L 2 2 100 1.7 A
T 9 11 119 0.1 A
R 2 2 100 0.0 A
Subtotal 13 15 115 0.3 A
L 6 6 96 1.6 A
T 15 15 98 0.5 A
R 2 3 150 0.3 A
Subtotal 23 24 104 0.8 A
Total 53 53 100 1.5 A
Intersection:SE Rd/Southeast Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 1 1 100 0.9 A
T 7 8 110 0.1 A
R 2 2 100 0.0 A
Subtotal 10 11 110 0.2 A
L 1 0 0
T 10 11 107 0.5 A
R 1 2 200 0.3 A
Subtotal 12 13 108 0.5 A
L 6 6 96 3.9 A
T 4 4 100 4.4 A
R 1 1 100 3.4 A
Subtotal 11 11 100 4.0 A
L 12 11 90 4.4 A
T 65 58 89 0.5 AR111004.5 A
Subtotal 78 70 90 1.2 A
Total 112 105 94 1.3 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 30 31 103 4.5 AT18181015.3 A
R 2 3 150 3.2 A
Subtotal 50 52 104 4.7 A
L 3 2 67 4.7 A
T 18 17 97 1.1 A
R 3 3 100 2.9 A
Subtotal 24 22 92 1.7 A
L 1 0 0
T 50 51 103 0.3 A
R 5 5 100 0.2 A
Subtotal 56 56 100 0.3 A
L 4 4 100 2.1 A
T 64 62 96 1.0 A
R 5 4 80 0.8 A
Subtotal 73 70 96 1.1 A
Total 202 200 99 1.8 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
L 30 32 107 2.4 A
T 20 20 101 2.7 A
R 6 6 96 2.1 A
Subtotal 56 58 104 2.5 A
L 5 5 100 3.1 A
T 30 28 93 3.0 A
R 124 123 99 2.6 A
Subtotal 159 156 98 2.7 A
L 57 53 93 4.3 A
T 49 52 106 4.4 A
R 9 8 86 4.3 A
Subtotal 115 113 98 4.3 A
L 22 23 106 2.5 A
T 89 86 97 2.8 A
R 2 2 100 1.8 A
Subtotal 113 111 98 2.7 A
Total 442 438 99 3.1 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SE
NE
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NW
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
T 70 68 97 0.4 A
R 8 6 73 0.4 A
Subtotal 78 74 95 0.4 A
L 15 16 105 1.8 A
T 115 112 97 0.4 A
Subtotal 130 128 98 0.6 A
L 15 16 105 5.2 A
R 32 32 100 3.6 A
Subtotal 47 48 102 4.1 A
Total 256 250 98 1.2 A
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 30 31 103 2.3 A
T 43 42 97 2.7 A
R 5 4 80 2.8 A
Subtotal 78 77 99 2.5 A
L 37 34 92 3.2 A
T 53 53 100 3.4 A
R 30 30 100 2.9 A
Subtotal 120 117 98 3.2 A
L 9 9 97 2.2 A
T 37 36 97 2.4 A
R 15 14 92 2.4 A
Subtotal 61 59 97 2.4 A
L 32 32 100 2.9 A
T 54 51 95 3.1 A
R 71 73 103 2.8 A
Subtotal 157 156 99 2.9 A
Total 416 409 98 2.9 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 37 37 100 6.0 AT4340926.4 A
R 8 8 97 3.8 A
Subtotal 88 85 97 6.0 A
L 20 18 91 5.2 A
T 30 27 90 6.0 A
R 10 10 98 3.4 A
Subtotal 60 55 92 5.3 A
L 9 9 97 2.2 A
T 51 46 91 0.8 A
R 12 11 90 0.4 A
Subtotal 72 66 92 0.9 A
L 30 31 103 1.8 A
T 97 96 99 0.4 A
R 14 14 98 0.2 A
Subtotal 141 141 100 0.7 A
Total 362 347 96 2.8 A
SB
EB
WB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 155 152 98 24.3 C
T 359 356 99 12.7 B
R 35 37 106 8.1 A
Subtotal 549 545 99 15.6 B
L 27 27 101 17.3 B
T 554 558 101 14.5 B
R 75 75 100 6.7 A
Subtotal 656 660 101 13.7 B
L 50 50 100 25.1 C
T 263 261 99 13.9 B
R 165 163 99 6.9 A
Subtotal 478 474 99 12.7 B
L 70 66 94 21.2 C
T 809 805 100 16.1 B
R 49 48 97 10.1 B
Subtotal 928 919 99 16.2 B
Total 2,611 2,598 99 14.8 B
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 90 88 98 25.5 C
T 380 379 100 18.1 B
R 68 67 99 9.5 A
Subtotal 538 534 99 18.2 B
L 69 64 93 73.5 E
T 700 701 100 19.9 B
R 55 54 99 10.9 B
Subtotal 824 819 99 23.5 C
L 50 47 94 24.0 C
T 175 174 99 19.7 B
R 85 83 97 7.1 A
Subtotal 310 304 98 16.9 B
L 177 176 99 26.7 C
T 491 483 98 22.0 C
R 119 121 101 16.5 B
Subtotal 787 780 99 22.2 C
Total 2,460 2,437 99 21.2 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 90 88 98 85.6 F
T 300 296 99 23.0 C
R 151 152 100 8.4 A
Subtotal 541 536 99 29.1 C
L 135 130 96 69.9 E
T 668 667 100 23.8 C
R 160 159 100 14.5 B
Subtotal 963 956 99 28.5 C
L 100 98 98 68.1 E
T 329 330 100 23.1 C
R 105 102 97 7.8 A
Subtotal 534 530 99 28.5 C
L 255 247 97 48.3 D
T 591 575 97 23.4 C
R 130 132 102 9.5 A
Subtotal 976 954 98 27.9 C
Total 3,013 2,976 99 28.5 C
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 180 186 103 51.8 D
T 190 189 100 22.3 C
R 72 72 100 4.3 A
Subtotal 442 447 101 31.7 C
L 106 103 97 77.8 E
T 604 606 100 11.1 B
R 215 204 95 16.8 B
Subtotal 925 913 99 19.9 B
L 145 149 103 55.6 E
T 338 326 97 15.1 B
R 125 118 95 5.5 A
Subtotal 608 593 98 23.4 C
L 74 76 103 96.8 F
T 941 929 99 24.5 C
R 145 141 97 12.3 B
Subtotal 1,160 1,146 99 27.8 C
Total 3,136 3,099 99 25.3 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 180 170 94 19.6 C
T 341 333 98 8.6 A
R 55 56 102 2.2 A
Subtotal 576 559 97 11.3 B
L 22 20 92 15.3 C
T 394 392 99 10.4 B
R 235 250 106 4.9 A
Subtotal 651 662 102 8.5 A
L 100 95 95 28.2 D
T 173 177 102 13.9 B
R 80 82 102 7.0 A
Subtotal 353 354 100 16.1 C
L 85 87 102 15.5 C
T 505 498 99 13.0 B
R 49 50 102 3.3 A
Subtotal 639 635 99 12.6 B
Total 2,220 2,210 100 11.6 B
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 110 114 103 33.4 C
T 575 563 98 16.7 B
R 40 44 110 12.4 B
Subtotal 725 721 99 19.1 B
L 49 47 95 29.9 C
T 445 444 100 25.9 C
R 130 133 103 15.3 B
Subtotal 624 624 100 23.9 C
L 70 67 96 33.2 C
T 199 192 97 27.6 C
R 50 49 98 15.3 B
Subtotal 319 308 97 26.9 C
L 180 179 99 26.0 C
T 422 414 98 23.8 C
R 119 115 96 11.6 B
Subtotal 721 708 98 22.4 C
Total 2,390 2,361 99 22.4 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 90 84 94 22.1 C
T 345 344 100 22.0 C
R 55 56 102 6.0 A
Subtotal 490 484 99 20.2 C
L 110 113 102 29.0 C
T 515 510 99 14.1 B
R 55 51 93 14.0 B
Subtotal 680 674 99 16.6 B
L 120 121 101 30.0 C
T 466 459 99 14.6 B
R 30 31 103 6.8 A
Subtotal 616 611 99 17.3 B
L 53 50 95 23.8 C
T 501 490 98 21.3 C
R 260 256 99 17.5 B
Subtotal 814 796 98 20.2 C
Total 2,598 2,565 99 18.6 B
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 110 113 102 13.6 B
T 140 138 99 10.2 B
R 16 17 105 3.1 A
Subtotal 266 268 101 11.2 B
L 80 80 100 17.3 B
T 128 130 102 15.2 B
R 350 343 98 11.8 B
Subtotal 558 553 99 13.4 B
L 120 118 98 25.2 C
T 371 359 97 11.2 B
R 40 38 95 5.6 A
Subtotal 531 515 97 14.0 B
L 26 24 93 16.1 B
T 596 592 99 13.8 B
R 55 58 106 8.1 A
Subtotal 677 674 100 13.4 B
Total 2,032 2,010 99 13.2 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 239 232 97 9.2 A
T 202 196 97 10.8 B
R 10 12 117 9.6 A
Subtotal 451 440 98 9.9 A
L 10 9 88 6.8 A
T 253 258 102 9.0 A
R 100 104 104 6.5 A
Subtotal 363 371 102 8.2 A
L 35 34 97 6.7 A
T 64 63 98 8.1 A
R 145 150 103 7.0 A
Subtotal 244 247 101 7.2 A
L 45 44 97 6.3 A
T 151 150 99 9.8 A
R 15 17 111 6.2 A
Subtotal 211 211 100 8.8 A
Total 1,272 1,269 100 8.7 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 35 37 106 7.0 A
T 190 177 93 9.4 A
R 76 78 102 7.2 A
Subtotal 301 292 97 8.5 A
L 88 89 101 11.0 B
T 306 313 102 11.8 B
R 55 52 95 11.0 B
Subtotal 449 454 101 11.6 B
L 60 58 97 13.5 B
T 176 174 99 13.1 B
R 45 45 99 12.7 B
Subtotal 281 277 99 13.1 B
L 96 92 96 10.0 A
T 271 267 98 10.4 B
R 187 186 99 9.8 A
Subtotal 554 545 98 10.1 B
Total 1,585 1,568 99 10.8 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 110 110 100 4.5 A
T 186 179 96 6.4 A
R 27 27 101 4.1 A
Subtotal 323 316 98 5.5 A
L 5 5 100 10.6 B
T 231 235 102 12.0 B
R 175 172 98 10.5 B
Subtotal 411 412 100 11.4 B
L 65 66 102 8.9 A
T 370 372 101 6.6 A
R 60 59 99 9.2 A
Subtotal 495 497 100 7.2 A
L 57 56 99 7.9 A
T 224 215 96 7.8 A
R 10 10 98 8.4 A
Subtotal 291 281 97 7.8 A
Total 1,519 1,506 99 8.1 A
Intersection:Crowley Rd & 21st St
Type:Roundabout
Avg %Avg LOS
L 5 4 80 5.7 A
T 212 208 98 9.1 A
R 106 106 100 6.9 A
Subtotal 323 318 98 8.3 A
L 50 48 96 4.5 A
T 276 280 101 6.4 A
R 5 4 80 3.9 A
Subtotal 331 332 100 6.1 A
L 5 4 80 2.6 A
R 15 16 105 2.6 A
Subtotal 20 20 100 2.6 A
L 235 245 104 6.7 A
T 5 6 120 8.1 A
R 105 104 99 6.3 A
Subtotal 345 355 103 6.6 A
Total 1,020 1,025 101 6.9 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 70 64 91 7.9 A
T 132 125 95 10.6 B
R 10 12 117 4.9 A
Subtotal 212 201 95 9.4 A
L 10 10 98 10.2 B
T 81 81 100 13.3 B
R 427 441 103 12.5 B
Subtotal 518 532 103 12.6 B
L 146 150 103 10.1 B
T 158 150 95 5.5 A
R 40 38 95 5.5 A
Subtotal 344 338 98 7.5 A
L 5 4 80 6.1 A
T 115 115 100 10.0 A
R 25 25 101 5.2 A
Subtotal 145 144 99 9.1 A
Total 1,220 1,215 100 10.2 B
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 36 35 97 6.2 A
T 61 58 95 9.7 A
R 7 8 110 4.2 A
Subtotal 104 101 97 8.1 A
L 5 5 100 4.7 A
T 87 86 99 8.2 A
R 35 36 103 3.0 A
Subtotal 127 127 100 6.6 A
L 10 9 88 3.7 A
T 45 45 99 4.7 A
R 20 21 106 2.5 A
Subtotal 75 75 100 4.0 A
L 5 5 100 3.2 A
T 45 45 99 9.3 A
R 5 6 120 2.0 A
Subtotal 55 56 102 8.0 A
Total 361 359 99 6.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 162 157 97 8.2 A
T 34 29 85 8.3 A
Subtotal 196 186 95 8.2 A
L 7 7 97 8.9 AT15159813.2 B
R 95 97 102 7.5 A
Subtotal 117 119 102 8.3 A
L 60 60 100 3.1 A
T 60 57 95 2.8 A
R 74 73 99 1.5 A
Subtotal 194 190 98 2.4 A
T 133 130 98 1.5 A
R 10 11 107 0.8 A
Subtotal 143 141 99 1.4 A
Total 650 636 98 5.0 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 179 174 97 10.9 B
R 15 15 98 6.2 A
Subtotal 194 189 97 10.5 B
T 228 227 100 3.5 A
R 82 85 103 2.9 A
Subtotal 310 312 101 3.3 A
L 15 13 85 2.9 A
T 375 373 99 1.6 A
Subtotal 390 386 99 1.6 A
Total 895 887 99 4.2 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 29 28 97 4.2 A
T 127 126 99 1.4 A
Subtotal 156 154 99 1.9 A
T 247 253 102 0.8 A
R 40 43 108 0.2 A
Subtotal 287 296 103 0.7 A
L 15 14 92 5.4 A
R 49 53 108 2.7 A
Subtotal 64 67 105 3.3 A
Total 508 517 102 1.4 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 45 47 104 5.8 A
R 5 5 100 2.7 A
Subtotal 50 52 104 5.5 A
T 92 92 100 0.5 A
R 10 11 107 0.2 A
Subtotal 102 103 101 0.5 A
L 5 4 80 1.5 A
T 241 248 103 0.7 A
Subtotal 246 252 102 0.7 A
Total 398 407 102 1.3 A
Volume Served Delay/Veh (sec)
EB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 93 89 96 5.4 A
R 2 2 100 4.9 A
Subtotal 95 91 96 5.4 A
T 25 22 89 0.8 A
R 41 42 102 1.1 A
Subtotal 66 64 97 1.0 A
L 2 2 100 1.1 A
Subtotal 2 2 100 1.1 A
Total 163 157 96 3.6 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 84 83 98 0.6 A
R 17 18 104 0.5 A
Subtotal 101 101 100 0.6 A
L 44 47 106 1.4 A
T 53 52 98 0.3 A
Subtotal 97 99 102 0.8 AL34361065.2 A
R 94 93 99 3.8 A
Subtotal 128 129 101 4.2 A
Total 327 329 101 2.1 A
Volume Served Delay/Veh (sec)
NB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St/Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 5 6 120 1.1 A
T 63 62 99 0.5 A
R 2 3 150 0.0 A
Subtotal 70 71 101 0.5 A
L 8 8 97 1.5 A
T 54 54 100 1.0 A
R 30 30 100 0.5 A
Subtotal 92 92 100 0.9 A
L 25 25 101 8.1 A
T 105 102 97 8.1 A
R 5 6 120 5.8 A
Subtotal 135 133 99 8.0 A
L 5 6 120 7.1 A
T 241 234 97 7.6 A
R 15 15 98 5.7 A
Subtotal 261 255 98 7.5 A
Total 558 551 99 5.7 A
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 10 9 88 4.8 A
R 65 67 103 3.6 A
Subtotal 75 76 101 3.7 A
L 27 28 105 1.2 A
T 70 68 97 0.3 A
Subtotal 97 96 99 0.6 A
T 36 36 100 0.6 A
R 5 5 100 0.2 A
Subtotal 41 41 100 0.6 A
Total 213 213 100 1.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 1 0 0R2626101 2.9 A
Subtotal 27 26 96 2.9 A
L 12 11 90 1.1 A
T 13 14 106 0.4 A
Subtotal 25 25 100 0.7 A
T 16 16 103 0.2 A
R 1 2 200 0.1 A
Subtotal 17 18 106 0.2 A
Total 69 69 100 1.4 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 4 3 75 4.1 A
R 10 10 98 2.7 A
Subtotal 14 13 93 3.0 A
L 5 6 120 0.7 A
T 9 9 97 0.1 A
Subtotal 14 15 107 0.3 A
T 6 8 128 0.1 A
R 2 3 150 0.0 A
Subtotal 8 11 138 0.1 A
Total 37 39 106 1.2 A
Volume Served Delay/Veh (sec)
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd/SE Rd
Type:Unsignalized
Avg %Avg LOS
L 2 2 100 4.1 A
T 6 5 80 5.0 A
R 3 3 100 2.2 A
Subtotal 11 10 91 4.0 A
L 1 0 0T22100 5.3 A
R 2 3 150 2.6 A
Subtotal 5 5 100 3.7 A
L 2 2 100 1.3 A
T 9 10 108 0.1 A
R 2 2 100 0.1 A
Subtotal 13 14 108 0.3 A
L 6 5 80 1.8 A
T 15 14 92 0.5 A
R 2 2 100 0.5 A
Subtotal 23 21 91 0.8 A
Total 53 50 94 1.7 A
Intersection:SE Rd/Southeast Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 1 0 0
T 7 8 110 0.2 A
R 2 2 100 0.0 A
Subtotal 10 10 100 0.2 A
L 1 1 100 2.0 A
T 10 8 78 0.5 A
R 1 2 200 0.4 A
Subtotal 12 11 92 0.6 A
L 6 5 80 3.9 A
T 4 4 100 4.5 A
R 1 1 100 2.9 A
Subtotal 11 10 91 4.0 AL1212984.8 A
T 65 67 103 0.6 A
R 1 1 100 4.1 A
Subtotal 78 80 103 1.3 A
Total 112 111 99 1.4 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 30 30 100 4.9 AT18191075.2 A
R 2 3 150 3.1 A
Subtotal 50 52 104 4.9 A
L 3 3 100 4.8 A
T 18 16 91 0.9 A
R 3 4 133 3.0 A
Subtotal 24 23 96 1.8 A
L 1 0 0
T 50 50 101 0.4 A
R 5 4 80 0.3 A
Subtotal 56 54 96 0.4 A
L 4 4 100 2.3 A
T 64 63 98 1.0 A
R 5 4 80 1.2 A
Subtotal 73 71 97 1.1 A
Total 202 200 99 2.0 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
L 30 26 87 2.4 A
T 20 20 101 2.5 A
R 6 7 112 2.3 A
Subtotal 56 53 95 2.4 A
L 5 4 80 2.7 A
T 30 29 97 3.1 A
R 124 122 99 2.5 A
Subtotal 159 155 97 2.6 A
L 57 54 95 4.4 A
T 49 50 102 4.5 A
R 9 10 108 4.0 A
Subtotal 115 114 99 4.4 A
L 22 23 106 2.6 A
T 89 86 97 2.8 A
R 2 3 150 3.3 A
Subtotal 113 112 99 2.8 A
Total 442 434 98 3.1 A
Volume Served Delay/Veh (sec)
NW
SE
NE
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
T 70 70 100 0.4 A
R 8 7 85 0.6 A
Subtotal 78 77 99 0.4 A
L 15 15 98 2.1 A
T 115 111 96 0.4 A
Subtotal 130 126 97 0.6 A
L 15 15 98 5.5 A
R 32 32 100 3.7 A
Subtotal 47 47 100 4.3 A
Total 256 250 98 1.2 A
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 30 31 103 2.3 A
T 43 42 97 2.7 A
R 5 5 100 2.2 A
Subtotal 78 78 100 2.5 A
L 37 37 100 2.8 A
T 53 49 93 3.5 A
R 30 31 103 2.8 A
Subtotal 120 117 98 3.1 A
L 9 8 86 2.3 A
T 37 41 111 2.4 A
R 15 16 105 2.5 A
Subtotal 61 65 107 2.4 A
L 32 30 94 2.8 A
T 54 53 99 3.2 A
R 71 70 99 2.8 A
Subtotal 157 153 97 2.9 A
Total 416 413 99 2.8 A
Volume Served Delay/Veh (sec)
NB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2026) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 37 37 100 5.7 A
T 43 44 102 6.5 A
R 8 8 97 4.8 A
Subtotal 88 89 101 6.0 A
L 20 18 91 5.8 AT30301006.7 A
R 10 12 117 4.1 A
Subtotal 60 60 100 5.9 A
L 9 8 86 2.4 A
T 51 55 108 0.7 A
R 12 12 98 0.7 A
Subtotal 72 75 104 0.9 A
L 30 28 93 1.7 A
T 97 93 96 0.4 A
R 14 12 84 0.2 A
Subtotal 141 133 94 0.7 A
Total 362 357 99 3.0 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 175 162 92 35.7 D
T 855 850 99 21.2 C
R 155 153 99 19.2 B
Subtotal 1,185 1,165 98 23.0 C
L 89 94 105 28.1 C
T 695 689 99 19.0 B
R 75 77 103 6.2 A
Subtotal 859 860 100 18.8 B
L 70 64 91 27.0 C
T 806 796 99 23.9 C
R 320 332 104 15.8 B
Subtotal 1,196 1,192 100 21.8 C
L 75 69 92 36.0 D
T 544 538 99 13.0 B
R 38 39 103 8.8 A
Subtotal 657 646 98 15.2 B
Total 3,897 3,863 99 20.4 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 190 191 101 39.9 D
T 1,015 999 98 39.6 D
R 253 257 102 33.8 C
Subtotal 1,458 1,447 99 38.6 D
L 74 70 95 83.1 F
T 980 986 101 20.8 C
R 55 58 106 13.3 B
Subtotal 1,109 1,114 100 24.3 C
L 80 82 102 49.5 D
T 495 516 104 49.6 D
R 180 181 100 10.2 B
Subtotal 755 779 103 40.4 D
L 150 143 95 51.1 D
T 435 421 97 32.1 C
R 90 84 93 26.2 C
Subtotal 675 648 96 35.5 D
Total 3,996 3,988 100 34.6 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 275 277 101 67.7 E
T 790 796 101 55.0 D
R 370 358 97 29.6 C
Subtotal 1,435 1,431 100 51.1 D
L 240 237 99 88.5 F
T 659 644 98 64.5 E
R 220 223 101 19.3 B
Subtotal 1,119 1,104 99 60.5 E
L 350 347 99 68.4 E
T 794 787 99 52.7 D
R 270 270 100 19.7 B
Subtotal 1,414 1,404 99 50.2 D
L 316 302 95 88.5 F
T 564 567 101 60.6 E
R 190 185 97 55.7 E
Subtotal 1,070 1,054 99 67.7 E
Total 5,038 4,993 99 56.6 E
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 230 220 96 58.7 E
T 423 421 100 38.3 D
R 189 193 102 15.8 B
Subtotal 842 834 99 38.5 D
L 309 299 97 57.9 E
T 657 632 96 26.6 C
R 275 270 98 19.6 B
Subtotal 1,241 1,201 97 32.8 C
L 410 408 100 53.2 D
T 939 944 101 34.9 C
R 265 268 101 16.1 B
Subtotal 1,614 1,620 100 36.4 D
L 109 102 94 88.5 F
T 635 596 94 37.8 D
R 218 209 96 16.5 B
Subtotal 962 907 94 38.6 D
Total 4,658 4,562 98 36.3 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 90 97 107 23.4 C
T 557 546 98 17.1 C
R 170 172 101 7.0 A
Subtotal 817 815 100 15.7 C
L 19 22 114 9.6 A
T 518 519 100 8.8 A
R 250 245 98 5.5 A
Subtotal 787 786 100 7.8 A
L 175 165 94 112.1 F
T 684 646 95 90.5 F
R 260 255 98 74.5 F
Subtotal 1,119 1,066 95 90.0 F
L 80 73 91 9.1 A
T 315 304 96 7.8 A
R 58 59 102 3.7 A
Subtotal 453 436 96 7.5 A
Total 3,177 3,103 98 39.3 E
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 85 78 91 53.2 D
T 514 519 101 35.1 D
R 115 115 100 25.0 C
Subtotal 714 712 100 35.5 D
L 138 128 93 53.2 D
T 616 618 100 33.5 C
R 110 109 99 21.4 C
Subtotal 864 855 99 34.9 C
L 175 173 99 62.5 E
T 569 571 100 59.7 E
R 110 109 99 46.5 D
Subtotal 854 853 100 58.6 E
L 120 114 95 44.9 D
T 370 358 97 32.7 C
R 76 77 101 14.5 B
Subtotal 566 549 97 32.7 C
Total 2,998 2,969 99 41.5 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 60 58 97 35.2 D
T 494 500 101 31.9 C
R 50 50 101 15.7 B
Subtotal 604 608 101 30.9 C
L 360 359 100 72.6 E
T 485 479 99 41.5 D
R 175 176 100 35.3 D
Subtotal 1,020 1,014 99 51.4 D
L 135 132 98 62.0 E
T 1,134 1,111 98 30.1 C
R 135 133 99 12.3 B
Subtotal 1,404 1,376 98 31.4 C
L 99 96 97 50.1 D
T 445 418 94 30.9 C
R 255 247 97 22.8 C
Subtotal 799 761 95 30.7 C
Total 3,827 3,759 98 36.6 D
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 120 110 92 19.5 B
T 158 166 105 15.4 B
R 25 25 99 5.0 A
Subtotal 303 301 99 16.0 B
L 95 91 96 23.0 C
T 394 390 99 10.6 B
R 230 223 97 11.4 B
Subtotal 719 704 98 12.5 B
L 365 369 101 54.9 D
T 969 959 99 30.5 C
R 150 148 99 16.0 B
Subtotal 1,484 1,476 99 35.1 D
L 18 15 82 33.8 C
T 423 391 92 17.2 B
R 80 70 88 9.1 A
Subtotal 521 476 91 16.5 B
Total 3,027 2,957 98 24.9 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 173 158 91 12.3 B
T 458 421 92 11.7 B
R 90 81 90 12.5 B
Subtotal 721 660 92 11.9 B
L 10 10 100 5.8 A
T 307 297 97 8.2 A
R 65 70 108 5.9 A
Subtotal 382 377 99 7.7 A
L 105 97 92 13.2 B
T 460 443 96 7.0 A
R 300 290 97 12.9 B
Subtotal 865 830 96 9.8 A
L 55 51 93 6.2 A
T 112 108 97 9.8 A
R 20 23 114 6.0 A
Subtotal 187 182 97 8.3 A
Total 2,157 2,049 95 10.0 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 55 56 102 27.7 D
T 462 415 90 27.4 D
R 128 122 95 28.0 D
Subtotal 645 593 92 27.6 D
L 202 194 96 13.9 B
T 404 394 97 12.3 B
R 60 57 95 12.0 B
Subtotal 666 645 97 12.8 B
L 125 120 96 25.5 D
T 615 604 98 14.2 B
R 65 71 109 25.1 D
Subtotal 805 795 99 16.9 C
L 71 67 94 10.0 A
T 156 146 93 12.2 B
R 157 154 98 10.2 B
Subtotal 384 367 96 11.0 B
Total 2,500 2,400 96 17.5 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 110 100 91 10.3 B
T 406 362 89 12.6 B
R 57 50 88 10.7 B
Subtotal 573 512 89 12.0 B
L 5 4 80 9.2 A
T 261 256 98 11.7 B
R 165 173 105 10.0 A
Subtotal 431 433 100 11.0 B
L 235 228 97 24.8 C
T 539 520 97 15.2 C
R 200 204 102 24.1 C
Subtotal 974 952 98 19.4 C
L 44 43 98 8.2 A
T 152 133 88 7.6 A
R 5 4 80 7.0 A
Subtotal 201 180 90 7.7 A
Total 2,178 2,077 95 14.9 B
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 15 14 92 8.3 A
T 422 394 93 8.7 A
R 279 253 91 5.9 A
Subtotal 716 661 92 7.6 A
L 175 173 99 10.0 A
T 300 298 99 7.4 A
R 10 10 100 4.8 A
Subtotal 485 481 99 8.3 A
L 10 11 110 32.3 D
T 5 6 120 46.0 E
R 10 9 90 9.8 A
Subtotal 25 26 104 27.7 DL17213478502.4 F
T 5 4 80 477.0 F
R 140 105 75 473.2 F
Subtotal 317 243 77 489.4 F
Total 1,543 1,411 91 112.5 F
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 45 43 96 9.9 A
T 158 158 100 13.2 B
R 20 23 114 7.3 A
Subtotal 223 224 100 12.0 B
L 35 36 102 16.4 C
T 171 163 95 16.2 C
R 275 239 87 13.5 B
Subtotal 481 438 91 14.7 B
L 523 462 88 180.7 F
T 250 239 96 117.8 F
R 60 55 92 168.3 F
Subtotal 833 756 91 159.9 F
L 25 24 95 8.5 A
T 100 94 94 12.2 B
R 30 36 119 6.4 A
Subtotal 155 154 99 10.3 B
Total 1,694 1,572 93 87.7 F
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 27 26 95 7.1 A
T 87 86 99 9.7 A
R 11 15 136 5.1 A
Subtotal 125 127 102 8.6 A
L 10 11 110 4.4 A
T 68 70 103 8.3 A
R 25 27 107 3.0 A
Subtotal 103 108 105 6.6 A
L 40 36 91 6.3 A
T 171 157 92 5.7 A
R 52 51 99 4.6 A
Subtotal 263 244 93 5.6 A
L 7 5 71 5.6 A
T 50 46 92 9.4 A
R 10 11 110 4.0 A
Subtotal 67 62 93 8.1 A
Total 558 541 97 6.8 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 120 114 95 9.8 A
T 25 27 107 10.1 B
Subtotal 145 141 97 9.9 A
L 25 23 91 9.9 AT424410615.1 C
R 60 56 93 8.1 A
Subtotal 127 123 97 10.9 B
L 90 90 100 4.5 A
T 172 169 98 4.7 A
R 174 176 101 2.6 A
Subtotal 436 435 100 3.8 A
T 112 110 98 1.3 A
R 9 10 111 0.7 A
Subtotal 121 120 99 1.3 A
Total 829 819 99 5.6 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 112 102 91 13.4 B
R 30 34 112 7.8 A
Subtotal 142 136 96 12.0 B
T 418 411 98 7.1 A
R 161 147 91 5.3 A
Subtotal 579 558 96 6.6 A
L 20 20 99 4.8 A
T 272 262 96 1.5 A
Subtotal 292 282 97 1.7 A
Total 1,014 976 96 6.0 A
Volume Served Delay/Veh (sec)
NB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 59 58 99 5.1 A
T 400 374 93 2.8 A
Subtotal 459 432 94 3.1 A
T 210 219 104 0.6 A
R 25 29 115 0.3 A
Subtotal 235 248 106 0.6 A
L 30 30 99 7.1 A
T 1 2 200 0.0 A
R 38 35 93 2.6 A
Subtotal 69 67 97 4.5 A
Total 764 747 98 2.4 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 30 34 112 6.7 A
R 10 10 100 4.2 A
Subtotal 40 44 110 6.1 A
T 272 256 94 1.0 A
R 40 36 91 0.3 A
Subtotal 312 292 94 0.9 A
L 5 6 120 2.6 A
T 204 212 104 0.6 A
Subtotal 209 218 104 0.7 A
Total 560 554 99 1.2 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 66 65 98 5.4 A
R 3 4 133 3.4 A
Subtotal 69 69 100 5.3 A
T 100 105 105 1.4 A
R 95 87 91 1.6 A
Subtotal 195 192 98 1.5 A
L 5 5 100 1.3 A
Subtotal 5 5 100 1.3 A
Total 270 266 99 2.5 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 82 80 98 0.5 A
R 39 40 103 0.6 A
Subtotal 121 120 99 0.5 A
L 99 92 93 1.8 A
T 82 75 91 0.5 A
Subtotal 181 167 92 1.2 AL2525994.9 A
R 71 69 97 3.3 A
Subtotal 96 94 98 3.7 A
Total 398 381 96 1.6 A
Volume Served Delay/Veh (sec)
NB
SB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St/Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 5 4 80 0.9 A
T 75 77 103 0.5 A
R 5 5 100 0.3 A
Subtotal 85 86 101 0.5 A
L 17 15 87 1.6 A
T 60 60 100 0.9 A
R 20 19 94 0.4 A
Subtotal 97 94 97 0.9 A
L 35 32 91 10.4 B
T 252 244 97 9.6 A
R 5 3 60 9.2 A
Subtotal 292 279 96 9.7 A
L 3 2 67 7.2 A
T 175 162 92 7.3 A
R 11 10 91 4.7 A
Subtotal 189 174 92 7.1 A
Total 664 633 95 6.5 A
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 8 6 75 4.5 A
T 7 10 138 0.1 A
R 46 45 98 3.2 A
Subtotal 61 61 100 2.8 A
L 64 60 94 1.6 A
T 216 205 95 0.7 A
Subtotal 280 265 95 0.9 A
T 23 22 95 0.5 A
R 12 13 106 0.2 A
Subtotal 35 35 100 0.4 A
Total 376 361 96 1.2 A
Volume Served Delay/Veh (sec)
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 1 1 100 3.5 A
R 15 15 98 2.7 A
Subtotal 16 16 100 2.8 A
L 26 28 107 1.2 A
T 18 16 88 0.6 A
Subtotal 44 44 100 1.0 A
T 20 20 99 0.1 A
R 1 2 200 0.1 A
Subtotal 21 22 105 0.1 A
Total 82 82 100 1.1 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 2 1 50 6.3 A
R 8 8 100 2.9 A
Subtotal 10 9 90 3.3 A
L 10 7 70 1.1 A
T 9 10 108 0.2 A
Subtotal 19 17 89 0.6 A
T 13 14 106 0.2 A
R 4 5 125 0.0 A
Subtotal 17 19 112 0.1 A
Total 46 45 97 0.9 A
Volume Served Delay/Veh (sec)
SB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd/SE Rd
Type:Unsignalized
Avg %Avg LOS
L 2 2 100 3.5 A
T 8 7 88 4.7 A
R 5 5 100 2.7 A
Subtotal 15 14 93 3.8 A
L 1 0 0T5480 5.1 A
R 2 2 100 3.4 A
Subtotal 8 6 75 4.5 A
L 2 1 50 1.9 A
T 23 26 112 0.2 A
R 2 2 100 0.1 A
Subtotal 27 29 107 0.3 A
L 2 2 100 1.1 A
T 19 17 88 0.1 A
R 2 2 100 0.2 A
Subtotal 23 21 91 0.2 A
Total 74 70 95 1.3 A
Intersection:SE Rd/Southeast Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 1 0 0
T 15 16 105 0.1 A
R 10 12 120 0.2 A
Subtotal 26 28 108 0.1 A
L 1 1 100 2.0 A
T 32 26 83 0.9 A
R 1 1 100 1.1 A
Subtotal 34 28 82 0.9 A
L 5 3 60 3.5 A
T 6 6 100 1.3 A
R 1 1 100 3.0 A
Subtotal 12 10 83 2.1 AL331005.2 A
T 155 155 100 0.8 A
R 3 3 100 3.3 A
Subtotal 161 161 100 0.9 A
Total 233 227 97 0.9 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 15 13 85 4.6 AT32674.8 A
R 4 5 125 3.0 A
Subtotal 22 20 91 4.2 A
L 5 4 80 4.6 A
T 40 35 89 2.2 A
R 3 3 100 2.5 A
Subtotal 48 42 88 2.5 A
L 3 2 67 1.5 A
T 115 110 95 0.4 A
R 15 12 79 0.3 A
Subtotal 133 124 93 0.4 A
L 3 2 67 2.9 A
T 86 79 91 1.0 A
R 3 3 100 0.9 A
Subtotal 92 84 91 1.0 A
Total 296 270 91 1.2 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
L 25 25 99 2.5 A
T 46 44 96 3.0 A
R 22 23 103 2.9 A
Subtotal 93 92 99 2.8 A
L 4 3 75 2.2 A
T 19 19 99 2.7 A
R 87 82 94 2.5 A
Subtotal 110 104 95 2.5 A
L 117 111 95 4.7 A
T 120 112 93 4.7 A
R 37 39 106 5.0 A
Subtotal 274 262 96 4.7 A
L 5 4 80 2.1 A
T 65 56 86 2.8 A
R 5 4 80 2.8 A
Subtotal 75 64 85 2.8 A
Total 552 522 95 3.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SE
NE
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NW
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
T 151 149 99 0.6 A
R 15 11 72 0.5 A
Subtotal 166 160 96 0.6 A
L 32 32 99 2.1 A
T 98 91 93 0.6 A
Subtotal 130 123 95 1.0 A
L 8 6 75 5.0 A
R 30 28 93 3.4 A
Subtotal 38 34 89 3.7 A
Total 335 317 95 1.1 A
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 19 18 94 2.6 A
T 85 83 97 1.6 A
R 59 57 97 3.1 A
Subtotal 163 158 97 2.3 A
L 98 102 104 3.5 A
T 100 99 99 3.0 A
R 13 15 113 3.9 A
Subtotal 211 216 102 3.3 A
L 23 24 103 3.0 A
T 80 76 96 1.7 A
R 35 33 94 2.9 A
Subtotal 138 133 96 2.2 A
L 8 8 100 2.3 A
T 54 50 93 2.6 A
R 44 43 98 2.5 A
Subtotal 106 101 95 2.5 A
Total 618 608 98 2.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 13 11 83 5.6 A
T 42 44 104 4.7 A
R 39 35 90 4.0 A
Subtotal 94 90 96 4.5 AL18201105.7 A
T 72 64 89 4.0 A
R 10 7 70 3.6 A
Subtotal 100 91 91 4.3 A
L 13 12 91 2.7 A
T 143 143 100 1.3 A
R 39 36 93 1.5 A
Subtotal 195 191 98 1.4 A
L 8 9 112 2.4 A
T 50 50 101 0.3 A
R 19 22 114 0.1 A
Subtotal 77 81 105 0.5 A
Total 466 453 97 2.5 A
SB
EB
WB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 175 171 98 35.5 D
T 855 852 100 21.6 C
R 155 152 98 20.1 C
Subtotal 1,185 1,175 99 23.4 C
L 89 85 95 28.5 C
T 695 705 101 20.0 B
R 75 80 107 6.1 A
Subtotal 859 870 101 19.6 B
L 70 65 93 26.4 C
T 806 795 99 24.5 C
R 320 316 99 15.1 B
Subtotal 1,196 1,176 98 22.1 C
L 75 74 99 35.9 D
T 544 544 100 13.7 B
R 38 35 93 9.9 A
Subtotal 657 653 99 16.0 B
Total 3,897 3,874 99 20.9 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 190 190 100 37.4 D
T 1,015 1,012 100 37.0 D
R 253 254 100 30.6 C
Subtotal 1,458 1,456 100 35.9 D
L 74 71 96 83.2 F
T 980 991 101 20.3 C
R 55 53 97 12.8 B
Subtotal 1,109 1,115 101 23.9 C
L 80 80 100 45.5 D
T 495 491 99 45.4 D
R 180 185 102 10.6 B
Subtotal 755 756 100 36.9 D
L 150 142 95 49.1 D
T 435 424 97 31.8 C
R 90 89 99 26.0 C
Subtotal 675 655 97 34.8 C
Total 3,996 3,982 100 32.6 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 275 280 102 62.9 E
T 790 779 99 52.4 D
R 370 374 101 30.1 C
Subtotal 1,435 1,433 100 48.6 D
L 240 234 97 82.7 F
T 659 658 100 63.3 E
R 220 218 99 21.8 C
Subtotal 1,119 1,110 99 59.2 E
L 350 355 101 61.7 E
T 794 796 100 54.3 D
R 270 270 100 19.8 B
Subtotal 1,414 1,421 100 49.6 D
L 316 300 95 79.9 E
T 564 572 101 60.4 E
R 190 193 102 20.6 C
Subtotal 1,070 1,065 100 58.7 E
Total 5,038 5,029 100 53.4 D
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 230 234 102 54.9 D
T 423 419 99 38.6 D
R 189 188 100 16.9 B
Subtotal 842 841 100 38.3 D
L 309 306 99 56.8 E
T 657 641 98 27.5 C
R 275 268 98 20.3 C
Subtotal 1,241 1,215 98 33.3 C
L 410 405 99 53.3 D
T 939 951 101 33.2 C
R 265 262 99 16.1 B
Subtotal 1,614 1,618 100 35.5 D
L 109 109 100 83.0 F
T 635 632 100 37.7 D
R 218 225 103 15.8 B
Subtotal 962 966 100 37.7 D
Total 4,658 4,640 100 35.9 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 90 95 105 27.8 C
T 557 540 97 14.1 B
R 170 172 101 6.3 A
Subtotal 817 807 99 14.1 B
L 19 16 83 25.2 C
T 518 517 100 15.4 B
R 250 252 101 4.5 A
Subtotal 787 785 100 12.1 B
L 175 166 95 27.7 C
T 684 673 98 21.5 C
R 260 256 99 15.1 B
Subtotal 1,119 1,095 98 20.9 C
L 80 78 98 33.6 C
T 315 310 98 12.8 B
R 58 54 94 3.8 A
Subtotal 453 442 98 15.4 B
Total 3,177 3,129 98 16.2 B
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 85 84 99 55.8 E
T 514 511 99 40.6 D
R 115 116 101 27.9 C
Subtotal 714 711 100 40.3 D
L 138 131 95 53.8 D
T 616 603 98 35.1 D
R 110 110 100 23.0 C
Subtotal 864 844 98 36.4 D
L 175 173 99 57.9 E
T 569 559 98 51.4 D
R 110 105 96 37.6 D
Subtotal 854 837 98 51.0 D
L 120 114 95 45.9 D
T 370 359 97 32.6 C
R 76 75 99 15.0 B
Subtotal 566 548 97 33.0 C
Total 2,998 2,940 98 41.0 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 60 59 98 36.1 D
T 494 502 102 32.5 C
R 50 49 98 16.1 B
Subtotal 604 610 101 31.5 C
L 360 343 95 69.3 E
T 485 474 98 38.5 D
R 175 174 99 32.8 C
Subtotal 1,020 991 97 48.2 D
L 135 141 104 69.6 E
T 1,134 1,130 100 33.8 C
R 135 131 97 12.3 B
Subtotal 1,404 1,402 100 35.4 D
L 99 95 96 49.7 D
T 445 444 100 32.1 C
R 255 248 97 23.6 C
Subtotal 799 787 98 31.5 C
Total 3,827 3,790 99 37.4 D
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 120 120 100 21.0 C
T 158 160 101 14.9 B
R 25 26 103 4.4 A
Subtotal 303 306 101 16.4 B
L 95 92 97 23.1 C
T 394 384 98 11.3 B
R 230 223 97 11.5 B
Subtotal 719 699 97 12.9 B
L 365 371 102 62.2 E
T 969 960 99 33.1 C
R 150 153 102 16.2 B
Subtotal 1,484 1,484 100 38.6 D
L 18 15 82 27.2 C
T 423 431 102 19.2 B
R 80 80 100 12.0 B
Subtotal 521 526 101 18.3 B
Total 3,027 3,015 100 27.0 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 173 167 96 12.9 B
T 458 442 96 12.3 B
R 90 83 92 12.8 B
Subtotal 721 692 96 12.5 B
L 10 10 100 6.6 A
T 307 307 100 8.6 A
R 65 66 102 6.5 A
Subtotal 382 383 100 8.2 A
L 105 101 96 21.5 C
T 460 446 97 11.1 B
R 300 310 103 20.3 C
Subtotal 865 857 99 15.7 C
L 55 54 99 6.7 A
T 112 113 101 10.1 B
R 20 21 104 6.0 A
Subtotal 187 188 101 8.7 A
Total 2,157 2,120 98 12.7 B
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 55 52 95 53.8 F
T 462 436 94 55.1 F
R 128 124 97 57.2 F
Subtotal 645 612 95 55.4 F
L 202 205 102 15.4 C
T 404 408 101 13.5 B
R 60 60 100 15.9 C
Subtotal 666 673 101 14.3 B
L 125 121 97 28.8 D
T 615 597 97 16.4 C
R 65 67 103 29.4 D
Subtotal 805 785 98 19.4 C
L 71 68 96 11.2 B
T 156 152 97 12.8 B
R 157 158 100 10.4 B
Subtotal 384 378 98 11.5 B
Total 2,500 2,448 98 26.0 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 110 102 93 11.2 B
T 406 391 96 13.2 B
R 57 58 102 11.2 B
Subtotal 573 551 96 12.6 B
L 5 5 100 10.8 B
T 261 261 100 12.1 B
R 165 167 101 10.9 B
Subtotal 431 433 100 11.6 B
L 235 227 96 28.8 D
T 539 526 98 17.1 C
R 200 202 101 27.8 D
Subtotal 974 955 98 22.1 C
L 44 42 96 8.2 A
T 152 150 99 8.8 A
R 5 6 120 7.6 A
Subtotal 201 198 99 8.6 A
Total 2,178 2,137 98 16.3 C
Intersection:Crowley Rd & 21st St
Type:Roundabout
Avg %Avg LOS
L 15 15 98 11.4 B
T 422 410 97 13.3 B
R 279 280 100 11.1 B
Subtotal 716 705 98 12.4 B
L 175 174 99 6.1 A
T 300 301 101 8.1 A
R 10 10 100 5.5 A
Subtotal 485 485 100 7.3 A
L 10 9 90 3.4 A
T 5 5 100 4.0 A
R 10 11 110 3.2 A
Subtotal 25 25 100 3.4 A
L 172 173 100 6.8 A
T 5 5 100 8.6 A
R 140 132 94 6.5 A
Subtotal 317 310 98 6.7 A
Total 1,543 1,525 99 9.5 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 45 45 101 12.1 B
T 158 162 102 15.4 C
R 20 22 109 9.7 A
Subtotal 223 229 103 14.2 B
L 35 31 88 13.6 B
T 171 174 102 13.5 B
R 275 276 100 10.4 B
Subtotal 481 481 100 11.7 B
L 523 508 97 66.8 F
T 250 245 98 25.4 D
R 60 60 100 38.1 E
Subtotal 833 813 98 52.2 F
L 25 24 95 7.0 A
T 100 102 102 13.5 B
R 30 33 109 8.8 A
Subtotal 155 159 103 11.5 B
Total 1,694 1,682 99 32.0 D
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 27 27 99 6.7 A
T 87 88 101 9.9 A
R 11 10 91 4.4 A
Subtotal 125 125 100 8.8 A
L 10 11 110 4.7 A
T 68 69 101 8.2 A
R 25 26 103 2.7 A
Subtotal 103 106 103 6.5 A
L 40 39 98 5.7 A
T 171 161 94 6.2 A
R 52 49 95 4.8 A
Subtotal 263 249 95 5.8 A
L 7 6 86 4.3 A
T 50 51 103 9.5 A
R 10 11 110 2.7 A
Subtotal 67 68 101 7.9 A
Total 558 548 98 6.9 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 120 120 100 9.5 A
T 25 26 103 9.5 A
Subtotal 145 146 101 9.5 A
L 25 24 95 11.1 B
T 42 40 96 13.4 B
R 60 62 103 7.4 A
Subtotal 127 126 99 10.0 A
L 90 89 99 4.2 A
T 172 175 102 4.7 A
R 174 168 96 2.6 A
Subtotal 436 432 99 3.8 A
T 112 106 95 1.3 A
R 9 9 100 0.5 A
Subtotal 121 115 95 1.2 A
Total 829 819 99 5.4 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 112 108 97 12.9 B
R 30 34 112 8.7 A
Subtotal 142 142 100 11.9 B
T 418 412 98 7.3 A
R 161 160 99 5.7 A
Subtotal 579 572 99 6.9 A
L 20 19 94 4.5 A
T 272 270 99 1.4 A
Subtotal 292 289 99 1.6 A
Total 1,014 1,003 99 6.1 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 59 58 99 5.1 A
T 400 401 100 3.0 A
Subtotal 459 459 100 3.3 A
T 210 204 97 0.5 A
R 25 26 103 0.2 A
Subtotal 235 230 98 0.5 A
L 30 31 102 7.2 A
T 1 0 0
R 38 36 95 2.6 A
Subtotal 69 67 97 4.7 A
Total 764 756 99 2.6 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 30 31 102 6.6 A
R 10 11 110 4.2 A
Subtotal 40 42 105 6.0 A
T 272 271 100 1.0 A
R 40 41 103 0.3 A
Subtotal 312 312 100 0.9 A
L 5 4 80 2.1 A
T 204 198 97 0.5 A
Subtotal 209 202 97 0.5 A
Total 560 556 99 1.1 A
Volume Served Delay/Veh (sec)
EB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 66 66 100 5.2 A
R 3 4 133 3.6 A
Subtotal 69 70 101 5.1 A
T 100 103 103 1.2 A
R 95 94 99 1.7 A
Subtotal 195 197 101 1.4 A
L 5 4 80 1.0 A
Subtotal 5 4 80 1.0 A
Total 270 271 101 2.4 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 82 81 99 0.5 A
R 39 40 103 0.8 A
Subtotal 121 121 100 0.6 A
L 99 96 97 1.9 A
T 82 83 101 0.6 A
Subtotal 181 179 99 1.3 A
L 25 25 99 5.2 A
R 71 72 101 3.5 A
Subtotal 96 97 101 3.9 A
Total 398 397 100 1.7 A
Volume Served Delay/Veh (sec)
NB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St/Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 5 5 100 1.2 A
T 75 75 100 0.7 A
R 5 6 120 0.1 A
Subtotal 85 86 101 0.7 A
L 17 19 110 1.4 A
T 60 59 98 1.1 A
R 20 20 99 0.5 A
Subtotal 97 98 101 1.0 A
L 35 35 99 10.4 B
T 252 252 100 10.3 B
R 5 6 120 8.6 A
Subtotal 292 293 100 10.3 B
L 3 2 67 7.0 A
T 175 173 99 7.3 A
R 11 11 100 5.4 A
Subtotal 189 186 98 7.2 A
Total 664 663 100 6.8 A
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 8 8 100 4.3 A
T 7 9 124 0.4 A
R 46 45 98 3.5 A
Subtotal 61 62 102 3.2 A
L 64 62 97 2.0 A
T 216 217 101 0.7 A
Subtotal 280 279 100 1.0 A
T 23 22 95 0.4 A
R 12 13 106 0.2 A
Subtotal 35 35 100 0.3 A
Total 376 376 100 1.3 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 1 0 0
R 15 16 105 2.7 A
Subtotal 16 16 100 2.7 A
L 26 27 103 1.4 A
T 18 18 99 0.7 A
Subtotal 44 45 102 1.1 A
T 20 19 94 0.2 A
R 1 2 200 0.1 A
Subtotal 21 21 100 0.2 A
Total 82 82 100 1.2 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 2 2 100 3.7 A
R 8 8 100 3.3 A
Subtotal 10 10 100 3.4 A
L 10 9 90 0.9 A
T 9 9 97 0.2 A
Subtotal 19 18 95 0.6 A
T 13 13 98 0.1 A
R 4 5 125 0.0 A
Subtotal 17 18 106 0.1 A
Total 46 46 99 1.0 A
Volume Served Delay/Veh (sec)
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd/SE Rd
Type:Unsignalized
Avg %Avg LOS
L 2 2 100 3.7 A
T 8 9 112 4.5 A
R 5 5 100 2.7 A
Subtotal 15 16 107 3.8 A
L 1 0 0
T 5 4 80 4.4 A
R 2 2 100 3.2 A
Subtotal 8 6 75 4.0 A
L 2 1 50 2.0 A
T 23 25 108 0.2 A
R 2 2 100 0.2 A
Subtotal 27 28 104 0.3 A
L 2 2 100 1.4 A
T 19 21 109 0.1 A
R 2 2 100 0.4 A
Subtotal 23 25 109 0.2 A
Total 74 75 102 1.4 A
Intersection:SE Rd/Southeast Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 1 0 0
T 15 16 105 0.2 A
R 10 10 100 0.3 A
Subtotal 26 26 100 0.2 A
L 1 0 0
T 32 35 111 0.9 A
R 1 2 200 0.5 A
Subtotal 34 37 109 0.9 A
L 5 4 80 4.5 A
T 6 7 117 1.4 A
R 1 1 100 2.3 A
Subtotal 12 12 100 2.5 A
L 3 3 100 4.2 A
T 155 153 99 0.9 A
R 3 3 100 3.8 A
Subtotal 161 159 99 1.0 A
Total 233 234 100 1.0 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 15 14 92 5.1 A
T 3 3 100 5.2 A
R 4 4 100 2.9 A
Subtotal 22 21 95 4.7 A
L 5 4 80 4.8 A
T 40 40 101 2.5 A
R 3 3 100 3.6 A
Subtotal 48 47 98 2.8 A
L 3 2 67 2.1 A
T 115 113 98 0.4 A
R 15 17 111 0.3 A
Subtotal 133 132 99 0.4 A
L 3 3 100 3.1 A
T 86 84 97 1.1 A
R 3 3 100 1.0 A
Subtotal 92 90 98 1.2 A
Total 296 290 98 1.3 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
L 25 25 99 2.8 A
T 46 46 101 3.3 A
R 22 22 99 2.7 A
Subtotal 93 93 100 3.0 A
L 4 4 100 3.1 A
T 19 21 109 2.6 A
R 87 83 95 2.4 A
Subtotal 110 108 98 2.5 A
L 117 120 103 4.9 A
T 120 118 98 4.9 A
R 37 38 103 4.8 A
Subtotal 274 276 101 4.9 A
L 5 6 120 2.6 A
T 65 67 103 2.9 A
R 5 5 100 2.1 A
Subtotal 75 78 104 2.8 A
Total 552 555 100 3.8 A
Volume Served Delay/Veh (sec)
NW
SE
NE
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
T 151 154 102 0.7 A
R 15 17 111 0.7 A
Subtotal 166 171 103 0.7 A
L 32 30 93 2.4 A
T 98 97 99 0.6 A
Subtotal 130 127 98 1.0 A
L 8 6 75 5.8 A
R 30 32 106 3.3 A
Subtotal 38 38 100 3.7 A
Total 335 336 100 1.2 A
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 19 19 99 2.7 A
T 85 87 102 1.9 A
R 59 60 102 2.8 A
Subtotal 163 166 102 2.3 A
L 98 97 99 3.7 A
T 100 93 93 2.8 A
R 13 12 91 3.5 A
Subtotal 211 202 96 3.3 A
L 23 25 108 2.8 A
T 80 77 97 1.8 A
R 35 34 96 2.9 A
Subtotal 138 136 99 2.3 A
L 8 9 112 2.4 A
T 54 55 102 2.8 A
R 44 47 107 2.5 A
Subtotal 106 111 105 2.6 A
Total 618 615 100 2.7 A
Volume Served Delay/Veh (sec)
NB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2026) Plus Project - Mitigated
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 13 14 106 6.3 A
T 42 43 102 4.8 A
R 39 37 95 4.7 A
Subtotal 94 94 100 5.0 A
L 18 17 93 6.5 A
T 72 72 100 4.6 A
R 10 10 100 4.1 A
Subtotal 100 99 99 4.9 A
L 13 13 98 2.6 A
T 143 144 101 1.2 A
R 39 37 95 1.2 A
Subtotal 195 194 99 1.3 A
L 8 7 88 2.4 A
T 50 51 103 0.2 A
R 19 21 109 0.2 A
Subtotal 77 79 103 0.4 A
Total 466 466 100 2.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 185 182 99 30.3 C
T 395 402 102 15.8 B
R 45 44 98 8.6 A
Subtotal 625 628 100 19.5 B
L 30 31 103 19.5 B
T 660 647 98 18.9 B
R 100 100 100 8.1 A
Subtotal 790 778 98 17.5 B
L 65 65 100 30.2 C
T 265 263 99 16.9 B
R 195 198 101 9.0 A
Subtotal 525 526 100 15.6 B
L 80 76 95 24.8 C
T 812 818 101 19.7 B
R 60 62 104 9.5 A
Subtotal 952 956 100 19.4 B
Total 2,891 2,888 100 18.3 B
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 105 105 100 30.7 C
T 460 464 101 20.6 C
R 60 59 99 11.0 B
Subtotal 625 628 100 21.4 C
L 65 65 100 76.6 E
T 835 822 98 23.0 C
R 80 78 98 13.6 B
Subtotal 980 965 98 25.9 C
L 75 73 98 29.0 C
T 185 192 104 22.0 C
R 95 92 97 8.2 A
Subtotal 355 357 101 19.9 B
L 165 156 94 30.1 C
T 555 553 100 25.8 C
R 95 98 103 19.5 B
Subtotal 815 807 99 25.9 C
Total 2,775 2,757 99 24.1 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 95 88 93 87.6 F
T 355 360 101 30.2 C
R 120 122 102 9.3 A
Subtotal 570 570 100 34.6 C
L 165 160 97 67.7 E
T 760 744 98 29.1 C
R 170 164 97 15.6 B
Subtotal 1,095 1,068 98 32.8 C
L 105 102 97 80.3 F
T 345 355 103 24.3 C
R 110 113 103 9.1 A
Subtotal 560 570 102 31.3 C
L 195 204 104 57.9 E
T 630 618 98 27.7 C
R 160 160 100 23.4 C
Subtotal 985 982 100 33.3 C
Total 3,210 3,190 99 33.1 C
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 240 243 101 51.1 D
T 280 284 102 24.6 C
R 115 114 99 4.9 A
Subtotal 635 641 101 31.1 C
L 100 98 98 90.8 F
T 630 628 100 15.3 B
R 225 230 102 24.4 C
Subtotal 955 956 100 25.2 C
L 155 154 99 64.7 E
T 325 328 101 24.7 C
R 185 190 103 8.0 A
Subtotal 665 672 101 29.1 C
L 110 110 100 89.6 F
T 952 944 99 36.6 D
R 105 104 99 15.2 B
Subtotal 1,167 1,158 99 39.7 D
Total 3,422 3,427 100 32.1 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 185 185 100 8.9 A
T 341 334 98 7.3 A
R 60 59 99 3.0 A
Subtotal 586 578 99 7.4 A
L 25 24 97 10.7 B
T 420 407 97 10.4 B
R 275 279 101 5.3 A
Subtotal 720 710 99 8.4 A
L 115 113 98 11.5 B
T 151 151 100 11.6 B
R 85 86 101 7.5 A
Subtotal 351 350 100 10.6 B
L 100 95 95 11.3 B
T 480 484 101 8.7 A
R 60 62 104 4.7 A
Subtotal 640 641 100 8.7 A
Total 2,298 2,279 99 8.6 A
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 130 127 98 37.6 D
T 625 621 99 17.6 B
R 45 43 96 12.0 B
Subtotal 800 791 99 20.5 C
L 40 37 93 32.7 C
T 470 460 98 29.7 C
R 155 149 96 16.8 B
Subtotal 665 646 97 26.9 C
L 85 80 94 36.4 D
T 176 184 105 29.1 C
R 55 55 100 15.3 B
Subtotal 316 319 101 28.6 C
L 225 218 97 27.0 C
T 385 386 100 25.3 C
R 100 100 100 12.3 B
Subtotal 710 704 99 24.0 C
Total 2,492 2,460 99 24.2 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 115 110 95 28.1 C
T 370 367 99 28.4 C
R 80 80 100 7.3 A
Subtotal 565 557 99 25.3 C
L 135 130 96 33.9 C
T 562 548 98 16.0 B
R 60 60 100 16.5 B
Subtotal 757 738 97 19.2 B
L 125 128 102 37.6 D
T 471 474 101 16.7 B
R 35 34 96 6.6 A
Subtotal 631 636 101 20.4 C
L 60 60 100 27.0 C
T 470 480 102 21.8 C
R 305 297 97 17.8 B
Subtotal 835 837 100 20.8 C
Total 2,788 2,768 99 21.2 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 135 128 95 16.5 B
T 180 180 100 12.2 B
R 20 21 104 4.7 A
Subtotal 335 329 98 13.4 B
L 105 99 95 19.2 B
T 160 158 99 17.9 B
R 345 341 99 11.9 B
Subtotal 610 598 98 14.7 B
L 125 124 99 27.2 C
T 385 388 101 11.8 B
R 45 45 100 6.3 A
Subtotal 555 557 100 14.8 B
L 25 25 101 16.7 B
T 595 602 101 14.0 B
R 75 73 98 8.0 A
Subtotal 695 700 101 13.5 B
Total 2,194 2,184 100 14.2 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 145 145 100 7.7 A
T 179 175 98 9.8 A
R 20 21 104 7.3 A
Subtotal 344 341 99 8.8 A
L 15 15 100 6.6 A
T 255 255 100 9.0 A
R 125 127 102 6.9 A
Subtotal 395 397 101 8.2 A
L 40 37 93 5.8 A
T 80 83 104 8.0 A
R 110 107 97 6.0 A
Subtotal 230 227 99 6.7 A
L 70 70 100 8.2 A
T 205 206 100 11.4 B
R 20 23 114 8.0 A
Subtotal 295 299 101 10.4 B
Total 1,265 1,264 100 8.6 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 50 48 96 6.9 A
T 200 200 100 9.4 A
R 110 116 105 7.5 A
Subtotal 360 364 101 8.5 A
L 15 14 93 9.0 A
T 329 326 99 10.6 B
R 95 96 101 9.5 A
Subtotal 439 436 99 10.3 B
L 90 89 99 12.6 B
T 105 104 99 13.5 B
R 60 64 107 12.4 B
Subtotal 255 257 101 12.9 B
L 95 97 102 7.6 A
T 204 203 99 7.9 A
R 35 37 105 7.5 A
Subtotal 334 337 101 7.8 A
Total 1,388 1,394 100 9.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 235 228 97 5.5 A
T 190 195 103 7.5 A
R 10 9 92 5.5 A
Subtotal 435 432 99 6.4 A
L 10 10 103 11.8 B
T 210 210 100 13.9 B
R 265 266 100 11.7 B
Subtotal 485 486 100 12.7 B
L 105 102 97 10.1 B
T 305 300 98 5.1 A
R 140 145 104 9.8 A
Subtotal 550 547 99 7.3 A
L 10 9 92 4.7 A
T 51 53 104 6.4 A
R 10 11 113 4.2 A
Subtotal 71 73 103 5.9 A
Total 1,540 1,538 100 8.7 A
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 10 10 103 6.1 A
T 276 276 100 5.8 A
R 75 73 98 4.2 A
Subtotal 361 359 99 5.5 A
L 55 55 100 3.8 A
T 295 296 100 2.3 A
R 10 12 123 1.4 A
Subtotal 360 363 101 2.5 A
L 10 9 92 7.8 A
T 5 6 114 8.4 A
R 20 21 104 4.9 A
Subtotal 35 36 103 6.2 A
L 115 116 101 16.9 C
T 10 10 103 18.3 C
R 150 148 99 11.5 B
Subtotal 275 274 100 14.0 B
Total 1,030 1,032 100 6.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 100 105 105 12.5 B
T 190 191 101 15.2 C
R 15 14 93 8.8 A
Subtotal 305 310 102 14.0 B
L 15 15 100 18.6 C
T 120 117 97 16.2 C
R 295 300 102 16.5 C
Subtotal 430 432 100 16.5 C
L 80 77 96 13.0 B
T 230 231 100 8.9 A
R 55 53 96 10.3 B
Subtotal 365 361 99 10.0 A
L 10 8 82 14.0 B
T 220 218 99 14.1 B
R 50 51 101 9.8 A
Subtotal 280 277 99 13.3 B
Total 1,381 1,380 100 13.6 B
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 50 48 96 6.3 A
T 60 60 99 9.7 A
R 10 10 103 4.2 A
Subtotal 120 118 98 7.9 A
L 10 11 113 5.4 A
T 105 113 108 8.9 A
R 60 60 100 4.0 A
Subtotal 175 184 105 7.1 A
L 20 20 99 4.5 A
T 70 72 104 6.5 A
R 20 20 99 3.3 A
Subtotal 110 112 102 5.6 A
L 10 9 92 6.0 A
T 90 90 100 10.6 B
R 10 9 92 4.3 A
Subtotal 110 108 98 9.7 A
Total 514 522 102 7.5 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 10 12 123 9.8 A
R 175 181 103 6.5 A
Subtotal 185 193 104 6.7 A
L 90 87 97 2.3 A
T 46 48 104 1.8 A
Subtotal 136 135 99 2.1 A
T 80 78 98 1.8 A
R 10 10 103 0.7 A
Subtotal 90 88 98 1.7 A
Total 410 416 101 4.2 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 105 104 99 7.8 A
R 25 26 105 4.5 A
Subtotal 130 130 100 7.1 A
T 160 164 102 2.4 A
R 60 61 102 2.1 A
Subtotal 220 225 102 2.3 A
L 25 25 101 2.3 A
T 230 234 102 1.2 A
Subtotal 255 259 102 1.3 A
Total 605 614 102 2.9 A
Volume Served Delay/Veh (sec)
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 15 14 93 3.4 A
T 120 120 100 1.1 A
Subtotal 135 134 99 1.3 A
T 211 210 100 0.7 A
R 50 51 101 0.3 A
Subtotal 261 261 100 0.6 A
L 25 23 93 4.7 A
T 1 1 100 0.4 A
R 15 16 107 2.2 A
Subtotal 41 40 98 3.6 A
Total 437 435 99 1.1 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 50 50 100 5.7 A
R 10 12 123 3.2 A
Subtotal 60 62 103 5.2 A
T 90 86 96 0.5 A
R 15 17 113 0.2 A
Subtotal 105 103 98 0.5 A
L 10 11 113 1.4 A
T 210 210 100 0.7 A
Subtotal 220 221 100 0.7 A
Total 385 386 100 1.4 A
Volume Served Delay/Veh (sec)
EB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St
Type:Unsignalized
Avg %Avg LOS
L 10 8 82 1.3 A
T 56 56 101 0.3 A
Subtotal 66 64 97 0.4 A
T 36 34 96 2.0 A
R 60 63 105 1.3 A
Subtotal 96 97 101 1.5 A
L 45 43 96 3.9 A
T 0 0 0
R 5 6 114 2.4 A
Subtotal 50 49 98 3.7 A
Total 211 210 100 1.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
Approach Movement Demand
Volume
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 185 188 102 28.0 C
T 395 389 98 12.0 B
R 45 46 102 7.5 A
Subtotal 625 623 100 16.5 B
L 30 29 97 18.2 B
T 660 652 99 18.0 B
R 100 105 105 9.5 A
Subtotal 790 786 99 16.9 B
L 65 62 95 68.4 E
T 265 273 103 46.0 D
R 195 201 103 11.3 B
Subtotal 525 536 102 35.6 D
L 80 81 101 53.9 D
T 812 810 100 48.0 D
R 60 59 99 20.6 C
Subtotal 952 950 100 46.8 D
Total 2,891 2,895 100 30.3 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 105 99 95 28.8 C
T 460 460 100 18.7 B
R 60 63 105 8.7 A
Subtotal 625 622 100 19.3 B
L 65 63 97 124.3 F
T 835 837 100 21.1 C
R 80 79 99 12.8 B
Subtotal 980 979 100 27.1 C
L 75 70 94 63.8 E
T 185 176 95 49.1 D
R 95 99 104 11.1 B
Subtotal 355 345 97 41.2 D
L 165 164 99 64.1 E
T 555 552 99 59.1 E
R 95 100 105 49.8 D
Subtotal 815 816 100 59.0 E
Total 2,775 2,762 100 36.5 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 95 97 102 93.7 F
T 355 349 98 18.2 B
R 120 114 95 8.3 A
Subtotal 570 560 98 29.3 C
L 165 168 102 76.1 E
T 760 759 100 31.9 C
R 170 170 100 19.0 B
Subtotal 1,095 1,097 100 36.7 D
L 105 107 102 90.2 F
T 345 349 101 51.8 D
R 110 109 99 9.8 A
Subtotal 560 565 101 51.0 D
L 195 186 95 83.0 F
T 630 624 99 58.0 E
R 160 164 102 13.6 B
Subtotal 985 974 99 55.3 E
Total 3,210 3,196 100 43.6 D
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 240 240 100 71.9 E
T 280 276 99 25.3 C
R 115 117 102 5.0 A
Subtotal 635 633 100 39.2 D
L 100 100 100 106.5 F
T 630 621 99 14.3 B
R 225 225 100 22.5 C
Subtotal 955 946 99 26.0 C
L 155 156 101 80.9 F
T 325 325 100 37.7 D
R 185 183 99 8.7 A
Subtotal 665 664 100 39.9 D
L 110 113 103 101.6 F
T 952 949 100 54.7 D
R 105 99 95 21.5 C
Subtotal 1,167 1,161 99 56.4 E
Total 3,422 3,404 99 41.9 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 185 185 100 23.6 C
T 341 342 100 14.6 B
R 60 57 95 7.9 A
Subtotal 586 584 100 16.8 B
L 25 23 93 16.0 B
T 420 415 99 14.3 B
R 275 276 100 6.1 A
Subtotal 720 714 99 11.2 B
L 115 111 96 25.1 C
T 151 156 103 18.4 B
R 85 93 109 10.7 B
Subtotal 351 360 103 18.5 B
L 100 100 100 15.1 B
T 480 483 101 15.7 B
R 60 58 97 3.2 A
Subtotal 640 641 100 14.5 B
Total 2,298 2,299 100 14.7 B
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 130 126 97 25.8 C
T 625 630 101 11.9 B
R 45 45 100 8.5 A
Subtotal 800 801 100 13.9 B
L 40 34 86 24.4 C
T 470 479 102 20.4 C
R 155 150 97 10.0 A
Subtotal 665 663 100 18.3 B
L 85 83 97 26.0 C
T 176 173 99 22.9 C
R 55 55 100 8.3 A
Subtotal 316 311 98 21.1 C
L 225 228 101 22.5 C
T 385 397 103 19.1 B
R 100 95 95 9.1 A
Subtotal 710 720 101 18.9 B
Total 2,492 2,495 100 17.4 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 115 112 97 27.2 C
T 370 382 103 24.6 C
R 80 81 101 6.1 A
Subtotal 565 575 102 22.5 C
L 135 139 103 62.2 E
T 562 559 100 13.1 B
R 60 66 110 10.0 A
Subtotal 757 764 101 21.8 C
L 125 124 99 28.5 C
T 471 471 100 14.8 B
R 35 36 102 10.5 B
Subtotal 631 631 100 17.2 B
L 60 56 94 21.1 C
T 470 463 99 20.0 B
R 305 297 97 16.1 B
Subtotal 835 816 98 18.7 B
Total 2,788 2,786 100 20.0 B
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 135 128 95 17.9 B
T 180 180 100 13.9 B
R 20 24 119 5.4 A
Subtotal 335 332 99 14.8 B
L 105 100 95 21.5 C
T 160 164 102 18.9 B
R 345 343 99 13.3 B
Subtotal 610 607 100 16.2 B
L 125 128 102 26.0 C
T 385 383 99 10.8 B
R 45 47 104 8.5 A
Subtotal 555 558 101 14.1 B
L 25 24 97 15.9 B
T 595 596 100 15.3 B
R 75 76 102 9.6 A
Subtotal 695 696 100 14.7 B
Total 2,194 2,193 100 14.9 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 145 142 98 7.4 A
T 179 173 97 9.5 A
R 20 19 94 8.4 A
Subtotal 344 334 97 8.5 A
L 15 15 100 6.6 A
T 255 250 98 9.0 A
R 125 131 105 6.9 A
Subtotal 395 396 100 8.2 A
L 40 39 98 7.9 A
T 80 75 94 8.7 A
R 110 113 103 7.2 A
Subtotal 230 227 99 7.8 A
L 70 70 100 7.8 A
T 205 202 99 11.2 B
R 20 22 109 7.3 A
Subtotal 295 294 100 10.1 A
Total 1,265 1,251 99 8.6 A
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 50 50 100 6.8 A
T 200 192 96 9.3 A
R 110 108 98 7.2 A
Subtotal 360 350 97 8.3 A
L 15 14 93 8.8 A
T 329 329 100 10.6 B
R 95 96 101 9.7 A
Subtotal 439 439 100 10.3 B
L 90 90 100 11.9 B
T 105 104 99 13.2 B
R 60 54 90 11.8 B
Subtotal 255 248 97 12.4 B
L 95 96 101 7.7 A
T 204 202 99 7.9 A
R 35 36 102 7.0 A
Subtotal 334 334 100 7.7 A
Total 1,388 1,371 99 9.5 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 235 235 100 5.2 A
T 190 188 99 7.2 A
R 10 10 103 5.4 A
Subtotal 435 433 100 6.1 A
L 10 9 92 12.0 B
T 210 214 102 13.3 B
R 265 257 97 11.2 B
Subtotal 485 480 99 12.2 B
L 105 102 97 7.1 A
T 305 308 101 3.9 A
R 140 138 99 7.4 A
Subtotal 550 548 100 5.4 A
L 10 8 82 3.6 A
T 51 46 90 6.0 A
R 10 9 92 3.8 A
Subtotal 71 63 89 5.4 A
Total 1,540 1,524 99 7.7 A
Intersection:Crowley Rd & 21st St
Type:Roundabout
Avg %Avg LOS
L 10 9 92 7.0 A
T 276 273 99 9.7 A
R 75 76 102 7.1 A
Subtotal 361 358 99 9.1 A
L 55 53 96 4.3 A
T 295 296 100 6.6 A
R 10 10 103 4.8 A
Subtotal 360 359 100 6.2 A
L 10 9 92 2.6 A
T 5 5 95 2.9 A
R 20 22 109 2.7 A
Subtotal 35 36 103 2.7 A
L 115 112 97 5.9 A
T 10 10 103 9.1 A
R 150 153 102 5.7 A
Subtotal 275 275 100 5.9 A
Total 1,030 1,028 100 7.0 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 100 99 99 17.3 B
T 190 189 99 11.3 B
R 15 17 113 6.1 A
Subtotal 305 305 100 13.0 B
L 15 14 93 14.1 B
T 120 123 102 9.5 A
R 295 290 98 8.5 A
Subtotal 430 427 99 9.0 A
L 80 82 102 16.3 B
T 230 230 100 6.5 A
R 55 52 94 6.2 A
Subtotal 365 364 100 8.7 A
L 10 10 103 13.9 B
T 220 231 105 12.3 B
R 50 51 101 7.3 A
Subtotal 280 292 104 11.5 B
Total 1,381 1,388 101 10.3 B
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 50 48 96 6.0 A
T 60 60 99 9.2 A
R 10 10 103 4.5 A
Subtotal 120 118 98 7.5 A
L 10 10 103 5.6 A
T 105 109 104 9.0 A
R 60 59 99 4.0 A
Subtotal 175 178 102 7.2 A
L 20 18 89 4.5 A
T 70 64 92 6.9 A
R 20 19 94 3.4 A
Subtotal 110 101 92 5.8 A
L 10 8 82 4.5 A
T 90 89 99 10.5 B
R 10 10 103 4.3 A
Subtotal 110 107 97 9.5 A
Total 514 504 98 7.5 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 10 10 103 9.0 A
R 175 176 101 6.7 A
Subtotal 185 186 101 6.8 A
L 90 86 96 2.1 A
T 46 46 100 1.8 A
Subtotal 136 132 97 2.0 A
T 80 82 102 2.0 A
R 10 12 123 1.2 A
Subtotal 90 94 104 1.9 A
Total 410 412 100 4.2 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 105 101 96 7.3 A
R 25 25 101 4.0 A
Subtotal 130 126 97 6.6 A
T 160 159 99 2.2 A
R 60 57 95 2.2 A
Subtotal 220 216 98 2.2 A
L 25 23 93 2.4 A
T 230 235 102 1.3 A
Subtotal 255 258 101 1.4 A
Total 605 600 99 2.8 A
Volume Served Delay/Veh (sec)
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 15 15 100 3.5 A
T 120 120 100 1.0 A
Subtotal 135 135 100 1.3 A
T 211 210 100 0.7 A
R 50 49 98 0.3 A
Subtotal 261 259 99 0.6 A
L 25 25 101 4.5 A
T 1 1 100 0.1 A
R 15 16 107 2.1 A
Subtotal 41 42 102 3.5 A
Total 437 436 100 1.1 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 50 45 90 5.7 A
R 10 11 113 3.2 A
Subtotal 60 56 93 5.2 A
T 90 87 97 0.5 A
R 15 16 107 0.2 A
Subtotal 105 103 98 0.5 A
L 10 10 103 1.3 A
T 210 214 102 0.7 A
Subtotal 220 224 102 0.7 A
Total 385 383 99 1.3 A
Volume Served Delay/Veh (sec)
EB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St
Type:Unsignalized
Avg %Avg LOS
L 10 8 82 1.2 A
T 56 55 99 0.3 A
Subtotal 66 63 95 0.4 A
T 36 34 96 2.0 A
R 60 54 90 1.2 A
Subtotal 96 88 92 1.5 A
L 45 42 93 3.8 A
T 0 0 0
R 5 6 114 2.0 A
Subtotal 50 48 96 3.6 A
Total 211 199 94 1.7 A
Volume Served Delay/Veh (sec)
NB
SB
EB
Approach Movement Demand
Volume
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 200 204 102 47.0 D
T 1,005 994 99 30.7 C
R 165 166 100 26.2 C
Subtotal 1,370 1,364 100 32.6 C
L 155 160 103 39.7 D
T 745 735 99 27.2 C
R 100 100 100 7.4 A
Subtotal 1,000 995 100 27.2 C
L 90 88 98 31.7 C
T 875 876 100 32.9 C
R 375 368 98 21.3 C
Subtotal 1,340 1,332 99 29.6 C
L 80 83 104 47.8 D
T 525 532 101 17.6 B
R 40 41 103 11.4 B
Subtotal 645 656 102 21.0 C
Total 4,356 4,347 100 28.7 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 215 220 102 46.5 D
T 1,175 1,180 100 44.2 D
R 230 230 100 39.1 D
Subtotal 1,620 1,630 101 43.8 D
L 40 41 103 122.1 F
T 1,108 1,084 98 25.3 C
R 75 78 104 16.7 B
Subtotal 1,223 1,203 98 28.0 C
L 115 112 98 77.6 E
T 560 548 98 76.1 E
R 205 218 106 12.8 B
Subtotal 880 878 100 60.6 E
L 130 128 99 55.3 E
T 500 490 98 34.3 C
R 80 80 100 32.4 C
Subtotal 710 698 98 37.9 D
Total 4,432 4,409 99 42.0 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 290 278 96 79.7 E
T 930 944 102 68.7 E
R 310 316 102 38.5 D
Subtotal 1,530 1,538 101 64.5 E
L 295 290 98 98.5 F
T 768 764 99 71.2 E
R 235 240 102 24.3 C
Subtotal 1,298 1,294 100 68.6 E
L 385 390 101 80.6 F
T 840 846 101 62.4 E
R 285 292 102 24.5 C
Subtotal 1,510 1,528 101 59.8 E
L 285 279 98 114.5 F
T 595 562 94 72.2 E
R 230 226 98 65.8 E
Subtotal 1,110 1,067 96 81.9 F
Total 5,449 5,427 100 67.7 E
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 330 322 98 61.6 E
T 600 602 100 44.2 D
R 290 289 100 22.9 C
Subtotal 1,220 1,213 99 43.7 D
L 280 274 98 71.6 E
T 765 760 99 37.9 D
R 290 293 101 27.0 C
Subtotal 1,335 1,327 99 42.5 D
L 435 442 102 73.8 E
T 915 914 100 50.5 D
R 410 426 104 27.3 C
Subtotal 1,760 1,782 101 50.7 D
L 195 193 99 74.6 E
T 616 603 98 47.8 D
R 210 206 98 19.0 B
Subtotal 1,021 1,002 98 47.0 D
Total 5,335 5,324 100 46.5 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 95 90 94 22.4 C
T 576 571 99 16.5 C
R 195 187 96 8.5 A
Subtotal 866 848 98 15.4 C
L 20 21 104 12.4 B
T 535 537 100 10.4 B
R 290 308 106 5.3 A
Subtotal 845 866 102 8.6 A
L 220 207 94 212.5 F
T 710 657 92 165.3 F
R 265 249 94 157.4 F
Subtotal 1,195 1,113 93 172.3 F
L 100 99 99 9.7 A
T 255 254 100 8.1 A
R 75 70 93 3.9 A
Subtotal 430 423 98 7.8 A
Total 3,337 3,250 97 70.4 F
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 95 92 97 63.4 E
T 540 530 98 43.9 D
R 145 141 97 31.5 C
Subtotal 780 763 98 44.0 D
L 120 114 95 65.2 E
T 662 648 98 40.7 D
R 125 124 99 27.9 C
Subtotal 907 886 98 42.1 D
L 205 205 100 64.3 E
T 551 529 96 59.6 E
R 130 135 104 44.9 D
Subtotal 886 869 98 58.4 E
L 150 144 96 45.5 D
T 345 338 98 33.8 C
R 60 58 97 16.0 B
Subtotal 555 540 97 35.0 C
Total 3,126 3,058 98 46.0 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 70 72 103 38.5 D
T 560 552 99 31.6 C
R 55 54 99 18.1 B
Subtotal 685 678 99 31.3 C
L 420 388 92 153.0 F
T 525 493 94 83.5 F
R 190 183 96 73.2 E
Subtotal 1,135 1,064 94 107.1 F
L 140 138 99 108.8 F
T 1,145 1,137 99 52.4 D
R 160 156 97 14.3 B
Subtotal 1,445 1,431 99 53.7 D
L 135 128 95 56.8 E
T 445 417 94 33.5 C
R 295 288 98 24.0 C
Subtotal 875 833 95 33.8 C
Total 4,140 4,006 97 60.7 E
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 140 138 99 24.0 C
T 200 204 102 18.0 B
R 25 24 95 7.5 A
Subtotal 365 366 100 19.6 B
L 125 111 89 30.7 C
T 441 419 95 14.2 B
R 255 244 96 12.0 B
Subtotal 821 774 94 15.9 B
L 370 362 98 67.5 E
T 974 952 98 40.0 D
R 190 192 101 21.2 C
Subtotal 1,534 1,506 98 44.2 D
L 20 20 99 31.1 C
T 420 414 99 19.2 B
R 115 110 96 11.3 B
Subtotal 555 544 98 18.0 B
Total 3,274 3,190 97 30.3 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 95 90 94 13.0 B
T 495 456 92 11.4 B
R 130 123 95 13.0 B
Subtotal 720 669 93 11.9 B
L 15 16 105 6.0 A
T 300 294 98 8.0 A
R 80 80 100 5.9 A
Subtotal 395 390 99 7.5 A
L 135 129 96 13.5 B
T 550 504 92 7.6 A
R 190 176 93 13.3 B
Subtotal 875 809 92 9.8 A
L 90 91 101 9.1 A
T 155 159 103 12.3 B
R 25 30 119 8.6 A
Subtotal 270 280 104 10.9 B
Total 2,261 2,148 95 10.2 B
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 85 71 83 24.4 C
T 505 462 92 24.9 C
R 160 150 94 25.1 D
Subtotal 750 683 91 24.9 C
L 45 43 96 10.1 B
T 443 434 98 9.0 A
R 95 91 96 9.6 A
Subtotal 583 568 97 9.2 A
L 190 183 96 20.1 C
T 510 493 97 11.8 B
R 100 91 91 19.5 C
Subtotal 800 767 96 14.7 B
L 70 68 97 7.9 A
T 81 78 96 10.0 A
R 70 67 96 7.8 A
Subtotal 221 213 96 8.6 A
Total 2,354 2,231 95 15.9 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 245 211 86 11.3 B
T 450 400 89 13.7 B
R 10 9 90 12.2 B
Subtotal 705 620 88 12.9 B
L 10 10 100 10.9 B
T 270 256 95 13.6 B
R 295 288 98 11.4 B
Subtotal 575 554 96 12.4 B
L 290 274 94 21.3 C
T 420 404 96 7.7 A
R 325 306 94 20.8 C
Subtotal 1,035 984 95 15.6 C
L 10 9 90 4.3 A
T 25 22 87 7.0 A
R 10 13 130 4.4 A
Subtotal 45 44 98 5.7 A
Total 2,360 2,202 93 13.8 B
Intersection:Crowley Rd & 21st St
Type:Unsignalized
Avg %Avg LOS
L 20 16 79 8.7 A
T 505 427 85 7.0 A
R 155 125 81 5.0 A
Subtotal 680 568 84 6.6 A
L 175 165 94 8.0 A
T 415 390 94 6.0 A
R 15 15 98 4.8 A
Subtotal 605 570 94 6.5 A
L 15 14 92 23.9 C
T 10 9 90 31.8 D
R 15 17 111 9.7 A
Subtotal 40 40 100 19.6 C
L 95 89 93 109.6 F
T 10 10 100 101.3 F
R 185 179 97 90.6 F
Subtotal 290 278 96 97.1 F
Total 1,616 1,456 90 24.7 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 60 57 95 13.7 B
T 175 178 102 16.5 C
R 50 53 107 11.2 B
Subtotal 285 288 101 15.0 B
L 70 68 97 21.4 C
T 280 262 94 14.3 B
R 175 163 93 17.9 C
Subtotal 525 493 94 16.5 C
L 395 286 72 432.3 F
T 410 331 81 322.0 F
R 80 61 76 432.7 F
Subtotal 885 678 77 378.5 F
L 65 70 108 16.8 C
T 195 196 101 19.0 C
R 60 60 100 14.9 B
Subtotal 320 326 102 17.8 C
Total 2,015 1,785 89 175.0 F
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 25 23 91 7.2 A
T 89 83 93 9.3 A
R 15 16 105 5.1 A
Subtotal 129 122 95 8.4 A
L 15 14 92 5.3 A
T 60 57 95 8.6 A
R 50 50 101 3.4 A
Subtotal 125 121 97 6.1 A
L 55 51 93 7.5 A
T 260 239 92 6.9 A
R 40 40 101 5.9 A
Subtotal 355 330 93 6.9 A
L 10 10 100 6.5 A
T 105 110 105 10.9 B
R 15 16 105 5.3 A
Subtotal 130 136 105 9.9 A
Total 740 709 96 7.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 25 25 99 9.9 A
T 11 12 112 2.4 A
R 75 69 92 5.6 A
Subtotal 111 106 95 6.3 A
L 120 112 94 3.0 A
T 226 217 96 2.7 A
Subtotal 346 329 95 2.8 A
T 130 128 99 2.1 A
R 10 11 110 1.4 A
Subtotal 140 139 99 2.0 A
Total 597 574 96 3.2 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 40 36 91 7.3 A
T 41 39 95 0.7 A
R 40 40 101 4.1 A
Subtotal 121 115 95 3.9 A
T 335 319 95 3.9 A
R 55 54 99 3.5 A
Subtotal 390 373 96 3.8 A
L 25 23 91 3.2 A
T 180 176 98 1.1 A
Subtotal 205 199 97 1.3 A
Total 716 687 96 3.2 A
Volume Served Delay/Veh (sec)
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 20 16 79 3.7 A
T 320 283 88 1.6 A
Subtotal 340 299 88 1.7 A
T 206 203 99 0.8 A
R 65 68 105 0.3 A
Subtotal 271 271 100 0.7 A
L 40 39 98 6.0 A
T 1 1 133 0.1 A
R 15 13 85 2.3 A
Subtotal 56 53 95 5.0 A
Total 667 623 93 1.6 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 35 35 99 6.1 A
R 15 15 98 3.6 A
Subtotal 50 50 100 5.4 A
T 196 182 93 0.7 A
R 45 38 85 0.2 A
Subtotal 241 220 91 0.6 A
L 10 11 110 2.0 A
T 235 236 100 0.8 A
Subtotal 245 247 101 0.9 A
Total 536 517 96 1.2 A
Volume Served Delay/Veh (sec)
EB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St
Type:Unsignalized
Avg %Avg LOS
L 10 9 90 1.2 A
T 75 74 98 0.3 A
Subtotal 85 83 98 0.4 A
T 47 43 92 1.5 A
R 35 35 99 1.2 A
Subtotal 82 78 95 1.4 A
L 45 41 92 3.7 A
T 1 1 133 0.0 A
R 10 11 110 1.6 A
Subtotal 56 53 95 3.2 A
Total 223 214 96 1.4 A
Volume Served Delay/Veh (sec)
NB
SB
EB
Approach Movement Demand
Volume
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 200 200 100 48.7 D
T 1,005 990 99 22.9 C
R 165 162 98 18.9 B
Subtotal 1,370 1,352 99 26.2 C
L 155 157 101 40.4 D
T 745 749 101 29.6 C
R 100 99 99 8.5 A
Subtotal 1,000 1,005 101 29.2 C
L 90 85 94 48.0 D
T 875 882 101 52.5 D
R 375 383 102 34.3 C
Subtotal 1,340 1,350 101 47.1 D
L 80 79 99 70.9 E
T 525 513 98 26.7 C
R 40 39 98 11.8 B
Subtotal 645 631 98 31.3 C
Total 4,356 4,338 100 34.3 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 215 217 101 38.0 D
T 1,175 1,160 99 24.9 C
R 230 232 101 20.1 C
Subtotal 1,620 1,609 99 26.0 C
L 40 41 103 137.1 F
T 1,108 1,116 101 21.1 C
R 75 73 97 15.4 B
Subtotal 1,223 1,230 101 24.6 C
L 115 108 94 61.4 E
T 560 558 100 53.4 D
R 205 214 104 16.8 B
Subtotal 880 880 100 45.5 D
L 130 123 95 68.7 E
T 500 504 101 55.1 E
R 80 80 100 48.0 D
Subtotal 710 707 100 56.7 E
Total 4,432 4,426 100 34.3 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 290 296 102 80.9 F
T 930 928 100 45.6 D
R 310 319 103 24.7 C
Subtotal 1,530 1,543 101 48.1 D
L 295 296 100 86.7 F
T 768 788 103 57.9 E
R 235 239 102 24.6 C
Subtotal 1,298 1,323 102 58.3 E
L 385 383 99 68.8 E
T 840 846 101 59.5 E
R 285 278 98 23.8 C
Subtotal 1,510 1,507 100 55.3 E
L 285 283 99 86.1 F
T 595 597 100 59.1 E
R 230 232 101 26.4 C
Subtotal 1,110 1,112 100 59.1 E
Total 5,449 5,485 101 54.9 D
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 330 337 102 67.4 E
T 600 599 100 43.0 D
R 290 297 102 24.7 C
Subtotal 1,220 1,233 101 45.3 D
L 280 288 103 69.8 E
T 765 763 100 44.9 D
R 290 293 101 25.1 C
Subtotal 1,335 1,344 101 45.9 D
L 435 442 102 71.9 E
T 915 925 101 52.5 D
R 410 414 101 28.0 C
Subtotal 1,760 1,781 101 51.6 D
L 195 195 100 77.4 E
T 616 633 103 51.5 D
R 210 212 101 20.9 C
Subtotal 1,021 1,040 102 50.1 D
Total 5,335 5,398 101 48.6 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 95 94 99 30.0 C
T 576 572 99 21.4 C
R 195 186 96 13.7 B
Subtotal 866 852 98 20.7 C
L 20 19 94 27.4 C
T 535 538 101 17.1 B
R 290 287 99 4.8 A
Subtotal 845 844 100 13.1 B
L 220 221 100 26.8 C
T 710 707 100 24.9 C
R 265 276 104 20.3 C
Subtotal 1,195 1,204 101 24.2 C
L 100 104 104 26.4 C
T 255 244 96 14.8 B
R 75 76 101 4.3 A
Subtotal 430 424 99 15.8 B
Total 3,337 3,324 100 19.5 B
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 95 97 102 37.5 D
T 540 540 100 27.0 C
R 145 141 97 18.1 B
Subtotal 780 778 100 26.7 C
L 120 120 100 37.1 D
T 662 679 103 24.6 C
R 125 126 101 11.6 B
Subtotal 907 925 102 24.5 C
L 205 198 97 35.1 D
T 551 555 101 31.5 C
R 130 137 106 12.1 B
Subtotal 886 890 100 29.3 C
L 150 151 101 36.2 D
T 345 336 97 22.4 C
R 60 60 100 9.0 A
Subtotal 555 547 99 24.7 C
Total 3,126 3,140 100 26.5 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 70 65 93 32.0 C
T 560 568 101 23.1 C
R 55 54 99 9.7 A
Subtotal 685 687 100 22.9 C
L 420 428 102 44.7 D
T 525 526 100 22.3 C
R 190 194 102 12.5 B
Subtotal 1,135 1,148 101 29.0 C
L 140 145 104 39.6 D
T 1,145 1,153 101 18.1 B
R 160 160 100 17.0 B
Subtotal 1,445 1,458 101 20.1 C
L 135 130 96 31.6 C
T 445 455 102 26.8 C
R 295 287 97 21.3 C
Subtotal 875 872 100 25.7 C
Total 4,140 4,165 101 24.2 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 140 137 98 28.1 C
T 200 203 102 23.2 C
R 25 26 103 11.7 B
Subtotal 365 366 100 24.2 C
L 125 121 97 30.0 C
T 441 440 100 16.5 B
R 255 256 100 13.4 B
Subtotal 821 817 100 17.5 B
L 370 369 100 33.2 C
T 974 1,004 103 19.9 B
R 190 189 100 20.0 B
Subtotal 1,534 1,562 102 23.1 C
L 20 20 99 27.1 C
T 420 434 103 22.4 C
R 115 115 100 13.6 B
Subtotal 555 569 103 20.8 C
Total 3,274 3,314 101 21.5 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 95 95 100 13.9 B
T 495 486 98 12.1 B
R 130 131 101 13.5 B
Subtotal 720 712 99 12.6 B
L 15 13 85 6.0 A
T 300 298 99 8.5 A
R 80 78 98 6.2 A
Subtotal 395 389 98 8.0 A
L 135 131 97 21.6 C
T 550 543 99 11.8 B
R 190 186 98 21.3 C
Subtotal 875 860 98 15.3 C
L 90 92 102 9.3 A
T 155 152 98 12.7 B
R 25 26 103 9.5 A
Subtotal 270 270 100 11.2 B
Total 2,261 2,231 99 12.7 B
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 85 84 99 46.9 E
T 505 496 98 45.4 E
R 160 157 98 47.2 E
Subtotal 750 737 98 46.0 E
L 45 42 94 11.1 B
T 443 441 99 9.6 A
R 95 94 99 10.2 B
Subtotal 583 577 99 9.8 A
L 190 194 102 23.7 C
T 510 499 98 13.1 B
R 100 100 100 23.5 C
Subtotal 800 793 99 17.0 C
L 70 71 101 8.7 A
T 81 79 98 10.1 B
R 70 70 100 8.5 A
Subtotal 221 220 100 9.1 A
Total 2,354 2,327 99 23.8 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 245 237 97 32.9 D
T 450 457 101 33.9 D
R 10 12 120 29.9 D
Subtotal 705 706 100 33.5 D
L 10 9 90 11.6 B
T 270 267 99 14.9 B
R 295 300 102 12.5 B
Subtotal 575 576 100 13.6 B
L 290 283 98 16.5 C
T 420 428 102 5.8 A
R 325 320 99 14.0 B
Subtotal 1,035 1,031 100 11.3 B
L 10 8 80 5.2 A
T 25 28 111 6.9 A
R 10 11 110 4.5 A
Subtotal 45 47 104 6.0 A
Total 2,360 2,360 100 18.4 C
Intersection:Crowley Rd & 21st St
Type:Roundabout
Avg %Avg LOS
L 20 21 104 16.4 C
T 505 511 101 18.6 C
R 155 158 102 16.9 C
Subtotal 680 690 101 18.1 C
L 175 172 98 6.5 A
T 415 407 98 8.5 A
R 15 15 98 6.5 A
Subtotal 605 594 98 7.9 A
L 15 14 92 3.8 A
T 10 11 110 3.7 A
R 15 15 98 3.5 A
Subtotal 40 40 100 3.7 A
L 95 94 99 7.4 A
T 10 8 80 8.8 A
R 185 188 102 7.5 A
Subtotal 290 290 100 7.5 A
Total 1,616 1,614 100 12.1 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 60 63 105 29.5 C
T 175 174 99 22.3 C
R 50 49 98 11.7 B
Subtotal 285 286 100 22.1 C
L 70 63 90 32.3 C
T 280 285 102 12.8 B
R 175 172 98 8.1 A
Subtotal 525 520 99 13.6 B
L 395 408 103 23.9 C
T 410 408 100 13.9 B
R 80 76 95 14.2 B
Subtotal 885 892 101 18.5 B
L 65 65 100 16.5 B
T 195 203 104 23.2 C
R 60 59 98 15.7 B
Subtotal 320 327 102 20.5 C
Total 2,015 2,025 100 18.1 B
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 25 25 99 6.2 A
T 89 88 99 9.3 A
R 15 15 98 4.5 A
Subtotal 129 128 99 8.1 A
L 15 14 92 5.1 A
T 60 60 100 8.7 A
R 50 51 103 3.4 A
Subtotal 125 125 100 6.1 A
L 55 53 97 7.5 A
T 260 256 98 6.9 A
R 40 37 93 5.9 A
Subtotal 355 346 97 6.9 A
L 10 9 90 7.0 A
T 105 109 104 11.5 B
R 15 14 92 5.2 A
Subtotal 130 132 102 10.5 B
Total 740 731 99 7.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:1st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 25 25 99 9.9 A
T 11 11 102 2.7 A
R 75 71 95 6.0 A
Subtotal 111 107 96 6.6 A
L 120 120 100 3.1 A
T 226 218 96 2.7 A
Subtotal 346 338 98 2.8 A
T 130 130 100 1.9 A
R 10 9 90 1.6 A
Subtotal 140 139 99 1.9 A
Total 597 584 98 3.3 A
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 40 41 103 7.6 A
T 41 44 107 0.7 A
R 40 42 106 4.5 A
Subtotal 121 127 105 4.2 A
T 335 327 98 4.3 A
R 55 55 100 3.6 A
Subtotal 390 382 98 4.2 A
L 25 25 99 3.1 A
T 180 179 99 1.2 A
Subtotal 205 204 100 1.4 A
Total 716 713 100 3.4 A
Volume Served Delay/Veh (sec)
NB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 20 22 109 4.8 A
T 320 318 99 2.2 A
Subtotal 340 340 100 2.4 A
T 206 208 101 0.8 A
R 65 64 98 0.3 A
Subtotal 271 272 100 0.7 A
L 40 40 101 6.0 A
T 1 1 133 0.3 A
R 15 15 98 2.2 A
Subtotal 56 56 100 4.9 A
Total 667 668 100 1.9 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 35 33 94 6.4 A
R 15 16 105 3.6 A
Subtotal 50 49 98 5.5 A
T 196 198 101 0.8 A
R 45 42 94 0.3 A
Subtotal 241 240 100 0.7 A
L 10 10 100 1.9 A
T 235 238 101 0.7 A
Subtotal 245 248 101 0.7 A
Total 536 537 100 1.2 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development
Analysis Period:Mitigated Future (2040) Background
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St
Type:Unsignalized
Avg %Avg LOS
L 10 10 100 1.1 A
T 75 76 101 0.4 A
Subtotal 85 86 101 0.5 A
T 47 45 96 1.5 A
R 35 37 105 1.2 A
Subtotal 82 82 100 1.4 A
L 45 51 114 4.0 A
T 1 1 133 0.5 A
R 10 11 110 2.0 A
Subtotal 56 63 113 3.6 A
Total 223 231 104 1.6 A
SB
EB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 185 166 90 32.4 C
T 475 454 96 15.5 B
R 45 43 96 9.6 A
Subtotal 705 663 94 19.3 B
L 34 31 91 20.8 C
T 691 700 101 22.7 C
R 100 102 102 11.7 B
Subtotal 825 833 101 21.3 C
L 65 67 103 66.5 E
T 321 316 98 43.9 D
R 195 195 100 12.4 B
Subtotal 581 578 99 35.9 D
L 80 78 98 53.1 D
T 1,019 970 95 47.5 D
R 67 64 95 26.3 C
Subtotal 1,166 1,112 95 46.7 D
Total 3,278 3,186 97 32.4 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 105 103 98 36.3 D
T 455 444 98 35.9 D
R 82 82 100 12.3 B
Subtotal 642 629 98 32.9 C
L 96 99 103 97.0 F
T 835 844 101 22.8 C
R 80 80 100 13.5 B
Subtotal 1,011 1,023 101 29.3 C
L 75 67 90 62.1 E
T 227 228 100 45.0 D
R 95 93 98 12.2 B
Subtotal 397 388 98 40.1 D
L 220 206 94 53.9 D
T 650 589 91 50.2 D
R 175 154 88 44.0 D
Subtotal 1,045 949 91 50.0 D
Total 3,095 2,989 97 38.1 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 95 88 93 107.7 F
T 395 384 97 23.5 C
R 214 215 101 9.5 A
Subtotal 704 687 98 29.9 C
L 165 165 100 81.4 F
T 815 813 100 24.7 C
R 170 163 96 14.6 B
Subtotal 1,150 1,141 99 31.5 C
L 105 104 99 90.1 F
T 370 376 102 55.5 E
R 110 117 106 12.9 B
Subtotal 585 597 102 53.2 D
L 433 421 97 68.2 E
T 694 668 96 52.5 D
R 160 159 99 14.4 B
Subtotal 1,287 1,248 97 52.9 D
Total 3,726 3,673 99 42.2 D
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 240 243 101 72.0 E
T 299 292 98 31.1 C
R 118 115 97 6.3 A
Subtotal 657 650 99 42.0 D
L 152 148 98 88.5 F
T 816 816 100 14.4 B
R 225 220 98 21.9 C
Subtotal 1,193 1,184 99 25.1 C
L 155 158 102 88.1 F
T 369 370 100 36.6 D
R 185 187 101 8.3 A
Subtotal 709 715 101 40.6 D
L 118 116 98 104.6 F
T 1,077 1,054 98 50.3 D
R 236 225 95 24.5 C
Subtotal 1,431 1,395 97 50.7 D
Total 3,991 3,944 99 39.9 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 185 170 92 25.4 C
T 421 401 95 16.9 B
R 60 60 100 8.4 A
Subtotal 666 631 95 18.4 B
L 28 25 90 17.5 B
T 445 440 99 15.3 B
R 275 285 104 7.6 A
Subtotal 748 750 100 12.4 B
L 115 109 95 29.5 C
T 236 233 99 18.6 B
R 85 88 103 11.6 B
Subtotal 436 430 99 19.9 B
L 100 89 89 16.3 B
T 700 653 93 15.7 B
R 68 60 88 3.8 A
Subtotal 868 802 92 14.9 B
Total 2,719 2,613 96 15.9 B
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 130 118 91 29.7 C
T 625 612 98 15.5 B
R 45 43 96 10.4 B
Subtotal 800 773 97 17.4 B
L 65 61 94 27.6 C
T 470 463 99 26.0 C
R 155 152 98 11.4 B
Subtotal 690 676 98 22.9 C
L 85 82 96 32.2 C
T 274 283 103 22.9 C
R 55 56 101 8.0 A
Subtotal 414 421 102 22.7 C
L 225 190 84 27.4 C
T 615 529 86 22.0 C
R 180 160 89 12.0 B
Subtotal 1,020 879 86 21.3 C
Total 2,925 2,749 94 20.8 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 115 111 96 33.2 C
T 370 363 98 32.3 C
R 90 86 96 7.7 A
Subtotal 575 560 97 28.7 C
L 135 126 94 72.6 E
T 562 524 93 17.8 B
R 60 63 105 11.3 B
Subtotal 757 713 94 26.9 C
L 125 121 97 37.9 D
T 591 596 101 16.6 B
R 35 34 96 11.1 B
Subtotal 751 751 100 19.8 B
L 91 88 97 23.4 C
T 772 738 96 22.6 C
R 305 293 96 20.2 C
Subtotal 1,168 1,119 96 22.0 C
Total 3,251 3,143 97 23.9 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 135 134 99 22.9 C
T 190 186 98 18.0 B
R 22 21 94 6.6 A
Subtotal 347 341 98 19.2 B
L 105 100 95 23.0 C
T 191 182 95 24.4 C
R 345 331 96 16.3 B
Subtotal 641 613 96 19.8 B
L 125 116 93 33.6 C
T 490 488 99 13.4 B
R 45 47 104 10.8 B
Subtotal 660 651 99 16.8 B
L 36 35 97 18.0 B
T 905 889 98 17.0 B
R 75 69 92 12.1 B
Subtotal 1,016 993 98 16.7 B
Total 2,664 2,598 98 17.8 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 402 333 83 12.0 B
T 261 217 83 14.0 B
R 20 16 79 12.1 B
Subtotal 683 566 83 12.8 B
L 15 15 100 15.3 C
T 286 285 100 17.0 C
R 125 129 103 14.8 B
Subtotal 426 429 101 16.3 C
L 40 39 98 10.8 B
T 100 98 98 11.6 B
R 211 207 98 10.4 B
Subtotal 351 344 98 10.8 B
L 70 70 100 13.3 B
T 247 243 98 18.2 C
R 20 21 104 15.3 C
Subtotal 337 334 99 17.0 C
Total 1,798 1,673 93 14.1 B
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 50 51 101 11.1 B
T 200 193 97 13.2 B
R 143 148 103 11.1 B
Subtotal 393 392 100 12.1 B
L 147 148 101 20.3 C
T 330 329 100 21.2 C
R 95 93 98 22.1 C
Subtotal 572 570 100 21.1 C
L 90 84 94 18.4 C
T 225 232 103 20.3 C
R 60 61 102 19.7 C
Subtotal 375 377 101 19.8 C
L 179 131 73 334.3 F
T 515 371 72 310.8 F
R 371 270 73 336.2 F
Subtotal 1,065 772 72 323.7 F
Total 2,404 2,111 88 141.1 F
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 235 235 100 10.1 B
T 191 190 99 11.9 B
R 45 47 104 9.9 A
Subtotal 471 472 100 10.8 B
L 10 7 72 14.7 B
T 255 229 90 14.8 B
R 265 244 92 15.1 C
Subtotal 530 480 91 15.0 B
L 105 106 101 12.4 B
T 434 425 98 8.1 A
R 140 132 94 9.2 A
Subtotal 679 663 98 9.0 A
L 118 116 98 63.2 F
T 428 404 94 71.2 F
R 10 10 103 60.3 F
Subtotal 556 530 95 69.2 F
Total 2,234 2,145 96 26.0 D
Intersection:Crowley Rd & 21st St
Type:Roundabout
Avg %Avg LOS
L 10 8 82 9.6 A
T 310 309 100 11.1 B
R 183 189 103 9.0 A
Subtotal 503 506 101 10.3 B
L 55 51 92 7.3 A
T 405 379 94 9.6 A
R 10 8 82 7.4 A
Subtotal 470 438 93 9.3 A
L 10 8 82 4.0 A
T 5 5 95 5.2 A
R 20 22 109 3.7 A
Subtotal 35 35 100 4.0 A
L 384 373 97 15.4 C
T 10 9 92 15.4 C
R 150 154 103 14.7 B
Subtotal 544 536 99 15.2 C
Total 1,551 1,515 98 11.6 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 100 92 92 60.7 E
T 201 202 101 14.3 B
R 15 17 113 7.6 A
Subtotal 316 311 98 27.7 C
L 15 14 93 24.3 C
T 154 146 95 15.3 B
R 639 613 96 16.5 B
Subtotal 808 773 96 16.4 B
L 212 208 98 30.6 C
T 220 222 101 11.7 B
R 55 56 101 12.0 B
Subtotal 487 486 100 19.8 B
L 10 9 92 23.0 C
T 220 230 105 31.5 C
R 50 55 109 25.0 C
Subtotal 280 294 105 30.0 C
Total 1,891 1,864 99 21.4 C
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 92 88 96 7.8 A
T 94 93 99 10.8 B
R 14 15 107 5.4 A
Subtotal 200 196 98 9.0 A
L 10 9 92 5.1 A
T 117 120 102 9.1 A
R 60 59 99 3.9 A
Subtotal 187 188 101 7.3 A
L 20 20 99 5.3 A
T 70 68 97 7.2 A
R 37 33 89 3.6 A
Subtotal 127 121 95 5.9 A
L 12 12 102 6.5 A
T 90 93 104 10.4 B
R 10 8 82 4.3 A
Subtotal 112 113 101 9.6 A
Total 625 618 99 8.0 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 331 302 91 72.9 F
T 69 71 103 68.5 F
Subtotal 400 373 93 72.1 F
L 14 13 93 14.2 B
T 27 27 101 24.4 C
R 175 173 99 16.2 C
Subtotal 216 213 99 17.1 C
L 90 86 96 5.1 A
T 114 116 102 4.4 A
R 130 128 98 2.5 A
Subtotal 334 330 99 3.8 A
T 255 261 102 3.2 A
R 20 19 94 1.3 A
Subtotal 275 280 102 3.1 A
Total 1,226 1,196 98 27.9 D
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 329 200 61 441.9 F
R 25 14 57 492.3 F
Subtotal 354 214 60 445.2 F
T 358 366 102 6.0 A
R 147 153 104 4.8 A
Subtotal 505 519 103 5.6 A
L 25 22 89 14.7 B
T 740 703 95 19.1 C
Subtotal 765 725 95 19.0 C
Total 1,624 1,458 90 95.4 F
Volume Served Delay/Veh (sec)
NB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 48 48 100 7.2 A
T 195 198 101 2.9 A
Subtotal 243 246 101 3.7 A
T 402 402 100 1.0 A
R 50 51 101 0.3 A
Subtotal 452 453 100 0.9 A
L 25 24 97 9.4 A
T 1 2 160 0.1 A
R 93 89 96 5.0 A
Subtotal 119 115 97 5.8 A
Total 814 814 100 2.5 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 50 53 105 8.3 A
R 10 10 103 4.1 A
Subtotal 60 63 105 7.6 A
T 166 167 101 0.8 A
R 15 16 107 0.3 A
Subtotal 181 183 101 0.8 A
L 10 9 92 1.8 A
T 401 399 99 1.0 A
Subtotal 411 408 99 1.0 A
Total 652 654 100 1.6 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 185 189 102 6.1 A
R 6 7 112 4.3 A
Subtotal 191 196 103 6.0 A
T 56 55 99 1.2 A
R 72 72 100 1.4 A
Subtotal 128 127 99 1.3 A
L 3 2 62 1.3 A
Subtotal 3 2 67 1.3 A
Total 322 325 101 4.2 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 129 127 98 1.8 A
R 29 26 90 1.5 A
Subtotal 158 153 97 1.7 A
L 74 74 100 1.9 A
T 98 100 102 0.5 A
Subtotal 172 174 101 1.1 A
L 69 65 94 11.3 BR1951909712.0 B
Subtotal 264 255 97 11.8 B
Total 595 582 98 6.1 A
Volume Served Delay/Veh (sec)
NB
SB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St/Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 10 10 103 2.0 A
T 85 84 99 0.8 A
R 4 4 94 0.3 A
Subtotal 99 98 99 0.9 A
L 13 13 102 2.1 A
T 104 100 96 1.8 A
R 60 61 102 1.0 A
Subtotal 177 174 98 1.5 A
L 45 44 98 10.9 B
T 188 180 96 10.7 B
R 5 6 114 8.2 A
Subtotal 238 230 97 10.7 B
L 9 8 91 17.7 C
T 485 481 99 18.5 C
R 29 27 93 15.6 C
Subtotal 523 516 99 18.3 C
Total 1,036 1,018 98 12.1 B
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 20 19 94 5.5 A
R 129 123 95 4.1 A
Subtotal 149 142 95 4.3 A
L 47 46 98 1.7 A
T 128 131 102 0.5 A
Subtotal 175 177 101 0.8 A
T 63 62 99 0.7 A
R 8 6 77 0.2 A
Subtotal 71 68 96 0.7 A
Total 395 387 98 2.1 A
Volume Served Delay/Veh (sec)
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 3 3 92 4.0 A
R 42 39 93 3.0 A
Subtotal 45 42 93 3.1 A
L 20 18 89 1.3 A
T 28 29 105 0.6 A
Subtotal 48 47 98 0.9 A
T 28 28 100 0.3 A
R 1 1 100 0.2 A
Subtotal 29 29 100 0.3 A
Total 122 118 97 1.5 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 7 7 97 3.9 A
R 20 20 99 2.8 A
Subtotal 27 27 100 3.1 A
L 8 7 90 1.0 A
T 23 25 108 0.2 A
Subtotal 31 32 103 0.4 A
T 9 8 91 0.0 A
R 3 3 92 0.0 A
Subtotal 12 11 92 0.0 A
Total 70 70 99 1.4 A
Volume Served Delay/Veh (sec)
SB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 5 5 95 4.0 AT11111024.9 A
R 5 6 114 2.9 A
Subtotal 21 22 105 4.2 A
L 2 1 50 2.9 A
T 5 5 95 4.9 A
R 5 5 95 2.7 A
Subtotal 12 11 92 3.7 A
L 3 2 62 2.1 A
T 15 14 95 0.1 A
R 3 3 92 0.1 A
Subtotal 21 19 90 0.3 A
L 10 10 103 1.8 A
T 25 23 93 0.7 A
R 3 4 123 0.7 A
Subtotal 38 37 97 1.0 A
Total 93 89 96 2.0 A
Intersection:Southeast Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 2 1 50 2.0 A
T 15 14 93 0.2 A
R 5 6 114 0.1 A
Subtotal 22 21 95 0.3 A
L 2 1 50 2.1 A
T 18 16 91 0.5 A
R 3 3 92 0.3 A
Subtotal 23 20 87 0.6 A
L 15 16 107 4.2 A
T 5 4 76 4.6 A
R 2 3 150 2.6 A
Subtotal 22 23 105 4.1 AL20211044.8 A
T 120 118 98 0.9 A
R 3 3 92 3.9 A
Subtotal 143 142 99 1.5 A
Total 211 206 98 1.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 55 54 98 5.2 AT3029975.9 A
R 5 6 114 3.6 A
Subtotal 90 89 99 5.3 A
L 5 4 76 5.5 A
T 34 29 84 0.9 A
R 5 4 76 3.4 A
Subtotal 44 37 84 1.7 A
L 3 3 92 2.0 A
T 86 84 97 0.4 A
R 10 10 103 0.3 A
Subtotal 99 97 98 0.4 A
L 8 6 77 2.6 A
T 113 109 97 1.3 A
R 10 10 103 1.2 A
Subtotal 131 125 95 1.4 A
Total 365 348 95 2.2 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
L 67 64 95 2.9 A
T 34 34 100 3.1 A
R 11 11 102 2.8 A
Subtotal 112 109 97 3.0 A
L 10 9 92 4.1 A
T 51 52 102 3.8 A
R 247 251 102 4.0 A
Subtotal 308 312 101 4.0 A
L 95 92 97 4.6 A
T 93 91 98 4.6 A
R 17 15 88 4.8 A
Subtotal 205 198 97 4.6 A
L 44 39 89 3.2 A
T 174 168 97 3.5 A
R 5 5 95 3.3 A
Subtotal 223 212 95 3.4 A
Total 848 831 98 3.9 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SE
NE
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NW
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
T 119 119 100 0.7 A
R 15 13 87 0.5 A
Subtotal 134 132 99 0.7 A
L 30 25 83 2.4 A
T 275 281 102 0.7 A
Subtotal 305 306 100 0.8 A
L 30 29 97 6.9 A
R 65 68 105 4.0 A
Subtotal 95 97 102 4.9 A
Total 534 535 100 1.6 A
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 61 64 105 2.8 A
T 84 83 99 3.0 A
R 10 10 103 2.9 A
Subtotal 155 157 101 2.9 A
L 73 68 93 4.0 A
T 101 101 100 4.1 A
R 61 62 102 3.5 A
Subtotal 235 231 98 3.9 A
L 17 16 94 2.9 A
T 58 55 95 3.1 A
R 28 29 105 2.8 A
Subtotal 103 100 97 3.0 A
L 65 66 102 3.9 A
T 112 108 96 4.2 A
R 146 146 100 3.9 A
Subtotal 323 320 99 4.0 A
Total 816 808 99 3.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 60 58 97 8.0 AT79811038.9 A
R 15 17 113 5.0 A
Subtotal 154 156 101 8.1 A
L 34 35 103 8.2 A
T 51 47 92 8.6 A
R 22 22 99 5.3 A
Subtotal 107 104 97 7.8 A
L 15 14 93 3.6 A
T 98 93 95 1.3 A
R 20 19 94 0.9 A
Subtotal 133 126 95 1.5 A
L 60 59 99 2.1 A
T 185 184 100 0.7 A
R 31 30 97 0.5 A
Subtotal 276 273 99 1.0 A
Total 669 659 98 3.9 A
SB
EB
WB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 185 189 102 35.3 D
T 475 473 100 20.0 B
R 45 44 98 10.0 A
Subtotal 705 706 100 23.5 C
L 34 32 94 24.9 C
T 691 689 100 24.5 C
R 100 105 105 12.0 B
Subtotal 825 826 100 22.9 C
L 65 68 105 70.7 E
T 321 335 104 42.3 D
R 195 195 100 11.9 B
Subtotal 581 598 103 35.6 D
L 80 72 90 52.5 D
T 1,019 986 97 46.2 D
R 67 63 94 23.9 C
Subtotal 1,166 1,121 96 45.4 D
Total 3,278 3,251 99 33.3 C
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 105 105 100 40.9 D
T 455 456 100 29.5 C
R 82 78 95 10.4 B
Subtotal 642 639 100 29.0 C
L 96 94 98 106.7 F
T 835 828 99 24.1 C
R 80 82 102 14.0 B
Subtotal 1,011 1,004 99 31.0 C
L 75 75 100 60.3 E
T 227 231 102 42.3 D
R 95 93 98 11.6 B
Subtotal 397 399 101 38.5 D
L 220 216 98 53.3 D
T 650 647 100 51.6 D
R 175 179 102 46.9 D
Subtotal 1,045 1,042 100 51.1 D
Total 3,095 3,084 100 38.4 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 95 94 99 105.5 F
T 395 387 98 23.9 C
R 214 212 99 9.3 A
Subtotal 704 693 98 30.5 C
L 165 154 93 99.7 F
T 815 811 100 21.5 C
R 170 171 101 16.0 B
Subtotal 1,150 1,136 99 31.3 C
L 105 108 103 89.4 F
T 370 365 99 55.0 D
R 110 112 102 12.4 B
Subtotal 585 585 100 53.2 D
L 433 414 96 70.7 E
T 694 683 98 52.3 D
R 160 169 106 15.2 B
Subtotal 1,287 1,266 98 53.4 D
Total 3,726 3,680 99 42.5 D
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 240 246 102 72.0 E
T 299 297 99 31.2 C
R 118 114 96 6.1 A
Subtotal 657 657 100 42.1 D
L 152 144 95 82.1 F
T 816 796 97 13.9 B
R 225 224 99 24.0 C
Subtotal 1,193 1,164 98 24.3 C
L 155 152 98 89.3 F
T 369 374 101 35.7 D
R 185 186 101 8.2 A
Subtotal 709 712 100 40.0 D
L 118 116 98 109.8 F
T 1,077 1,043 97 51.1 D
R 236 235 100 25.0 C
Subtotal 1,431 1,394 97 51.6 D
Total 3,991 3,927 98 40.0 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 185 177 96 26.5 C
T 421 405 96 17.4 B
R 60 58 97 8.8 A
Subtotal 666 640 96 19.1 B
L 28 29 105 20.4 C
T 445 447 100 17.4 B
R 275 277 101 8.3 A
Subtotal 748 753 101 14.2 B
L 115 120 104 29.3 C
T 236 241 102 18.7 B
R 85 87 102 11.1 B
Subtotal 436 448 103 20.1 B
L 100 99 99 16.0 B
T 700 675 96 15.7 B
R 68 70 103 3.8 A
Subtotal 868 844 97 14.7 B
Total 2,719 2,685 99 16.6 B
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 130 130 100 26.0 C
T 625 610 98 12.7 B
R 45 46 102 8.5 A
Subtotal 800 786 98 14.7 B
L 65 59 91 24.6 C
T 470 468 100 22.1 C
R 155 159 103 12.3 B
Subtotal 690 686 99 20.0 B
L 85 81 95 24.5 C
T 274 272 99 20.8 C
R 55 58 105 10.3 B
Subtotal 414 411 99 20.0 B
L 225 216 96 19.9 B
T 615 614 100 15.5 B
R 180 173 96 7.8 A
Subtotal 1,020 1,003 98 15.1 B
Total 2,925 2,886 99 16.9 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 115 114 99 30.1 C
T 370 364 98 27.1 C
R 90 89 99 6.7 A
Subtotal 575 567 99 24.5 C
L 135 128 95 69.7 E
T 562 556 99 14.8 B
R 60 62 104 10.1 B
Subtotal 757 746 99 23.8 C
L 125 122 98 39.8 D
T 591 577 98 17.1 B
R 35 34 96 11.0 B
Subtotal 751 733 98 20.6 C
L 91 92 101 27.9 C
T 772 760 98 28.8 C
R 305 299 98 27.7 C
Subtotal 1,168 1,151 99 28.4 C
Total 3,251 3,197 98 24.9 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 135 135 100 20.9 C
T 190 193 102 15.8 B
R 22 22 99 6.1 A
Subtotal 347 350 101 17.2 B
L 105 107 102 22.8 C
T 191 191 100 21.4 C
R 345 347 101 16.4 B
Subtotal 641 645 101 18.9 B
L 125 118 94 32.7 C
T 490 490 100 13.5 B
R 45 45 100 11.5 B
Subtotal 660 653 99 16.8 B
L 36 35 97 19.0 B
T 905 878 97 17.9 B
R 75 71 95 12.8 B
Subtotal 1,016 984 97 17.6 B
Total 2,664 2,632 99 17.7 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 402 384 96 26.2 D
T 261 249 95 28.1 D
R 20 18 89 13.5 B
Subtotal 683 651 95 26.6 D
L 15 16 107 10.9 B
T 286 289 101 12.7 B
R 125 122 98 7.1 A
Subtotal 426 427 100 11.0 B
L 40 39 98 8.1 A
T 100 100 100 9.8 A
R 211 217 103 8.7 A
Subtotal 351 356 101 8.9 A
L 70 67 95 11.4 B
T 247 245 99 15.2 C
R 20 19 94 12.0 B
Subtotal 337 331 98 14.2 B
Total 1,798 1,765 98 17.0 C
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 50 48 96 7.9 A
T 200 199 100 9.8 A
R 143 145 101 6.0 A
Subtotal 393 392 100 8.2 A
L 147 154 105 6.3 A
T 330 326 99 8.9 A
R 95 96 101 7.4 A
Subtotal 572 576 101 8.0 A
L 90 88 98 10.8 B
T 225 223 99 10.9 B
R 60 58 97 9.5 A
Subtotal 375 369 98 10.7 B
L 179 168 94 11.9 B
T 515 492 96 12.2 B
R 371 348 94 10.6 B
Subtotal 1,065 1,008 95 11.6 B
Total 2,404 2,345 98 10.0 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 235 241 103 8.8 A
T 191 189 99 9.9 A
R 45 44 98 5.9 A
Subtotal 471 474 101 9.0 A
L 10 12 123 9.2 A
T 255 249 98 9.0 A
R 265 252 95 6.1 A
Subtotal 530 513 97 7.6 A
L 105 105 100 9.2 A
T 434 420 97 8.0 A
R 140 132 94 11.1 B
Subtotal 679 657 97 8.8 A
L 118 116 98 9.5 A
T 428 418 98 9.5 A
R 10 10 103 6.7 A
Subtotal 556 544 98 9.4 A
Total 2,234 2,188 98 8.7 A
Intersection:Crowley Rd & 21st St
Type:Roundabout
Avg %Avg LOS
L 10 8 82 11.2 B
T 310 318 103 11.3 B
R 183 180 98 10.0 A
Subtotal 503 506 101 10.8 B
L 55 53 96 9.1 A
T 405 394 97 9.4 A
R 10 12 123 9.1 A
Subtotal 470 459 98 9.4 A
L 10 8 82 3.2 A
T 5 5 95 3.0 A
R 20 23 114 3.5 A
Subtotal 35 36 103 3.4 A
L 384 374 97 17.0 C
T 10 9 92 17.7 C
R 150 146 97 17.2 C
Subtotal 544 529 97 17.1 C
Total 1,551 1,530 99 12.4 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 100 94 94 97.6 F
T 201 199 99 20.2 C
R 15 16 107 18.3 B
Subtotal 316 309 98 43.6 D
L 15 13 87 27.9 C
T 154 153 100 19.1 B
R 639 618 97 19.9 B
Subtotal 808 784 97 19.9 B
L 212 212 100 23.6 C
T 220 225 102 9.5 A
R 55 53 96 8.5 A
Subtotal 487 490 101 15.5 B
L 10 9 92 16.7 B
T 220 218 99 22.5 C
R 50 51 101 15.6 B
Subtotal 280 278 99 21.0 C
Total 1,891 1,861 98 22.9 C
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 92 90 98 7.5 A
T 94 92 98 10.9 B
R 14 14 100 6.2 A
Subtotal 200 196 98 9.0 A
L 10 9 92 5.9 A
T 117 118 101 9.4 A
R 60 56 94 4.2 A
Subtotal 187 183 98 7.6 A
L 20 20 99 5.4 A
T 70 69 99 7.4 A
R 37 35 94 3.7 A
Subtotal 127 124 98 6.0 A
L 12 11 94 6.3 A
T 90 89 99 10.8 B
R 10 12 123 5.2 A
Subtotal 112 112 100 9.8 A
Total 625 615 98 8.2 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Roundabout
Avg %Avg LOS
L 331 323 98 6.1 A
T 69 70 101 6.4 A
Subtotal 400 393 98 6.2 A
L 14 12 86 20.0 C
T 27 25 93 19.2 C
R 175 174 99 16.5 C
Subtotal 216 211 98 17.0 C
L 90 86 96 3.8 A
T 114 114 100 6.1 A
R 130 134 103 3.8 A
Subtotal 334 334 100 4.6 A
T 255 247 97 15.6 C
R 20 21 104 11.7 B
Subtotal 275 268 97 15.3 C
Total 1,226 1,206 98 9.7 A
Intersection:52nd East & 1st St
Type:Signalized
Avg %Avg LOS
L 329 328 100 7.4 A
R 25 24 97 6.4 A
Subtotal 354 352 99 7.3 A
T 358 360 101 6.7 A
R 147 146 99 4.5 A
Subtotal 505 506 100 6.1 A
L 25 23 93 75.7 E
T 740 689 93 76.1 E
Subtotal 765 712 93 76.1 E
Total 1,624 1,570 97 38.8 D
Volume Served Delay/Veh (sec)
NB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 48 49 102 8.5 A
T 195 186 95 4.1 A
Subtotal 243 235 97 5.0 A
T 402 390 97 1.0 A
R 50 51 101 0.3 A
Subtotal 452 441 98 0.9 A
L 25 23 93 11.1 B
T 1 2 160 0.2 A
R 93 91 98 5.6 A
Subtotal 119 116 97 6.6 A
Total 814 792 97 3.0 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 50 51 101 8.2 A
R 10 11 113 4.5 A
Subtotal 60 62 103 7.5 A
T 166 159 96 0.7 A
R 15 14 93 0.2 A
Subtotal 181 173 96 0.7 A
L 10 8 82 2.2 A
T 401 389 97 1.1 A
Subtotal 411 397 97 1.1 A
Total 652 632 97 1.6 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 185 179 97 6.1 A
R 6 7 112 4.8 A
Subtotal 191 186 97 6.1 A
T 56 56 101 0.5 A
R 72 69 96 0.7 A
Subtotal 128 125 98 0.6 A
L 3 4 123 1.4 A
Subtotal 3 4 133 1.4 A
Total 322 315 98 3.9 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 129 128 99 0.8 A
R 29 28 97 0.6 A
Subtotal 158 156 99 0.8 A
L 74 70 95 2.1 A
T 98 98 100 0.7 A
Subtotal 172 168 98 1.3 AL6968987.0 A
R 195 193 99 5.1 A
Subtotal 264 261 99 5.6 A
Total 595 585 98 3.1 A
Volume Served Delay/Veh (sec)
NB
SB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St/Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 10 9 92 1.4 A
T 85 88 103 0.9 A
R 4 3 71 0.1 A
Subtotal 99 100 101 0.9 A
L 13 10 78 2.0 A
T 104 101 97 2.0 A
R 60 63 105 1.0 A
Subtotal 177 174 98 1.6 A
L 45 41 91 10.9 B
T 188 181 96 11.2 B
R 5 7 133 10.2 B
Subtotal 238 229 96 11.1 B
L 9 7 80 15.0 B
T 485 474 98 18.7 C
R 29 29 100 14.4 B
Subtotal 523 510 98 18.4 C
Total 1,036 1,013 98 12.2 B
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 20 18 89 6.1 A
R 129 127 98 4.0 A
Subtotal 149 145 97 4.3 A
L 47 43 91 1.6 A
T 128 126 98 0.5 A
Subtotal 175 169 97 0.8 A
T 63 60 96 0.7 A
R 8 7 90 0.3 A
Subtotal 71 67 94 0.7 A
Total 395 381 96 2.1 A
Volume Served Delay/Veh (sec)
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 3 3 92 4.1 A
R 42 41 98 3.0 A
Subtotal 45 44 98 3.1 A
L 20 19 94 1.3 A
T 28 27 97 0.6 A
Subtotal 48 46 96 0.9 A
T 28 25 89 0.3 A
R 1 2 200 0.1 A
Subtotal 29 27 93 0.3 A
Total 122 117 96 1.6 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 7 7 97 3.9 A
R 20 19 94 3.0 A
Subtotal 27 26 96 3.2 A
L 8 7 90 0.9 A
T 23 22 95 0.2 A
Subtotal 31 29 94 0.4 A
T 9 7 80 0.0 A
R 3 4 123 0.1 A
Subtotal 12 11 92 0.0 A
Total 70 66 94 1.4 A
Volume Served Delay/Veh (sec)
SB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 5 5 95 4.1 AT1110935.2 A
R 5 6 114 2.5 A
Subtotal 21 21 100 4.2 A
L 2 2 100 3.3 A
T 5 5 95 4.5 A
R 5 6 114 2.8 A
Subtotal 12 13 108 3.5 A
L 3 4 123 1.7 A
T 15 13 88 0.1 A
R 3 3 92 0.4 A
Subtotal 21 20 95 0.5 A
L 10 9 92 1.7 A
T 25 23 93 0.5 A
R 3 4 123 0.5 A
Subtotal 38 36 95 0.8 A
Total 93 90 97 1.9 A
Intersection:Southeast Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 2 2 100 1.3 A
T 15 14 93 0.2 A
R 5 6 114 0.1 A
Subtotal 22 22 100 0.3 A
L 2 1 50 2.7 A
T 18 18 103 0.5 A
R 3 3 92 0.6 A
Subtotal 23 22 96 0.6 A
L 15 14 93 4.3 AT561145.0 A
R 2 2 100 3.3 A
Subtotal 22 22 100 4.4 A
L 20 19 94 4.9 A
T 120 122 101 0.9 A
R 3 3 92 3.9 A
Subtotal 143 144 101 1.5 A
Total 211 210 99 1.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 55 54 98 5.3 AT3028935.9 A
R 5 6 114 3.9 A
Subtotal 90 88 98 5.4 A
L 5 5 95 4.9 A
T 34 35 101 1.0 A
R 5 5 95 3.4 A
Subtotal 44 45 102 1.7 A
L 3 2 62 2.2 A
T 86 85 98 0.4 A
R 10 9 92 0.3 A
Subtotal 99 96 97 0.4 A
L 8 9 116 3.1 A
T 113 110 98 1.3 A
R 10 10 103 1.2 A
Subtotal 131 129 98 1.4 A
Total 365 358 98 2.2 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
L 67 64 95 2.8 A
T 34 31 91 3.1 A
R 11 12 112 2.5 A
Subtotal 112 107 96 2.9 A
L 10 10 103 3.7 A
T 51 49 96 4.1 A
R 247 247 100 4.0 A
Subtotal 308 306 99 4.0 A
L 95 88 93 4.8 A
T 93 90 97 4.6 A
R 17 16 94 4.7 A
Subtotal 205 194 95 4.7 A
L 44 42 96 3.2 A
T 174 168 97 3.4 A
R 5 5 95 2.7 A
Subtotal 223 215 96 3.3 A
Total 848 822 97 3.8 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SE
NE
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NW
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:55th East & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
T 119 107 90 0.7 A
R 15 16 107 0.6 A
Subtotal 134 123 92 0.7 A
L 30 29 97 2.4 A
T 275 275 100 0.8 A
Subtotal 305 304 100 1.0 A
L 30 28 93 6.9 A
R 65 68 105 4.1 A
Subtotal 95 96 101 4.9 A
Total 534 523 98 1.6 A
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 61 53 87 2.7 A
T 84 86 102 3.0 A
R 10 9 92 2.7 A
Subtotal 155 148 95 2.9 A
L 73 74 102 3.8 A
T 101 103 102 4.4 A
R 61 61 100 3.7 A
Subtotal 235 238 101 4.0 A
L 17 16 94 3.5 A
T 58 56 97 3.0 A
R 28 25 90 2.8 A
Subtotal 103 97 94 3.0 A
L 65 68 105 4.2 A
T 112 117 104 4.4 A
R 146 150 103 4.0 A
Subtotal 323 335 104 4.2 A
Total 816 818 100 3.8 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Morning Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 60 66 110 9.2 AT7976969.4 A
R 15 15 100 6.2 A
Subtotal 154 157 102 9.0 A
L 34 33 97 7.8 A
T 51 50 98 8.6 A
R 22 24 108 6.4 A
Subtotal 107 107 100 7.9 A
L 15 13 87 3.1 A
T 98 100 103 1.2 A
R 20 20 99 1.0 A
Subtotal 133 133 100 1.4 A
L 60 60 100 2.2 A
T 185 186 101 0.7 A
R 31 34 110 0.5 A
Subtotal 276 280 101 1.0 A
Total 669 677 101 4.0 A
SB
EB
WB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 200 190 95 60.7 E
T 1,051 1,041 99 32.5 C
R 165 166 100 29.2 C
Subtotal 1,416 1,397 99 35.9 D
L 162 161 99 52.8 D
T 822 826 100 37.5 D
R 100 98 98 11.2 B
Subtotal 1,084 1,085 100 37.4 D
L 90 90 100 49.1 D
T 1,025 1,043 102 52.8 D
R 375 384 102 38.9 D
Subtotal 1,490 1,517 102 49.1 D
L 80 71 89 75.3 E
T 662 607 92 26.5 C
R 46 42 92 14.8 B
Subtotal 788 720 91 30.6 C
Total 4,778 4,719 99 39.7 D
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 215 208 97 47.0 D
T 1,175 1,164 99 41.4 D
R 286 280 98 32.8 C
Subtotal 1,676 1,652 99 40.6 D
L 117 114 98 110.4 F
T 1,110 1,124 101 27.1 C
R 75 74 99 18.2 B
Subtotal 1,302 1,312 101 33.8 C
L 115 118 103 67.9 E
T 669 658 98 57.1 E
R 205 204 100 20.9 C
Subtotal 989 980 99 50.9 D
L 176 158 90 86.5 F
T 564 526 93 57.5 E
R 126 119 95 51.4 D
Subtotal 866 803 93 62.3 E
Total 4,833 4,747 98 44.8 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 290 280 97 78.1 E
T 930 917 99 51.7 D
R 557 556 100 33.7 C
Subtotal 1,777 1,753 99 50.2 D
L 295 285 97 135.1 F
T 770 765 99 60.2 E
R 235 233 99 26.5 C
Subtotal 1,300 1,283 99 70.7 E
L 385 391 101 70.5 E
T 906 887 98 76.3 E
R 285 291 102 32.2 C
Subtotal 1,576 1,569 100 66.7 E
L 443 404 91 100.5 F
T 637 593 93 57.9 E
R 230 219 95 25.8 C
Subtotal 1,310 1,216 93 66.3 E
Total 5,964 5,821 98 62.7 E
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 330 328 99 67.1 E
T 666 673 101 50.3 D
R 298 297 100 30.5 C
Subtotal 1,294 1,298 100 50.0 D
L 417 404 97 68.7 E
T 786 755 96 48.5 D
R 290 290 100 25.3 C
Subtotal 1,493 1,449 97 49.5 D
L 435 423 97 78.4 E
T 1,031 1,028 100 57.1 E
R 410 409 100 30.6 C
Subtotal 1,876 1,860 99 56.1 E
L 203 198 98 87.1 F
T 698 656 94 51.8 D
R 297 281 95 26.9 C
Subtotal 1,198 1,135 95 51.8 D
Total 5,861 5,742 98 52.3 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 95 81 85 34.5 C
T 625 550 88 24.6 C
R 195 174 89 19.8 B
Subtotal 915 805 88 24.6 C
L 28 27 96 33.0 C
T 610 616 101 19.5 B
R 290 298 103 5.7 A
Subtotal 928 941 101 15.5 B
L 220 213 97 40.1 D
T 898 863 96 50.4 D
R 265 259 98 33.5 C
Subtotal 1,383 1,335 97 45.5 D
L 100 80 80 32.0 C
T 401 342 85 16.2 B
R 80 66 82 3.9 A
Subtotal 581 488 84 17.1 B
Total 3,807 3,569 94 29.4 C
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 95 87 91 45.0 D
T 540 504 93 41.4 D
R 145 135 93 33.0 C
Subtotal 780 726 93 40.3 D
L 195 155 80 189.2 F
T 663 646 97 36.7 D
R 125 123 99 15.2 B
Subtotal 983 924 94 59.4 E
L 205 145 71 250.3 F
T 797 614 77 232.6 F
R 130 117 90 75.0 E
Subtotal 1,132 876 77 214.5 F
L 150 131 87 48.7 D
T 501 452 90 24.8 C
R 108 93 86 11.8 B
Subtotal 759 676 89 27.6 C
Total 3,653 3,202 88 100.3 F
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 70 72 103 33.5 C
T 560 535 96 24.0 C
R 76 77 101 14.5 B
Subtotal 706 684 97 23.9 C
L 420 402 96 46.9 D
T 525 506 96 24.5 C
R 190 190 100 13.3 B
Subtotal 1,135 1,098 97 30.8 C
L 140 142 101 44.3 D
T 1,457 1,425 98 23.2 C
R 160 161 100 18.9 B
Subtotal 1,757 1,728 98 24.5 C
L 151 128 85 39.2 D
T 645 555 86 28.0 C
R 295 256 87 22.9 C
Subtotal 1,091 939 86 28.1 C
Total 4,689 4,449 95 26.8 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 140 140 100 31.7 C
T 221 227 103 26.9 C
R 35 36 102 16.3 B
Subtotal 396 403 102 27.6 C
L 125 118 95 40.9 D
T 457 438 96 19.3 B
R 255 236 93 14.5 B
Subtotal 837 792 95 21.1 C
L 370 351 95 46.7 D
T 1,249 1,227 98 34.4 C
R 190 182 96 35.0 C
Subtotal 1,809 1,760 97 36.9 D
L 26 27 103 39.7 D
T 626 585 93 23.8 C
R 115 110 96 18.4 B
Subtotal 767 722 94 23.6 C
Total 3,808 3,677 97 30.0 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 266 187 70 14.2 B
T 548 396 72 13.1 B
R 130 95 73 13.6 B
Subtotal 944 678 72 13.5 B
L 15 15 98 15.2 C
T 384 380 99 18.9 C
R 80 79 99 16.6 C
Subtotal 479 474 99 18.4 C
L 135 109 81 384.4 F
T 526 442 84 242.9 F
R 451 356 79 389.8 F
Subtotal 1,112 907 82 317.6 F
L 90 80 89 11.6 B
T 184 176 96 15.1 C
R 25 27 107 11.0 B
Subtotal 299 283 95 13.7 B
Total 2,835 2,342 83 144.6 F
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 85 53 62 373.0 F
T 460 294 64 373.3 F
R 245 164 67 358.5 F
Subtotal 790 511 65 368.5 F
L 390 318 81 186.1 F
T 447 363 81 136.4 F
R 95 78 82 187.8 F
Subtotal 932 759 81 162.5 F
L 190 118 62 698.5 F
T 826 537 65 517.9 F
R 100 60 60 715.4 F
Subtotal 1,116 715 64 564.3 F
L 126 100 80 43.2 E
T 284 253 89 45.4 E
R 294 266 90 43.7 E
Subtotal 704 619 88 44.3 E
Total 3,544 2,604 73 303.4 F
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 245 194 79 105.4 F
T 452 360 80 104.5 F
R 113 94 83 103.6 F
Subtotal 810 648 80 104.6 F
L 10 7 70 12.8 B
T 270 208 77 14.5 B
R 295 229 78 12.7 B
Subtotal 575 444 77 13.5 B
L 290 216 74 421.3 F
T 754 619 82 265.9 F
R 325 298 92 123.3 F
Subtotal 1,369 1,133 83 258.0 F
L 81 66 81 11.4 B
T 272 234 86 13.2 B
R 10 10 100 11.9 B
Subtotal 363 310 85 12.8 B
Total 3,117 2,535 81 157.6 F
Intersection:Crowley Rd & 21st St
Type:Roundabout
Avg %Avg LOS
L 20 15 74 325.8 F
T 608 481 79 316.5 F
R 441 340 77 322.9 F
Subtotal 1,069 836 78 319.3 F
L 175 148 84 13.8 B
T 486 410 84 15.9 C
R 15 12 79 16.0 C
Subtotal 676 570 84 15.4 C
L 15 15 98 4.6 A
T 10 10 100 4.4 A
R 15 16 105 4.2 A
Subtotal 40 41 103 4.4 A
L 274 262 96 11.6 B
T 10 10 100 14.0 B
R 185 172 93 11.7 B
Subtotal 469 444 95 11.7 B
Total 2,255 1,891 84 160.4 F
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 60 66 110 52.5 D
T 204 210 103 38.9 D
R 50 52 105 24.0 C
Subtotal 314 328 104 39.3 D
L 70 65 93 52.7 D
T 302 266 88 21.8 C
R 403 351 87 13.3 B
Subtotal 775 682 88 20.4 C
L 755 669 89 149.0 F
T 380 345 91 104.1 F
R 80 75 94 123.8 F
Subtotal 1,215 1,089 90 133.0 F
L 65 61 94 15.8 B
T 195 194 100 41.5 D
R 60 63 105 30.2 C
Subtotal 320 318 99 34.3 C
Total 2,624 2,417 92 78.0 E
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 54 43 80 6.7 A
T 112 83 74 9.1 A
R 17 13 75 5.8 A
Subtotal 183 139 76 8.0 A
L 15 14 92 5.7 A
T 94 100 106 9.0 A
R 50 46 92 4.0 A
Subtotal 159 160 101 7.3 A
L 55 43 79 7.5 A
T 260 205 79 7.6 A
R 86 64 74 6.2 A
Subtotal 401 312 78 7.3 A
L 14 16 112 6.2 A
T 105 104 99 11.5 B
R 15 15 98 4.2 A
Subtotal 134 135 101 10.1 A
Total 878 746 85 7.9 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 221 189 86 27.3 D
T 47 42 90 24.2 C
Subtotal 268 231 86 26.7 D
L 37 33 90 20.1 C
T 84 82 97 23.9 C
R 75 66 88 16.4 C
Subtotal 196 181 92 20.5 C
L 120 85 71 5.8 A
T 404 286 71 6.1 A
R 340 236 69 3.7 A
Subtotal 864 607 70 5.1 A
T 244 227 93 1.6 A
R 17 14 81 0.7 A
Subtotal 261 241 92 1.5 A
Total 1,589 1,260 79 10.6 B
Intersection:52nd East & 1st St
Type:Unsignalized
Avg %Avg LOS
L 189 167 88 63.8 F
R 40 36 91 48.5 E
Subtotal 229 203 89 61.1 F
T 852 586 69 10.3 B
R 286 199 70 8.1 A
Subtotal 1,138 785 69 9.7 A
L 25 20 79 7.1 A
T 518 467 90 2.2 A
Subtotal 543 487 90 2.4 A
Total 1,909 1,475 77 14.5 B
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 109 85 78 7.8 A
T 518 412 80 4.7 A
Subtotal 627 497 79 5.2 A
T 333 314 94 1.0 A
R 65 65 100 0.3 A
Subtotal 398 379 95 0.9 A
L 40 33 83 12.2 B
T 2 2 133 0.2 A
R 67 60 90 4.3 A
Subtotal 109 95 87 7.0 A
Total 1,133 971 86 3.7 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 35 32 91 8.4 A
R 15 15 98 4.2 A
Subtotal 50 47 94 7.1 A
T 393 313 80 1.1 A
R 45 39 87 0.4 A
Subtotal 438 352 80 1.0 A
L 10 8 80 2.4 A
T 362 346 96 0.9 A
Subtotal 372 354 95 0.9 A
Total 860 753 88 1.4 A
Volume Served Delay/Veh (sec)
EB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 121 105 87 5.6 A
R 6 5 83 4.4 A
Subtotal 127 110 87 5.5 A
T 250 185 74 1.7 A
R 188 132 70 2.1 A
Subtotal 438 317 72 1.9 A
L 12 15 122 1.5 A
Subtotal 12 15 125 1.5 A
Total 576 442 77 2.8 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 139 120 86 0.7 A
R 77 63 82 0.8 A
Subtotal 216 183 85 0.7 A
L 196 141 72 2.3 A
T 116 78 68 0.9 A
Subtotal 312 219 70 1.8 A
L 46 38 83 6.7 A
R 130 113 87 4.2 A
Subtotal 176 151 86 4.8 A
Total 703 553 79 2.3 A
Volume Served Delay/Veh (sec)
NB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St/Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 10 8 80 1.6 A
T 153 135 88 0.9 A
R 12 11 90 0.4 A
Subtotal 175 154 88 0.9 A
L 35 30 85 2.1 A
T 91 82 90 1.5 A
R 35 36 102 0.8 A
Subtotal 161 148 92 1.5 A
L 45 35 78 13.4 B
T 498 388 78 14.3 B
R 10 8 80 11.0 B
Subtotal 553 431 78 14.2 B
L 6 4 67 12.1 B
T 317 268 84 10.0 A
R 19 16 83 6.9 A
Subtotal 342 288 84 9.9 A
Total 1,232 1,021 83 9.1 A
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 14 11 77 6.0 A
T 12 10 83 0.3 A
R 86 70 81 3.7 A
Subtotal 112 91 81 3.6 A
L 125 99 79 2.0 A
T 283 228 81 0.9 A
Subtotal 408 327 80 1.2 A
T 42 37 89 0.6 A
R 22 20 90 0.2 A
Subtotal 64 57 89 0.5 A
Total 584 475 81 1.6 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 2 1 50 4.9 A
R 27 24 88 2.9 A
Subtotal 29 25 86 3.0 A
L 52 42 81 1.5 A
T 34 28 81 0.9 A
Subtotal 86 70 81 1.3 A
T 36 33 90 0.2 A
R 3 3 100 0.2 A
Subtotal 39 36 92 0.2 A
Total 155 131 85 1.3 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 5 3 60 5.1 A
R 14 13 91 3.0 A
Subtotal 19 16 84 3.4 A
L 20 15 74 1.2 A
T 16 14 86 0.3 A
Subtotal 36 29 81 0.8 A
T 25 24 95 0.3 A
R 8 9 112 0.0 A
Subtotal 33 33 100 0.2 A
Total 89 78 88 1.1 A
Volume Served Delay/Veh (sec)
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 5 4 80 4.9 A
T 17 16 93 4.8 A
R 12 11 90 2.8 A
Subtotal 34 31 91 4.1 A
L 2 1 50 5.1 A
T 9 7 78 5.0 A
R 5 4 80 2.6 A
Subtotal 16 12 75 4.2 A
L 5 3 60 1.2 A
T 45 38 85 0.2 A
R 5 5 100 0.2 A
Subtotal 55 46 84 0.3 A
L 5 4 80 1.4 A
T 27 19 70 0.1 A
R 5 4 80 0.1 A
Subtotal 37 27 73 0.3 A
Total 142 116 81 1.7 A
Intersection:Southeast Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 2 1 50 1.7 A
T 26 22 84 0.2 A
R 20 18 89 0.5 A
Subtotal 48 41 85 0.4 A
L 2 1 50 3.0 A
T 66 51 78 1.0 A
R 3 2 67 1.3 A
Subtotal 71 54 76 1.0 A
L 10 8 80 4.0 A
T 15 14 92 1.6 A
R 2 1 50 3.7 A
Subtotal 27 23 85 2.5 A
L 5 2 40 6.0 A
T 273 211 77 1.0 A
R 5 3 60 3.3 A
Subtotal 283 216 76 1.1 A
Total 429 334 78 1.1 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 35 29 82 5.1 A
T 5 4 80 6.2 A
R 8 8 100 3.0 A
Subtotal 48 41 85 4.8 A
L 10 8 80 4.6 A
T 80 68 85 2.6 A
R 5 3 60 3.4 A
Subtotal 95 79 83 2.8 A
L 5 4 80 1.6 A
T 217 174 80 0.6 A
R 30 24 79 0.5 A
Subtotal 252 202 80 0.6 A
L 5 3 60 3.7 A
T 156 116 74 1.2 A
R 5 3 60 1.4 A
Subtotal 166 122 73 1.3 A
Total 562 444 79 1.6 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
L 46 40 87 3.8 A
T 95 81 85 3.6 A
R 45 39 87 3.4 A
Subtotal 186 160 86 3.6 A
L 5 4 80 2.7 A
T 30 24 79 3.1 A
R 166 140 84 2.8 A
Subtotal 201 168 84 2.8 A
L 220 169 77 5.1 A
T 256 202 79 4.7 A
R 70 60 86 5.3 A
Subtotal 546 431 79 4.9 A
L 12 9 73 2.8 A
T 120 95 79 3.2 A
R 12 9 73 2.7 A
Subtotal 144 113 78 3.1 A
Total 1,077 872 81 4.0 A
Volume Served Delay/Veh (sec)
NW
SE
NE
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
T 297 230 77 0.9 A
R 30 28 93 0.7 A
Subtotal 327 258 79 0.9 A
L 65 50 77 2.9 A
T 150 121 81 0.9 A
Subtotal 215 171 80 1.5 A
L 15 12 79 5.8 A
R 60 58 97 3.9 A
Subtotal 75 70 93 4.2 A
Total 618 499 81 1.6 A
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 34 26 76 3.4 A
T 170 139 82 1.8 A
R 104 85 82 3.2 A
Subtotal 308 250 81 2.4 A
L 155 115 74 4.2 A
T 234 176 75 2.5 A
R 23 17 73 4.0 A
Subtotal 412 308 75 3.2 A
L 55 40 73 3.5 A
T 131 97 74 3.0 A
R 87 68 78 3.5 A
Subtotal 273 205 75 3.3 A
L 15 14 92 2.8 A
T 109 100 92 3.2 A
R 75 68 91 3.0 A
Subtotal 199 182 91 3.1 A
Total 1,192 945 79 3.0 A
Volume Served Delay/Veh (sec)
NB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 23 17 73 7.3 A
T 105 86 82 4.3 A
R 60 48 80 5.3 A
Subtotal 188 151 80 5.0 A
L 32 23 71 6.5 A
T 150 110 73 4.4 A
R 17 14 81 4.9 A
Subtotal 199 147 74 4.8 A
L 20 14 69 3.3 A
T 262 201 77 1.5 A
R 70 51 73 1.4 A
Subtotal 352 266 76 1.6 A
L 15 13 85 2.5 A
T 109 103 95 0.5 A
R 34 35 102 0.3 A
Subtotal 158 151 96 0.6 A
Total 899 715 80 2.8 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
Approach Movement Demand
Volume
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 200 201 101 61.2 E
T 1,051 1,027 98 32.3 C
R 165 159 96 28.3 C
Subtotal 1,416 1,387 98 36.0 D
L 162 158 97 50.8 D
T 822 830 101 38.4 D
R 100 103 103 12.8 B
Subtotal 1,084 1,091 101 37.8 D
L 90 89 99 48.3 D
T 1,025 1,030 100 52.5 D
R 375 382 102 38.0 D
Subtotal 1,490 1,501 101 48.6 D
L 80 72 90 81.7 F
T 662 648 98 25.2 C
R 46 42 92 15.1 B
Subtotal 788 762 97 30.0 C
Total 4,778 4,741 99 39.4 D
Intersection:Hitt Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 215 207 96 47.3 D
T 1,175 1,156 98 43.8 D
R 286 284 99 34.4 C
Subtotal 1,676 1,647 98 42.6 D
L 117 108 93 94.8 F
T 1,110 1,122 101 29.1 C
R 75 70 93 20.0 B
Subtotal 1,302 1,300 100 34.1 C
L 115 116 101 68.9 E
T 669 662 99 56.2 E
R 205 207 101 19.5 B
Subtotal 989 985 100 50.0 D
L 176 171 97 88.1 F
T 564 553 98 57.9 E
R 126 124 99 51.3 D
Subtotal 866 848 98 63.0 E
Total 4,833 4,780 99 45.7 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hitt Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 290 290 100 82.7 F
T 930 933 100 52.8 D
R 557 554 100 34.7 C
Subtotal 1,777 1,777 100 52.0 D
L 295 288 98 134.5 F
T 770 775 101 59.4 E
R 235 232 99 28.4 C
Subtotal 1,300 1,295 100 70.5 E
L 385 370 96 75.6 E
T 906 907 100 94.7 F
R 285 291 102 46.5 D
Subtotal 1,576 1,568 99 81.2 F
L 443 420 95 105.2 F
T 637 627 98 60.1 E
R 230 219 95 26.5 C
Subtotal 1,310 1,266 97 69.2 E
Total 5,964 5,906 99 67.7 E
Intersection:Hitt Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 330 334 101 70.9 E
T 666 686 103 50.3 D
R 298 293 98 30.3 C
Subtotal 1,294 1,313 101 51.1 D
L 417 411 99 70.5 E
T 786 771 98 48.5 D
R 290 290 100 27.2 C
Subtotal 1,493 1,472 99 50.4 D
L 435 425 98 78.8 E
T 1,031 1,036 100 61.2 E
R 410 418 102 33.4 C
Subtotal 1,876 1,879 100 59.0 E
L 203 192 95 85.4 F
T 698 680 97 53.9 D
R 297 286 96 28.3 C
Subtotal 1,198 1,158 97 52.8 D
Total 5,861 5,822 99 53.8 D
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & Lincoln Rd
Type:Signalized
Avg %Avg LOS
L 95 86 90 36.3 D
T 625 623 100 26.0 C
R 195 178 91 15.9 B
Subtotal 915 887 97 25.0 C
L 28 27 96 35.9 D
T 610 599 98 22.1 C
R 290 290 100 6.3 A
Subtotal 928 916 99 17.5 B
L 220 221 100 30.7 C
T 898 891 99 30.1 C
R 265 265 100 23.3 C
Subtotal 1,383 1,377 100 28.9 C
L 100 99 99 35.8 D
T 401 389 97 15.3 B
R 80 75 94 4.4 A
Subtotal 581 563 97 17.5 B
Total 3,807 3,743 98 23.5 C
Intersection:Ammon Rd & 1st St
Type:Signalized
Avg %Avg LOS
L 95 92 97 30.9 C
T 540 531 98 28.6 C
R 145 142 98 15.4 B
Subtotal 780 765 98 26.4 C
L 195 192 99 32.8 C
T 663 650 98 22.8 C
R 125 124 99 13.3 B
Subtotal 983 966 98 23.6 C
L 205 194 95 32.2 C
T 797 781 98 29.2 C
R 130 132 102 17.7 B
Subtotal 1,132 1,107 98 28.4 C
L 150 144 96 33.7 C
T 501 497 99 22.7 C
R 108 104 97 8.2 A
Subtotal 759 745 98 22.8 C
Total 3,653 3,583 98 25.5 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Ammon Rd & 17th St
Type:Signalized
Avg %Avg LOS
L 70 67 96 39.2 D
T 560 560 100 28.3 C
R 76 80 105 15.4 B
Subtotal 706 707 100 27.9 C
L 420 413 98 51.9 D
T 525 520 99 25.2 C
R 190 184 97 12.0 B
Subtotal 1,135 1,117 98 32.9 C
L 140 140 100 46.6 D
T 1,457 1,443 99 23.2 C
R 160 165 103 19.5 B
Subtotal 1,757 1,748 99 24.7 C
L 151 146 97 44.3 D
T 645 631 98 29.7 C
R 295 287 97 26.5 C
Subtotal 1,091 1,064 98 30.8 C
Total 4,689 4,636 99 28.6 C
Intersection:Ammon Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 140 136 97 34.8 C
T 221 229 104 27.6 C
R 35 36 102 16.1 B
Subtotal 396 401 101 29.0 C
L 125 126 101 37.6 D
T 457 451 99 20.6 C
R 255 249 98 15.9 B
Subtotal 837 826 99 21.8 C
L 370 366 99 42.5 D
T 1,249 1,252 100 28.9 C
R 190 192 101 27.8 C
Subtotal 1,809 1,810 100 31.5 C
L 26 25 95 39.3 D
T 626 601 96 24.9 C
R 115 115 100 18.0 B
Subtotal 767 741 97 24.3 C
Total 3,808 3,778 99 27.7 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Lincoln Rd
Type:Roundabout
Avg %Avg LOS
L 266 256 96 12.0 B
T 548 534 97 9.4 A
R 130 130 100 9.5 A
Subtotal 944 920 97 10.1 B
L 15 16 105 20.7 C
T 384 381 99 22.5 C
R 80 81 101 5.8 A
Subtotal 479 478 100 19.6 C
L 135 136 101 25.4 D
T 526 516 98 16.3 C
R 451 436 97 15.0 B
Subtotal 1,112 1,088 98 16.9 C
L 90 93 103 18.4 C
T 184 179 97 22.2 C
R 25 28 111 15.4 C
Subtotal 299 300 100 20.4 C
Total 2,835 2,786 98 15.5 C
Intersection:Crowley Rd & 1st St
Type:Roundabout
Avg %Avg LOS
L 85 82 96 29.2 D
T 460 451 98 23.2 C
R 245 240 98 19.1 C
Subtotal 790 773 98 22.6 C
L 390 382 98 7.1 A
T 447 442 99 7.7 A
R 95 92 97 7.9 A
Subtotal 932 916 98 7.5 A
L 190 188 99 30.9 D
T 826 809 98 16.4 C
R 100 93 93 19.7 C
Subtotal 1,116 1,090 98 19.2 C
L 126 126 100 14.4 B
T 284 273 96 14.2 B
R 294 286 97 11.5 B
Subtotal 704 685 97 13.1 B
Total 3,544 3,464 98 15.7 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & 17th St
Type:Roundabout
Avg %Avg LOS
L 245 240 98 17.4 C
T 459 449 98 13.9 B
R 113 104 92 11.8 B
Subtotal 817 793 97 14.7 B
L 10 10 100 8.5 A
T 270 263 97 11.1 B
R 295 290 98 5.5 A
Subtotal 575 563 98 8.2 A
L 290 290 100 14.9 B
T 754 744 99 13.4 B
R 325 324 100 17.2 C
Subtotal 1,369 1,358 99 14.6 B
L 81 74 91 11.3 B
T 272 263 97 10.2 B
R 10 10 100 6.7 A
Subtotal 363 347 96 10.3 B
Total 3,124 3,061 98 13.0 B
Intersection:Crowley Rd & 21st St
Type:Roundabout
Avg %Avg LOS
L 20 20 99 40.0 E
T 618 599 97 41.9 E
R 441 440 100 16.4 C
Subtotal 1,079 1,059 98 31.3 D
L 175 170 97 14.5 B
T 491 476 97 14.7 B
R 15 16 105 16.1 C
Subtotal 681 662 97 14.7 B
L 15 14 92 4.4 A
T 10 10 100 4.4 A
R 15 17 111 3.9 A
Subtotal 40 41 103 4.2 A
L 274 266 97 16.5 C
T 15 16 107 11.4 B
R 185 184 100 16.3 C
Subtotal 474 466 98 16.2 C
Total 2,275 2,228 98 22.9 C
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Crowley Rd & Sunnyside Rd
Type:Signalized
Avg %Avg LOS
L 60 60 100 81.5 F
T 204 203 100 42.2 D
R 50 47 94 29.1 C
Subtotal 314 310 99 47.8 D
L 70 66 94 73.1 E
T 307 301 98 28.2 C
R 403 385 96 16.8 B
Subtotal 780 752 96 26.3 C
L 755 748 99 42.8 D
T 380 388 102 20.2 C
R 80 79 99 23.0 C
Subtotal 1,215 1,215 100 34.3 C
L 65 69 106 50.2 D
T 195 189 97 56.6 E
R 60 64 107 43.7 D
Subtotal 320 322 101 52.7 D
Total 2,629 2,599 99 35.9 D
Intersection:55th East & Lincoln Rd
Type:All-way Stop Controlled
Avg %Avg LOS
L 54 52 97 8.1 A
T 112 113 101 10.0 A
R 17 20 116 5.1 A
Subtotal 183 185 101 8.9 A
L 15 12 79 5.9 A
T 94 91 97 9.1 A
R 50 48 96 3.9 A
Subtotal 159 151 95 7.2 A
L 55 53 97 9.3 A
T 260 253 97 7.8 A
R 86 84 97 7.0 A
Subtotal 401 390 97 7.8 A
L 14 15 105 7.8 A
T 105 110 105 11.7 B
R 15 16 105 5.6 A
Subtotal 134 141 105 10.6 B
Total 878 867 99 8.4 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & 1st St
Type:Roundabout
Avg %Avg LOS
L 221 219 99 6.1 A
T 47 48 103 5.9 A
Subtotal 268 267 100 6.1 A
L 37 34 93 7.5 A
T 84 83 99 9.0 A
R 75 76 101 8.1 A
Subtotal 196 193 98 8.4 A
L 120 120 100 16.6 C
T 404 399 99 18.3 C
R 340 333 98 16.3 C
Subtotal 864 852 99 17.3 C
T 244 231 95 7.0 A
R 17 17 99 4.4 A
Subtotal 261 248 95 6.8 A
Total 1,589 1,560 98 12.6 B
Intersection:52nd East & 1st St
Type:Signalized
Avg %Avg LOS
L 189 187 99 24.6 C
R 40 42 106 20.0 B
Subtotal 229 229 100 23.8 C
T 852 843 99 12.6 B
R 286 278 97 5.5 A
Subtotal 1,138 1,121 99 10.8 B
L 25 20 79 26.9 C
T 518 507 98 6.5 A
Subtotal 543 527 97 7.3 A
Total 1,909 1,877 98 11.5 B
Volume Served Delay/Veh (sec)
NB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & 52nd East
Type:Unsignalized
Avg %Avg LOS
L 109 106 97 11.2 B
T 521 517 99 7.9 A
Subtotal 630 623 99 8.5 A
T 333 327 98 1.1 A
R 65 66 102 0.3 A
Subtotal 398 393 99 1.0 A
L 40 42 106 21.3 C
T 2 1 67 0.3 A
R 67 67 100 9.1 A
Subtotal 109 110 101 13.7 B
Total 1,136 1,126 99 6.4 A
Intersection:Fieldstone Dr & 21st St
Type:Unsignalized
Avg %Avg LOS
L 35 36 102 10.2 B
R 15 15 98 7.3 A
Subtotal 50 51 102 9.3 A
T 393 391 99 1.6 A
R 45 47 105 0.5 A
Subtotal 438 438 100 1.5 A
L 10 8 80 3.2 A
T 362 357 99 1.0 A
Subtotal 372 365 98 1.0 A
Total 860 854 99 1.8 A
Volume Served Delay/Veh (sec)
NB
EB
WB
WB
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
EB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & 1st St
Type:Unsignalized
Avg %Avg LOS
L 121 116 96 6.0 A
R 6 7 117 4.3 A
Subtotal 127 123 97 5.9 A
T 250 242 97 1.0 A
R 188 186 99 1.7 A
Subtotal 438 428 98 1.3 A
L 12 12 98 1.8 A
Subtotal 12 12 100 1.8 A
Total 576 563 98 2.3 A
Intersection:52nd East & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
T 139 133 96 0.8 A
R 77 75 97 0.9 A
Subtotal 216 208 96 0.8 A
L 196 189 97 3.2 A
T 116 111 95 1.4 A
Subtotal 312 300 96 2.5 A
L 46 43 94 7.7 A
R 130 131 101 5.0 A
Subtotal 176 174 99 5.7 A
Total 704 682 97 2.8 A
Volume Served Delay/Veh (sec)
NB
SB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:52nd East & 17th St/Hillside Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 10 11 110 1.7 A
T 153 148 97 1.1 A
R 12 14 114 0.7 A
Subtotal 175 173 99 1.1 A
L 35 33 94 2.6 A
T 91 94 103 1.7 A
R 35 34 96 1.0 A
Subtotal 161 161 100 1.7 A
L 45 46 103 24.3 C
T 498 480 96 25.1 D
R 10 10 100 23.9 C
Subtotal 553 536 97 25.0 C
L 6 5 83 9.8 A
T 317 305 96 12.4 B
R 19 17 88 8.9 A
Subtotal 342 327 96 12.2 B
Total 1,232 1,197 97 15.0 B
Intersection:21st St & 55th East
Type:Unsignalized
Avg %Avg LOS
L 14 11 77 6.2 A
T 12 11 92 0.3 A
R 86 80 93 4.0 A
Subtotal 112 102 91 3.8 A
L 125 124 99 2.4 A
T 283 280 99 1.2 A
Subtotal 408 404 99 1.6 A
T 42 39 94 0.7 A
R 22 21 94 0.2 A
Subtotal 64 60 94 0.5 A
Total 584 566 97 1.9 A
Volume Served Delay/Veh (sec)
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:21st St & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 2 2 100 5.0 A
R 27 25 92 2.9 A
Subtotal 29 27 93 3.1 A
L 52 50 97 1.7 A
T 34 36 104 1.0 A
Subtotal 86 86 100 1.4 A
T 36 34 93 0.2 A
R 3 4 133 0.1 A
Subtotal 39 38 97 0.2 A
Total 155 151 97 1.4 A
Intersection:21st St & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 5 4 80 4.4 A
R 14 13 91 3.4 A
Subtotal 19 17 89 3.6 A
L 20 20 99 1.2 A
T 16 17 105 0.5 A
Subtotal 36 37 103 0.9 A
T 25 25 99 0.2 A
R 8 10 125 0.1 A
Subtotal 33 35 106 0.2 A
Total 89 89 100 1.2 A
Volume Served Delay/Veh (sec)
SB
EB
WB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
SB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Gardner Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 5 5 100 4.2 A
T 17 18 104 5.0 A
R 12 12 98 2.8 A
Subtotal 34 35 103 4.1 A
L 2 1 50 4.9 A
T 9 8 89 5.1 A
R 5 5 100 2.9 A
Subtotal 16 14 88 4.3 A
L 5 4 80 2.2 A
T 45 45 101 0.1 A
R 5 5 100 0.1 A
Subtotal 55 54 98 0.3 A
L 5 4 80 2.0 A
T 27 24 88 0.2 A
R 5 5 100 0.1 A
Subtotal 37 33 89 0.4 A
Total 142 136 95 1.7 A
Intersection:Southeast Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 2 2 100 1.7 A
T 26 26 99 0.2 A
R 20 20 99 0.2 A
Subtotal 48 48 100 0.3 A
L 2 1 50 3.0 A
T 66 61 93 1.0 A
R 3 3 100 1.1 A
Subtotal 71 65 92 1.0 A
L 10 10 100 3.9 A
T 15 14 92 1.4 A
R 2 2 100 2.8 A
Subtotal 27 26 96 2.5 A
L 5 5 100 5.1 A
T 273 265 97 1.2 A
R 5 4 80 3.3 A
Subtotal 283 274 97 1.3 A
Total 429 413 96 1.2 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
EB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
L 35 33 94 5.4 A
T 5 5 100 5.8 A
R 8 7 88 3.8 A
Subtotal 48 45 94 5.2 A
L 10 10 100 5.7 A
T 80 81 101 2.9 A
R 5 5 100 3.3 A
Subtotal 95 96 101 3.2 A
L 5 4 80 2.2 A
T 217 215 99 0.6 A
R 30 26 86 0.5 A
Subtotal 252 245 97 0.6 A
L 5 5 100 4.3 A
T 156 154 99 1.3 A
R 5 4 80 1.7 A
Subtotal 166 163 98 1.4 A
Total 562 549 98 1.7 A
Intersection:55th East & Hillside Canal Rd
Type:Roundabout
Avg %Avg LOS
L 46 41 90 4.2 A
T 95 95 100 4.5 A
R 45 45 101 4.2 A
Subtotal 186 181 97 4.4 A
L 5 4 80 3.0 A
T 30 26 86 3.4 A
R 166 160 96 2.9 A
Subtotal 201 190 95 3.0 A
L 220 213 97 5.5 A
T 256 247 97 5.1 A
R 70 67 96 5.5 A
Subtotal 546 527 97 5.3 A
L 12 11 90 3.5 A
T 120 117 98 3.7 A
R 12 11 90 3.4 A
Subtotal 144 139 97 3.7 A
Total 1,077 1,037 96 4.5 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SE
NE
SW
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NW
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:55th East & Southeast Rd
Type:Unsignalized
Avg %Avg LOS
T 297 285 96 1.1 A
R 30 32 106 1.0 A
Subtotal 327 317 97 1.1 A
L 65 63 97 3.2 A
T 150 142 95 1.2 A
Subtotal 215 205 95 1.8 A
L 15 13 85 6.7 A
R 60 59 98 4.2 A
Subtotal 75 72 96 4.7 A
Total 618 594 96 1.7 A
Intersection:55th East & Gardner Canal Rd
Type:Roundabout
Avg %Avg LOS
L 34 35 102 3.6 A
T 170 166 98 2.0 A
R 104 98 94 3.6 A
Subtotal 308 299 97 2.7 A
L 155 152 98 4.9 A
T 234 229 98 2.7 A
R 23 21 90 4.7 A
Subtotal 412 402 98 3.6 A
L 55 54 99 4.1 A
T 131 124 95 3.4 A
R 87 86 99 4.1 A
Subtotal 273 264 97 3.8 A
L 15 13 85 3.2 A
T 109 110 101 3.5 A
R 75 75 100 3.1 A
Subtotal 199 198 99 3.3 A
Total 1,192 1,163 98 3.4 A
Volume Served Delay/Veh (sec)
NB
SB
EB
WB
SB
WB
Approach Movement Demand
Volume
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
SimTraffic LOS Report
Project:Ammon BCP Development TIS
Analysis Period:Mitigated Future (2040) Plus Project
Time Period:Evening Peak Hour Project #:UT21-1969
Intersection:Hillside Canal Rd & Gardner Canal Rd
Type:Unsignalized
Avg %Avg LOS
L 23 23 99 9.4 A
T 105 101 96 5.0 A
R 60 61 102 6.0 A
Subtotal 188 185 98 5.9 A
L 32 32 99 8.2 A
T 150 150 100 5.1 A
R 17 16 93 6.6 A
Subtotal 199 198 99 5.7 A
L 20 19 94 3.8 A
T 262 249 95 1.9 A
R 70 68 97 1.8 A
Subtotal 352 336 95 2.0 A
L 15 17 111 2.9 A
T 109 106 97 0.5 A
R 34 37 108 0.4 A
Subtotal 158 160 101 0.7 A
Total 899 879 98 3.4 A
SB
EB
WB
Approach Movement Demand
Volume
Volume Served Delay/Veh (sec)
NB
Ammon - BCP
Traffic Impact Study
APPENDIX C
Site Plan
1st Street
Hillside DriveHillside Drive
Empey W
a
y
Hillside Drive
Gardner Lane Park AvenuePark AvenuePark AvenueGardner LaneGardner Lane21st Street52nd East55th EastEx. Arterial
Collector
Local (Not All Shown)
Private Road (Not Shown)
Active Transportation
MAP KEY
AMMON FOOTHILL MASTER PLAN
Transportation Network Plan
Ammon - BCP
Traffic Impact Study
APPENDIX D
95th Percentile Queue Length Reports
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Existing (2021) Background
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
W
Intersection L LR LT LTR R T TR L LR LT LTR R T TR LR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd ----75 ------50 ----100 ------100 ------75 ------75 --100 ------100
02: Hitt Rd & 1st St 100 ------50 125 --100 ------75 175 ----75 ------50 100 --125 ------125 125
03: Hitt Rd & 17th St 100 ------50 125 --125 ------100 200 ----100 ------50 100 --125 ------175 200
04: Hitt Rd & Sunnyside Rd 125 ------50 75 --100 ------125 75 ----125 ------50 125 --100 ----125 275 --
05: Ammon Rd & Lincoln Rd ----200 ------100 ----175 ------100 ------75 ------25 --125 ------75
06: Ammon Rd & 1st St 100 ------50 200 --75 ------125 250 ----75 ------50 125 --150 ----75 200 --
07: Ammon Rd & 17th St 100 ------50 200 --125 --------100 100 --125 ------50 150 --50 ------125 150
08: Ammon Rd & Sunnyside Rd 100 --------75 75 100 --------100 150 --125 --------100 50 50 ------125 125
09: Crowley Rd & Lincoln Rd ------50 ------------75 --------------50 ----------50 ------
10: Crowley Rd & 1st St ------50 ------------75 --------------75 ----------50 ------
11: Crowley Rd & 17th St ----50 --------------------75 ----50 ----------------------
12: Crowley Rd & 21st St ------25 ------------50 --------------50 ----------100 ------
13: Crowley Rd & Sunnyside Rd ------75 ------------100 --------------75 ----------75 ------
14: 55th East & Lincoln Rd ------50 ------------50 --------------50 ----------50 ------
15: 1st St & 55th East ----------------50 ----------------25 --------------------
16: 52nd East & 1st St --75 ------------------------------------------25 --------
17: 21st St & 52nd East ----------------------------25 ----25 ------------------25
18: Fieldstone Dr & 21st St --50 ----------------------------------------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Existing (2021) Background
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
W
Intersection L LR LT LTR R T TR L LR LT LTR R T TR LR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd ----225 ------250 ----175 ------150 ------300 --200 --300 --100 ------75
02: Hitt Rd & 1st St 175 ------200 300 --100 ------50 175 ----150 ------100 300 --125 ------150 150
03: Hitt Rd & 17th St 200 ------200 350 --200 ------150 350 ----225 ------150 325 --250 ------375 375
04: Hitt Rd & Sunnyside Rd 125 ------100 150 --150 ------150 150 ----200 ------125 250 --100 ----100 200 --
05: Ammon Rd & Lincoln Rd ----175 ------100 ----100 ------100 ------325 ------275 --100 ------75
06: Ammon Rd & 1st St 150 ------175 325 --150 ------175 350 ----175 ------150 325 --125 ----75 175 --
07: Ammon Rd & 17th St 100 ------50 225 --275 --------150 175 --200 ------75 300 --100 ------125 175
08: Ammon Rd & Sunnyside Rd 100 --------75 75 100 --------125 100 --225 --------250 100 50 ------125 125
09: Crowley Rd & Lincoln Rd ------100 ------------75 --------------100 ----------75 ------
10: Crowley Rd & 1st St ------125 ------------75 --------------75 ----------50 ------
11: Crowley Rd & 17th St ----100 --------------------75 ----100 ----------------------
12: Crowley Rd & 21st St ------50 ------------100 --------------50 ----------125 ------
13: Crowley Rd & Sunnyside Rd ------100 ------------100 --------------175 ----------75 ------
14: 55th East & Lincoln Rd ------75 ------------50 --------------50 ----------50 ------
15: 1st St & 55th East ----------------50 ----------------25 --------------------
16: 52nd East & 1st St --50 ------------------------------------------25 --------
17: 21st St & 52nd East ----------------------------25 ----50 --------------------
18: Fieldstone Dr & 21st St --50 ------------------------------------------25 --------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Existing (2021) Plus Project
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
W
Intersection L LR LT LTR R T TR L LR LT LTR R T TR LR L LR LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd ----75 ------50 ----100 ------100 ------75 ------75 ----100 ------100
02: Hitt Rd & 1st St 100 ------75 125 --125 ------75 175 ----75 ------50 100 --125 --------125 125
03: Hitt Rd & 17th St 100 ------75 125 --125 ------100 200 ----100 ------75 125 --125 --------200 200
04: Hitt Rd & Sunnyside Rd 125 ------50 75 --100 ------150 75 ----125 ------50 100 --100 ------150 275 --
05: Ammon Rd & Lincoln Rd ----125 ------25 ----100 ------75 ------75 ------25 ----125 ------100
06: Ammon Rd & 1st St 125 ------50 175 --75 ------125 225 ----100 ------50 125 --150 ------50 200 --
07: Ammon Rd & 17th St 125 ------50 250 --125 --------75 75 --125 ------50 150 --50 --------150 150
08: Ammon Rd & Sunnyside Rd 100 --------75 75 75 --------100 125 --125 --------125 50 50 --------150 125
09: Crowley Rd & Lincoln Rd ------50 ------------75 --------------75 ------------75 ------
10: Crowley Rd & 1st St ------75 ------------75 --------------75 ------------75 ------
11: Crowley Rd & 17th St ----50 --------------------100 ----50 ------------------------
12: Crowley Rd & 21st St ------25 ------------75 --------------50 ------------125 ------
13: Crowley Rd & Sunnyside Rd ------75 ------------100 --------------75 ------------75 ------
14: 55th East & Lincoln Rd ------50 ------------50 --------------50 ------------50 ------
15: 55th East & 1st St ------50 ------------50 --------------25 --------------------
16: 52nd East & 1st St --50 --------------------------------------------25 --------
17: 21st St & 52nd East ----------------------------25 ----50 --------------------0
18: Fieldstone Dr & 21st St --50 --------------------------------------25 ----25 --------
19: Hillside Canal Rd & 1st St --50 ------------------------------------------------------
20: 52nd East & Gardner Canal Rd ------------------25 --------------------------50 ----------
21: 52nd East & Hillside Canal Rd ----------------------------------------------50 ----------
22: 21st St & 55th East ----------------50 ----------------------------------------
23: 21st St & Southeast Rd ----------------25 ----------------------------------------
24: 21st St & Gardner Canal Rd ----------------25 ----------------------------------------
25: Gardner Canal Rd & Southeast Rd ------25 ------------25 ------------------------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Existing (2021) Plus Project
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
W
Intersection L LR LT LTR R T TR L LR LT LTR R T TR LR L LR LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd ----225 ------225 ----100 ------100 ------325 --225 --325 ----75 ------75
02: Hitt Rd & 1st St 175 ------200 300 --100 ------75 175 ----125 ------100 300 --125 --------150 150
03: Hitt Rd & 17th St 225 ------200 375 --200 ------150 325 ----225 ------175 350 --275 --------350 375
04: Hitt Rd & Sunnyside Rd 150 ------100 150 --175 ------175 150 ----200 ------150 275 --100 ------125 200 --
05: Ammon Rd & Lincoln Rd ----100 ------100 ----100 ------100 ------250 ------225 ----100 ------75
06: Ammon Rd & 1st St 125 ------150 275 --150 ------200 350 ----175 ------175 325 --150 ------75 200 --
07: Ammon Rd & 17th St 100 ------50 225 --300 --------425 175 --200 ------75 350 --100 --------125 175
08: Ammon Rd & Sunnyside Rd 100 --------75 75 100 --------125 125 --275 --------325 175 50 --------125 125
09: Crowley Rd & Lincoln Rd ------100 ------------75 --------------100 ------------50 ------
10: Crowley Rd & 1st St ------150 ------------75 --------------100 ------------75 ------
11: Crowley Rd & 17th St ----100 --------------------100 ----100 ------------------------
12: Crowley Rd & 21st St ------50 ------------125 --------------50 ------------225 ------
13: Crowley Rd & Sunnyside Rd ------75 ------------100 --------------200 ------------75 ------
14: 55th East & Lincoln Rd ------75 ------------50 --------------50 ------------50 ------
15: 55th East & 1st St ------50 ------------50 --------------25 --------------------
16: 52nd East & 1st St --50 --------------------------------------------25 --------
17: 21st St & 52nd East ----------------------------25 ----50 --------------------25
18: Fieldstone Dr & 21st St --50 --------------------------------------------25 --------
19: Hillside Canal Rd & 1st St --50 ------------------------------------------------------
20: 52nd East & Gardner Canal Rd ------------------25 --------------------------50 ----------
21: 52nd East & Hillside Canal Rd ------------------25 --------------------------50 ----------
22: 21st St & 55th East ----------------25 ----------------25 ----------------------
23: 21st St & Southeast Rd ----------------25 ----------------------------------------
24: 21st St & Gardner Canal Rd ----------------25 ----------------------------------------
25: Gardner Canal Rd & Southeast Rd ------25 --------------------------------------------------
26: 55th East & Hillside Canal Rd ------25 ----------------------------25 --------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Future (2026) Background
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
W
Intersection L LR LT LTR R T TR L LR LT LTR R T TR LR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd ----75 ------50 ----125 ------125 ------75 --25 --75 --100 ------100
02: Hitt Rd & 1st St 100 ------50 125 --125 ------75 175 ----75 ------75 125 --125 ------125 150
03: Hitt Rd & 17th St 125 ------75 125 --125 ------100 225 ----100 ------75 125 --125 ------200 225
04: Hitt Rd & Sunnyside Rd 125 ------50 100 --100 ------150 100 ----125 ------50 125 --100 ----175 300 --
05: Ammon Rd & Lincoln Rd ----250 ------150 ----275 ------225 ------75 ------25 --125 ------100
06: Ammon Rd & 1st St 125 ------75 200 --75 ------125 250 ----100 ------50 125 --150 ----100 200 --
07: Ammon Rd & 17th St 125 ------50 200 --125 --------125 125 --125 ------50 150 --50 ------150 175
08: Ammon Rd & Sunnyside Rd 100 --------75 75 100 --------100 125 --100 --------125 50 50 ------125 125
09: Crowley Rd & Lincoln Rd ------75 ------------75 --------------75 ----------75 ------
10: Crowley Rd & 1st St ------75 ------------75 --------------100 ----------75 ------
11: Crowley Rd & 17th St ------50 ------------100 --------------50 ----------50 ------
12: Crowley Rd & 21st St ------25 ------------50 --------------50 ----------100 ------
13: Crowley Rd & Sunnyside Rd ------75 ------------125 --------------100 ----------75 ------
14: 55th East & Lincoln Rd ------75 ------------75 --------------50 ----------50 ------
15: 1st St & 55th East ----------------75 ----------------25 --------------------
16: 52nd East & 1st St --75 ------------------------------------------25 --------
17: 21st St & 52nd East ----------------------------25 ----25 ------------------25
18: Fieldstone Dr & 21st St --75 ------------------------------------------25 --------
19: 52nd East & 17th St ----25 --------------------------50 ----------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Future (2026) Background - Mitigated
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
WIntersectionLLRLTLTRRTTRLLRLTLTRRTTRLR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd 125 ------25 75 --50 ------50 125 ----75 ------75 75 --75 ----50 150 --
02: Hitt Rd & 1st St 100 ------50 125 --125 ------75 175 ----75 ------75 100 --125 ------150 150
03: Hitt Rd & 17th St 100 ------75 125 --125 ------100 225 ----100 ------75 125 --150 ------200 225
04: Hitt Rd & Sunnyside Rd 125 ------50 100 --100 ------175 100 ----125 ------50 125 --100 ----175 300 --
05: Ammon Rd & Lincoln Rd ----100 ------50 ----100 ------100 ------75 ------50 --125 ------100
06: Ammon Rd & 1st St 125 ------75 200 --100 ------150 275 ----100 ------50 125 --150 ----100 200 --
07: Ammon Rd & 17th St 100 ------50 200 --125 --------100 125 --125 ------50 175 --75 ------150 175
08: Ammon Rd & Sunnyside Rd 100 --------75 75 100 --------100 150 --125 --------100 50 50 ------150 150
09: Crowley Rd & Lincoln Rd ------50 ------------100 --------------75 ----------75 ------
10: Crowley Rd & 1st St ------75 ------------75 --------------75 ----------75 ------
11: Crowley Rd & 17th St ------50 ------------100 --------------50 ----------50 ------
12: Crowley Rd & 21st St ------25 ------------50 --------------50 ----------100 ------
13: Crowley Rd & Sunnyside Rd ------75 ------------125 --------------75 ----------75 ------
14: 55th East & Lincoln Rd ------75 ------------75 --------------50 ----------50 ------
15: 1st St & 55th East ----------------50 ----------------25 --------------------
16: 52nd East & 1st St --75 ------------------------------------------25 --------
17: 21st St & 52nd East ----------------------------25 ----25 ------------------25
18: Fieldstone Dr & 21st St --75 ------------------------------------------25 --------
19: 52nd East & 17th St ----25 --------------------------50 ----------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Future (2026) Background
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
W
Intersection L LR LT LTR R T TR L LR LT LTR R T TR LR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd ----325 ------350 ----175 ------150 ------650 --300 --675 --100 ------100
02: Hitt Rd & 1st St 200 ------225 350 --125 ------100 200 ----150 ------100 350 --125 ------175 175
03: Hitt Rd & 17th St 275 ------275 425 --250 ------225 400 ----250 ------200 375 --300 ------400 425
04: Hitt Rd & Sunnyside Rd 150 ------125 200 --175 ------175 200 ----225 ------225 325 --125 ----125 250 --
05: Ammon Rd & Lincoln Rd ----150 ------125 ----100 ------100 ------250 ------250 --100 ------75
06: Ammon Rd & 1st St 150 ------200 375 --200 ------200 400 ----200 ------175 400 --125 ----100 225 --
07: Ammon Rd & 17th St 125 ------50 275 --300 --------175 200 --225 ------75 425 --125 ------200 200
08: Ammon Rd & Sunnyside Rd 125 --------75 75 100 --------125 125 --250 --------325 150 50 ------125 125
09: Crowley Rd & Lincoln Rd ------125 ------------75 --------------100 ----------75 ------
10: Crowley Rd & 1st St ------150 ------------75 --------------125 ----------75 ------
11: Crowley Rd & 17th St ------125 ------------100 --------------150 ----------50 ------
12: Crowley Rd & 21st St ------50 ------------125 --------------50 ----------175 ------
13: Crowley Rd & Sunnyside Rd ------100 ------------125 --------------275 ----------100 ------
14: 55th East & Lincoln Rd ------75 ------------50 --------------75 ----------50 ------
15: 1st St & 55th East ----------------50 ----------------25 --------------------
16: 52nd East & 1st St --50 ------------------------------------------25 --------
17: 21st St & 52nd East ----------------------------25 ----25 ------------------25
18: Fieldstone Dr & 21st St --50 --------------------------------------25 --25 --------
19: 52nd East & 17th St ----25 --------------------------50 ----------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Future (2026) Background - Mitigated
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
WIntersectionLLRLTLTRRTTRLLRLTLTRRTTRLR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd 175 ------150 225 --100 ------75 200 ----75 ------175 250 --100 ----50 125 --
02: Hitt Rd & 1st St 200 ------200 375 --100 ------100 225 ----175 ------100 375 --150 ------175 175
03: Hitt Rd & 17th St 250 ------300 425 --250 ------200 375 ----250 ------225 400 --275 ------400 425
04: Hitt Rd & Sunnyside Rd 150 ------125 175 --175 ------175 200 ----225 ------225 325 --125 ----150 250 --
05: Ammon Rd & Lincoln Rd ----150 ------150 ----100 ------100 ------325 ------325 --100 ------75
06: Ammon Rd & 1st St 175 ------200 350 --175 ------200 375 ----225 ------200 400 --150 ----125 225 --
07: Ammon Rd & 17th St 125 ------50 275 --325 --------250 200 --250 ------100 425 --125 ------175 200
08: Ammon Rd & Sunnyside Rd 100 --------75 100 100 --------125 125 --275 --------350 175 50 ------125 125
09: Crowley Rd & Lincoln Rd ------125 ------------75 --------------125 ----------75 ------
10: Crowley Rd & 1st St ------150 ------------75 --------------100 ----------75 ------
11: Crowley Rd & 17th St ------100 ------------100 --------------150 ----------50 ------
12: Crowley Rd & 21st St ------50 ------------125 --------------50 ----------175 ------
13: Crowley Rd & Sunnyside Rd ------100 ------------125 --------------325 ----------100 ------
14: 55th East & Lincoln Rd ------75 ------------50 --------------75 ----------50 ------
15: 1st St & 55th East ----------------50 ----------------25 --------------------
16: 52nd East & 1st St --50 ------------------------------------------25 --------
17: 21st St & 52nd East ----------------------------25 ----25 ------------------25
18: Fieldstone Dr & 21st St --50 ------------------------------------------25 --------
19: 52nd East & 17th St ----25 --------------------------50 ----------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Future (2026) Plus Project
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
N
W SE
Intersection L LR LT LTR R T TR LTR L LR LT LTR R T TR LTR LR LTR L LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd 125 ------50 100 ----50 ------75 150 --------75 ----75 100 --75 ------75 175 --
02: Hitt Rd & 1st St 100 ------75 125 ----125 ------75 200 --------75 ----50 125 --125 --------150 175
03: Hitt Rd & 17th St 100 ------75 125 ----125 ------100 200 --------100 ----75 125 --150 ------75 200 --
04: Hitt Rd & Sunnyside Rd 125 ------50 100 ----125 ------150 100 --------125 ----50 100 --125 --------275 300
05: Ammon Rd & Lincoln Rd ----125 ------50 ------125 ------125 --------100 ------50 ----125 ------125
06: Ammon Rd & 1st St 125 ------75 200 ----100 ------175 300 --------100 ----50 150 --175 ------150 300 --
07: Ammon Rd & 17th St 100 ------50 200 ----125 --------100 125 ------125 ----50 200 --75 --------150 175
08: Ammon Rd & Sunnyside Rd 100 --------75 75 --75 --------100 150 ------125 ------150 50 50 --------150 150
09: Crowley Rd & Lincoln Rd ------100 --------------100 ----------------75 ------------75 ------
10: Crowley Rd & 1st St ------100 --------------125 ----------------125 ------------125 ------
11: Crowley Rd & 17th St ------75 --------------125 ----------------75 ------------125 ------
12: Crowley Rd & 21st St ------25 --------------50 ----------------50 ------------175 ------
13: Crowley Rd & Sunnyside Rd ------100 --------------175 ----------------125 ------------75 ------
14: 55th East & Lincoln Rd ------75 --------------75 ----------------50 ------------50 ------
15: 55th East & 1st St ------100 --------------75 ----------------50 --------------------
16: 52nd East & 1st St --100 ------------------------------------------------25 --------
17: 21st St & 52nd East --------------------------------25 ----50 --------------------25
18: Fieldstone Dr & 21st St --75 ------------------------------------------------25 --------
19: Hillside Canal Rd & 1st St --75 ----------------------------------------------------------
20: 52nd East & Gardner Canal Rd --------------------25 ----------------------------75 ----------
21: 52nd East & 17th St/Hillside Canal Rd ------25 --------------25 ----------------100 ------------100 ------
22: 21st St & 55th East ------------------75 ------------------25 ----------------------
23: 21st St & Southeast Rd ------------------50 ------------------25 ----------------------
24: 21st St & Gardner Canal Rd ------------------50 ------------------------------------------
25: Gardner Canal Rd & Southeast Rd/SE Rd ------50 --------------25 ----------------25 --------------------
26: SE Rd/Southeast Rd & Gardner Canal Rd ----------------------------------------50 ------------50 ------
27: Hillside Canal Rd & Southeast Rd --------------50 --------------50 --25 --------------------------
28: 55th East & Hillside Canal Rd ------25 --------------50 ----------------25 ------------50 ------
29: 55th East & Southeast Rd --------------------25 ----------------------------50 ----------
30: 55th East & Gardner Canal Rd ------25 --------------50 ----------------25 ------------50 ------
31: Hillside Canal Rd & Gardner Canal Rd ------75 --------------50 ----------------25 ------------25 ------
NB SB SW EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Mitigated Future (2026) Plus Project
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
N SE
Intersection L LR LTR R T TR LTR L LR LT LTR R T TR LTR LR LTR L LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd 125 ----50 100 ----50 ------50 150 --------75 ----75 100 --75 ------50 175 --
02: Hitt Rd & 1st St 100 ----75 125 ----125 ------100 200 --------75 ----50 125 --150 --------150 150
03: Hitt Rd & 17th St 100 ----75 125 ----125 ------100 200 --------100 ----75 125 --150 ------75 175 --
04: Hitt Rd & Sunnyside Rd 125 ----50 100 ----125 ------125 100 --------125 ----50 100 --100 ------125 250 --
05: Ammon Rd & Lincoln Rd 150 ----50 100 ----50 ------100 100 --------100 ----50 75 --75 ------25 125 --
06: Ammon Rd & 1st St 125 ----75 200 ----100 ------175 300 --------100 ----100 175 --175 ------125 275 --
07: Ammon Rd & 17th St 100 ----50 225 ----125 --------100 100 ------125 ----50 175 --75 --------175 200
08: Ammon Rd & Sunnyside Rd 100 ------75 75 --100 --------100 150 ------125 ------150 50 50 --------150 175
09: Crowley Rd & Lincoln Rd ----100 --------------100 ----------------75 ------------75 ------
10: Crowley Rd & 1st St ----100 --------------150 ----------------125 ------------125 ------
11: Crowley Rd & 17th St ----75 --------------125 ----------------75 ------------100 ------
12: Crowley Rd & 21st St ----50 --------------75 ----------------25 ------------100 ------
13: Crowley Rd & Sunnyside Rd ----100 ------------75 --150 ----------75 --------50 25 ----------75
14: 55th East & Lincoln Rd ----75 --------------75 ----------------50 ------------50 ------
15: 55th East & 1st St ----100 --------------75 ----------------50 ------------25 ------
16: 52nd East & 1st St --100 ----------------------------------------25 ----50 --------
17: 21st St & 52nd East ------------------------------25 ----50 --------------------25
18: Fieldstone Dr & 21st St --75 ----------------------------------------------25 --------
19: Hillside Canal Rd & 1st St --75 ----------------------------------------------25 --------
20: 52nd East & Gardner Canal Rd ------------------25 ----------------------------75 ----------
21: 52nd East & 17th St/Hillside Canal Rd ----25 --------------25 ----------------100 ------------100 ------
22: 21st St & 55th East ----------------75 ------------------25 ----------------------
23: 21st St & Southeast Rd ----------------50 ------------------25 ----------------------
24: 21st St & Gardner Canal Rd ----------------50 ------------------------------------------
25: Gardner Canal Rd & Southeast Rd/SE Rd ----50 --------------25 ------------------------------25 ------
26: SE Rd/Southeast Rd & Gardner Canal Rd --------------------------------------50 ------------50 ------
27: Hillside Canal Rd & Southeast Rd ------------50 --------------50 --25 --------------------------
28: 55th East & Hillside Canal Rd ----25 --------------50 ----------------25 ------------50 ------
29: 55th East & Southeast Rd ------------------25 ----------------------------50 ----------
30: 55th East & Gardner Canal Rd ----25 --------------50 ----------------25 ------------50 ------
31: Hillside Canal Rd & Gardner Canal Rd ----75 --------------75 ----------------25 ------------25 ------
NB SB SW EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Future (2026) Plus Project
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
N
W SE
Intersection L LR LT LTR R T TR LTR L LR LT LTR R T TR LTR LR LTR L LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd 150 ------125 200 ----100 ------75 200 --------75 ----200 225 --100 ------50 125 --
02: Hitt Rd & 1st St 275 ------250 475 ----150 ------125 250 --------200 ----100 550 --175 --------225 225
03: Hitt Rd & 17th St 275 ------350 450 ----275 ------275 425 --------275 ----225 400 --300 --------475 475
04: Hitt Rd & Sunnyside Rd 150 ------125 200 ----200 ------175 200 --------250 ----250 350 --100 ------150 225 --
05: Ammon Rd & Lincoln Rd ----200 ------150 ------100 ------125 --------875 ------900 ----100 ------100
06: Ammon Rd & 1st St 175 ------225 425 ----225 ------225 550 --------250 ----225 900 --175 ------125 300 --
07: Ammon Rd & 17th St 150 ------50 325 ----325 --------750 275 ------300 ----200 625 --150 --------275 250
08: Ammon Rd & Sunnyside Rd 100 --------75 75 --100 --------125 125 ------325 ------650 500 50 --------150 150
09: Crowley Rd & Lincoln Rd ------125 --------------100 ----------------150 ------------75 ------
10: Crowley Rd & 1st St ------325 --------------150 ----------------225 ------------125 ------
11: Crowley Rd & 17th St ------150 --------------125 ----------------275 ------------100 ------
12: Crowley Rd & 21st St ------50 --------------150 ----------------75 ------------2,150 ------
13: Crowley Rd & Sunnyside Rd ------100 --------------150 ----------------2,200 ------------100 ------
14: 55th East & Lincoln Rd ------75 --------------50 ----------------75 ------------75 ------
15: 55th East & 1st St ------100 --------------100 ----------------50 --------------------
16: 52nd East & 1st St --100 ------------------------------------------25 ----50 --------
17: 21st St & 52nd East --------------------------------25 ----75 --------------------25
18: Fieldstone Dr & 21st St --75 ------------------------------------------------25 --------
19: Hillside Canal Rd & 1st St --75 ------------------------------------------------25 --------
20: 52nd East & Gardner Canal Rd --------------------25 ----------------------------75 ----------
21: 52nd East & 17th St/Hillside Canal Rd ------25 --------------25 ----------------125 ------------100 ------
22: 21st St & 55th East ------------------75 ------------------25 ----------------------
23: 21st St & Southeast Rd ------------------50 ------------------25 ----------------------
24: 21st St & Gardner Canal Rd ------------------25 ------------------25 ----------------------
25: Gardner Canal Rd & Southeast Rd/SE Rd ------50 --------------50 --------------------------------------
26: SE Rd/Southeast Rd & Gardner Canal Rd ----------------------------------------25 ------------50 ------
27: Hillside Canal Rd & Southeast Rd --------------50 --------------50 --25 --------------------------
28: 55th East & Hillside Canal Rd ------50 --------------50 ----------------50 ------------50 ------
29: 55th East & Southeast Rd --------------------25 ----------------------------50 ----------
30: 55th East & Gardner Canal Rd ------50 --------------50 ----------------50 ------------25 ------
31: Hillside Canal Rd & Gardner Canal Rd ------75 --------------75 ----------------25 ------------25 ------
NB SB SW EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Future (2026) Plus Project - Mitigated
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
N
W SE
Intersection L LR LTR R T TR LTR L LR LT LTR R T TR LTR LR LTR L LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd 175 ----150 225 ----100 ------75 200 --------75 ----175 250 --100 ------50 125 --
02: Hitt Rd & 1st St 250 ----250 450 ----150 ------100 225 --------200 ----100 500 --175 --------225 200
03: Hitt Rd & 17th St 275 ----375 450 ----275 ------225 425 --------250 ----275 425 --275 ------200 400 --
04: Hitt Rd & Sunnyside Rd 175 ----125 200 ----200 ------175 200 --------225 ----225 325 --125 ------150 250 --
05: Ammon Rd & Lincoln Rd 125 ----100 150 ----50 ------75 150 --------150 ----100 200 --100 ------50 100 --
06: Ammon Rd & 1st St 200 ----225 525 ----225 ------225 525 --------250 ----225 725 --175 ------150 325 --
07: Ammon Rd & 17th St 150 ----50 325 ----325 --------700 250 ------300 ----175 800 --150 --------250 250
08: Ammon Rd & Sunnyside Rd 125 ------75 75 --100 --------125 125 ------325 ------725 600 50 --------175 175
09: Crowley Rd & Lincoln Rd ----150 --------------100 ----------------275 ------------75 ------
10: Crowley Rd & 1st St ----700 --------------200 ----------------275 ------------125 ------
11: Crowley Rd & 17th St ----175 --------------125 ----------------350 ------------100 ------
12: Crowley Rd & 21st St ----125 --------------100 ----------------50 ------------100 ------
13: Crowley Rd & Sunnyside Rd ----125 ------------100 --125 ----------300 --------900 50 ----------100
14: 55th East & Lincoln Rd ----75 --------------50 ----------------75 ------------50 ------
15: 55th East & 1st St ----100 --------------75 ----------------50 --------------------
16: 52nd East & 1st St --100 ----------------------------------------25 ----50 --------
17: 21st St & 52nd East ------------------------------25 ----75 --------------------25
18: Fieldstone Dr & 21st St --50 ----------------------------------------------25 --------
19: Hillside Canal Rd & 1st St --75 ----------------------------------------------25 --------
20: 52nd East & Gardner Canal Rd ------------------50 ----------------------------75 ----------
21: 52nd East & 17th St/Hillside Canal Rd ----25 --------------25 ----------------125 ------------100 ------
22: 21st St & 55th East ----------------75 ------------------25 ----------------------
23: 21st St & Southeast Rd ----------------50 ------------------25 ----------------------
24: 21st St & Gardner Canal Rd ----------------50 ------------------25 ----------------------
25: Gardner Canal Rd & Southeast Rd/SE Rd ----50 --------------50 --------------------------------------
26: SE Rd/Southeast Rd & Gardner Canal Rd --------------------------------------50 ------------50 ------
27: Hillside Canal Rd & Southeast Rd ------------50 --------------50 --25 --------------------------
28: 55th East & Hillside Canal Rd ----50 --------------25 ----------------50 ------------50 ------
29: 55th East & Southeast Rd ------------------50 ----------------------------50 ----------
30: 55th East & Gardner Canal Rd ----50 --------------50 ----------------50 ------------25 ------
31: Hillside Canal Rd & Gardner Canal Rd ----75 --------------75 ----------------25 ------------25 ------
NB SB SW EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Future (2040) Background
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
WIntersectionLLRLTLTRRTTRLLRLTLTRRTTRLR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd 150 ------50 125 --50 ------75 200 ----100 ------100 100 --75 ----100 225 --
02: Hitt Rd & 1st St 125 ------75 150 --125 ------100 250 ----100 ------75 150 --150 ------200 200
03: Hitt Rd & 17th St 100 ------75 175 --150 ------125 275 ----125 ------75 150 --175 ------275 300
04: Hitt Rd & Sunnyside Rd 150 ------75 125 --125 ------175 125 ----125 ------75 125 --150 ----225 350 --
05: Ammon Rd & Lincoln Rd ----125 ------75 ----125 ------125 ------100 ------75 --150 ------125
06: Ammon Rd & 1st St 150 ------100 250 --100 ------200 400 ----125 ------75 150 --200 ----125 300 --
07: Ammon Rd & 17th St 150 ------50 300 --125 --------125 125 --175 ------50 225 --100 ------200 225
08: Ammon Rd & Sunnyside Rd 125 --------75 75 100 --------125 150 --125 --------150 50 50 ------175 175
09: Crowley Rd & Lincoln Rd ------75 ------------125 --------------75 ----------100 ------
10: Crowley Rd & 1st St ------100 ------------125 --------------125 ----------100 ------
11: Crowley Rd & 17th St ------75 ------------150 --------------75 ----------50 ------
12: Crowley Rd & 21st St ------25 ------------75 --------------50 ----------150 ------
13: Crowley Rd & Sunnyside Rd ------150 ------------200 --------------125 ----------125 ------
14: 55th East & Lincoln Rd ------75 ------------75 --------------50 ----------75 ------
15: 1st St & 55th East ----------------75 ----------------50 --------------------
16: 52nd East & 1st St --75 --------------------------------------0 --50 --------
17: 21st St & 52nd East ----------------------------25 ----25 ------------------25
18: Fieldstone Dr & 21st St --75 --------------------------------------25 --25 --------
19: 52nd East & 17th St ----25 --------------------------50 ----------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Mitigated Future (2040) Background
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
WIntersectionLLRLTLTRRTTRLLRLTRRTTRLR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd 175 ------25 100 --50 ----125 225 ----125 ------125 200 --225 ----225 400 --
02: Hitt Rd & 1st St 125 ------75 175 --175 ----125 275 ----125 ------75 125 --200 ------425 425
03: Hitt Rd & 17th St 125 ------75 125 --150 ----175 325 ----125 ------75 200 --200 ----200 375 --
04: Hitt Rd & Sunnyside Rd 200 ------75 125 --125 ----175 125 ----150 ------75 175 --300 ----300 500 --
05: Ammon Rd & Lincoln Rd 150 ------50 100 --50 ----100 125 ----125 ------75 100 --100 ----50 150 --
06: Ammon Rd & 1st St 100 ------50 125 --75 ----75 150 ----100 ------50 175 --150 ----100 225 --
07: Ammon Rd & 17th St 150 ------50 250 --125 ----75 125 ----150 ------50 125 --75 ------200 250
08: Ammon Rd & Sunnyside Rd 100 --------100 100 100 ------125 175 --125 --------100 100 50 ------175 200
09: Crowley Rd & Lincoln Rd ------75 ----------125 --------------100 ----------100 ------
10: Crowley Rd & 1st St ------100 ----------100 --------------125 ----------100 ------
11: Crowley Rd & 17th St ------100 ----------125 ------------75 --75 --------50 ------
12: Crowley Rd & 21st St ------75 ----------75 --------------50 ----------75 ------
13: Crowley Rd & Sunnyside Rd 100 ----------125 50 ----125 75 ----75 ----------75 50 --------150
14: 55th East & Lincoln Rd ------75 ----------75 --------------50 ----------75 ------
15: 1st St & 55th East ----------------75 --------------50 --------------------
16: 52nd East & 1st St --75 ----------------------------------------25 --------
17: 21st St & 52nd East --------------------------25 ----25 ------------------25
18: Fieldstone Dr & 21st St --75 ----------------------------------------25 --------
19: 52nd East & 17th St ----25 ------------------------50 ----------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Future (2040) Background
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
WIntersectionLLRLTLTRRTTRLLRLTLTRRTTRLR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd 225 ------225 325 --175 ------150 250 ----100 ------275 350 --125 ----50 150 --
02: Hitt Rd & 1st St 325 ------250 575 --125 ------200 300 ----250 ------200 1,050 --175 ------250 250
03: Hitt Rd & 17th St 425 ------500 675 --375 ------375 550 ----375 ------400 525 --325 ------600 600
04: Hitt Rd & Sunnyside Rd 200 ------225 300 --200 ------225 300 ----325 ------350 475 --175 ----225 300 --
05: Ammon Rd & Lincoln Rd ----175 ------175 ----125 ------125 ------1,550 ------1,575 --100 ------100
06: Ammon Rd & 1st St 200 ------250 550 --225 ------250 650 ----250 ------250 825 --200 ----125 325 --
07: Ammon Rd & 17th St 175 ------75 350 --525 --------2,425 250 --325 ------425 1,125 --200 ------275 250
08: Ammon Rd & Sunnyside Rd 125 --------100 100 125 --------175 150 --325 --------900 775 50 ------150 175
09: Crowley Rd & Lincoln Rd ------150 ------------100 --------------175 ----------100 ------
10: Crowley Rd & 1st St ------350 ------------100 --------------200 ----------100 ------
11: Crowley Rd & 17th St ------200 ------------150 --------------225 ----------50 ------
12: Crowley Rd & 21st St ------50 ------------150 --------------75 ----------600 ------
13: Crowley Rd & Sunnyside Rd ------150 ------------175 --------------4,725 ----------175 ------
14: 55th East & Lincoln Rd ------75 ------------75 --------------75 ----------75 ------
15: 1st St & 55th East ----------------75 ----------------50 --------------------
16: 52nd East & 1st St --75 ------------------------------------------50 --------
17: 21st St & 52nd East ----------------------------25 ----25 --------------------
18: Fieldstone Dr & 21st St --50 --------------------------------------25 --25 --------
19: 52nd East & 17th St ----25 --------------------------50 ----------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development
Analysis: Mitigated Future (2040) Background
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
S
WIntersectionLLRLTLTRRTTRLLRLTRRTTRLR L LR LT LTR R T TR L LT LTR R T TR
01: Hitt Rd & Lincoln Rd 225 ------150 225 --200 ----175 325 ----275 ------300 600 --150 ----75 200 --
02: Hitt Rd & 1st St 200 ------225 325 --150 ----150 300 ----200 ------175 300 --200 ------325 325
03: Hitt Rd & 17th St 250 ------225 525 --300 ----325 450 ----275 ------325 450 --250 ----225 350 --
04: Hitt Rd & Sunnyside Rd 250 ------250 300 --225 ----175 275 ----350 ------375 500 --200 ----250 325 --
05: Ammon Rd & Lincoln Rd 100 ------100 200 --50 ----100 150 ----175 ------125 250 --100 ----50 100 --
06: Ammon Rd & 1st St 125 ------125 175 --150 ----100 200 ----250 ------75 400 --175 ----100 250 --
07: Ammon Rd & 17th St 150 ------50 300 --225 ----100 175 ----175 ------100 225 --150 ------225 275
08: Ammon Rd & Sunnyside Rd 125 --------125 100 125 ------175 150 --275 --------300 250 75 ------175 200
09: Crowley Rd & Lincoln Rd ------150 ----------100 --------------275 ----------100 ------
10: Crowley Rd & 1st St ------600 ----------125 --------------250 ----------100 ------
11: Crowley Rd & 17th St ------575 ----------175 ------------150 --150 --------50 ------
12: Crowley Rd & 21st St ------250 ----------100 --------------50 ----------100 ------
13: Crowley Rd & Sunnyside Rd 100 ----------175 100 ----100 125 ----225 ----------200 75 --------200
14: 55th East & Lincoln Rd ------75 ----------75 --------------75 ----------75 ------
15: 1st St & 55th East ----------------75 --------------75 --------------------
16: 52nd East & 1st St --75 ------------------------------------25 --50 --------
17: 21st St & 52nd East --------------------------25 ----50 ------------------25
18: Fieldstone Dr & 21st St --50 ------------------------------------25 --25 --------
19: 52nd East & 17th St ----25 ------------------------50 ----------------------
NB SB EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development TIS
Analysis: Future (2040) Plus Project
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
NE N
W SE
Intersection L LR LTR R T TR LTR LTR L LR LT LTR R T TR LTR LR LTR L LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd 150 ----50 125 ------100 ------175 275 --------125 ----125 200 --250 ------225 500 --
02: Hitt Rd & 1st St 150 ----150 250 ------200 ------100 275 --------125 ----75 150 --200 --------425 425
03: Hitt Rd & 17th St 125 ----100 150 ------150 ------100 275 --------125 ----75 225 --300 ------175 350 --
04: Hitt Rd & Sunnyside Rd 200 ----75 150 ------150 ------175 150 --------150 ----75 175 --275 ------350 550 --
05: Ammon Rd & Lincoln Rd 125 ----50 125 ------50 ------125 125 --------125 ----75 125 --75 ------50 175 --
06: Ammon Rd & 1st St 125 ----50 125 ------100 ------75 175 --------100 ----50 225 --175 ------150 300 --
07: Ammon Rd & 17th St 175 ----75 300 ------125 ------75 150 --------150 ----50 175 --125 --------275 300
08: Ammon Rd & Sunnyside Rd 125 ------100 100 ----125 --------175 200 ------150 ------150 125 100 --------250 250
09: Crowley Rd & Lincoln Rd ----125 ----------------200 ----------------150 ------------150 ------
10: Crowley Rd & 1st St ----125 ----------------275 ----------------200 ------------4,325 ------
11: Crowley Rd & 17th St ----175 ----------------150 --------------125 --75 ----------825 ------
12: Crowley Rd & 21st St ----100 ----------------100 ----------------50 ------------225 ------
13: Crowley Rd & Sunnyside Rd 175 --------175 ----50 ------250 175 --------175 --------175 50 ----------275
14: 55th East & Lincoln Rd ----75 ----------------75 ----------------50 ------------75 ------
15: 55th East & 1st St ----675 ----------------125 ----------------75 ------------25 ------
16: 52nd East & 1st St --1,875 ------------------------------------------25 ----600 --------
17: 21st St & 52nd East --------------------------------50 ----75 --------------------25
18: Fieldstone Dr & 21st St --75 ------------------------------------------------25 --------
19: Hillside Canal Rd & 1st St --75 ------------------------------------------------25 --------
20: 52nd East & Gardner Canal Rd ----------25 --------25 ----------------------------175 ----------
21: 52nd East & 17th St/Hillside Canal Rd ----25 ----------------25 ----------------125 ------------275 ------
22: 21st St & 55th East ------------------75 ------------------25 ----------------------
23: 21st St & Southeast Rd ------------------50 ------------------25 ----------------------
24: 21st St & Gardner Canal Rd ------------------50 ------------------25 ----------------------
25: Gardner Canal Rd & Southeast Rd ----50 ----------------50 ----------------25 ------------25 ------
26: Southeast Rd & Gardner Canal Rd ----------------------------------------50 ------------50 ------
27: Hillside Canal Rd & Southeast Rd ------------0 75 --------------50 --25 --------------------------
28: 55th East & Hillside Canal Rd ----50 ----------------100 ----------------50 ------------75 ------
29: 55th East & Southeast Rd --------------------25 ----------------------------75 ----------
30: 55th East & Gardner Canal Rd ----50 ----------------75 ----------------50 ------------75 ------
31: Hillside Canal Rd & Gardner Canal Rd ----100 ----------------75 ----------------25 ------------50 ------
NB SB SW EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development TIS
Analysis: Mitigated Future (2040) Plus Project
Time Period: Morning Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
NE N
W SE
Intersection L LR LT LTR R T TR LTR LTR L LR LT LTR R T TR LTR LR LTR L LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd 200 ------75 175 ------50 ------175 275 --------125 ----125 200 --275 ------200 475 --
02: Hitt Rd & 1st St 150 ------100 200 ------225 ------125 275 --------125 ----75 150 --200 --------475 475
03: Hitt Rd & 17th St 125 ------75 150 ------150 ------100 200 --------125 ----75 225 --300 ------150 350 --
04: Hitt Rd & Sunnyside Rd 200 ------75 150 ------150 ------175 150 --------150 ----75 175 --250 ------350 550 --
05: Ammon Rd & Lincoln Rd 150 ------50 125 ------50 ------125 150 --------150 ----75 125 --100 ------50 175 --
06: Ammon Rd & 1st St 125 ------50 125 ------75 ------75 150 --------100 ----50 125 --125 ------100 150 --
07: Ammon Rd & 17th St 150 ------75 250 ------125 ------75 125 --------150 ----50 175 --175 --------400 425
08: Ammon Rd & Sunnyside Rd 125 --------100 100 ----125 --------150 200 ------150 ------150 125 100 --------225 250
09: Crowley Rd & Lincoln Rd ----425 --125 ------------125 --75 ------------75 --75 ----------150 ------
10: Crowley Rd & 1st St ----75 ------50 ----75 ----125 --------------100 ------75 ----100 ------100
11: Crowley Rd & 17th St ----100 ------25 --------100 --75 ----------75 --------125 ----75 ------75
12: Crowley Rd & 21st St ----75 --50 --------------100 ----------------50 ------------250 ------
13: Crowley Rd & Sunnyside Rd 200 ----------350 ----50 ------250 200 --------175 --------100 25 ----------200
14: 55th East & Lincoln Rd ------75 ----------------75 ----------------50 ------------75 ------
15: 55th East & 1st St ------125 ----------------150 ----------------50 ------------175 ------
16: 52nd East & 1st St --125 ----------------------------------------50 50 ------1,225 --------
17: 21st St & 52nd East ----------------------------------50 ----75 --------------------25
18: Fieldstone Dr & 21st St --75 --------------------------------------------------25 --------
19: Hillside Canal Rd & 1st St --75 --------------------------------------------------25 --------
20: 52nd East & Gardner Canal Rd ----------------------25 ----------------------------100 ----------
21: 52nd East & 17th St/Hillside Canal Rd ------25 ----------------25 ----------------125 ------------275 ------
22: 21st St & 55th East --------------------75 ------------------25 ----------------------
23: 21st St & Southeast Rd --------------------50 ------------------25 ----------------------
24: 21st St & Gardner Canal Rd --------------------50 ------------------------------------------
25: Gardner Canal Rd & Southeast Rd ------50 ----------------50 ----------------25 --------------------
26: Southeast Rd & Gardner Canal Rd ------25 ----------------------------------50 ------------50 ------
27: Hillside Canal Rd & Southeast Rd --------------25 75 --------------50 --25 --------------------------
28: 55th East & Hillside Canal Rd ------50 ----------------100 ----------------50 ------------75 ------
29: 55th East & Southeast Rd ----------------------25 ----------------------------75 ----------
30: 55th East & Gardner Canal Rd ------50 ----------------75 ----------------50 ------------75 ------
31: Hillside Canal Rd & Gardner Canal Rd ------100 ----------------75 ----------------25 ------------50 ------
NB SB SW EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development TIS
Analysis: Future (2040) Plus Project
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
NE N
W SE
Intersection L LR LTR R T TR LTR LTR L LR LT LTR R T TR LTR LR LTR L LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd 225 ----200 275 ------275 ------250 375 --------325 ----300 650 --125 ------100 225 --
02: Hitt Rd & 1st St 325 ----250 550 ------275 ------200 325 --------250 ----300 400 --200 --------400 400
03: Hitt Rd & 17th St 275 ----350 425 ------350 ------275 425 --------400 ----450 650 --375 ------225 425 --
04: Hitt Rd & Sunnyside Rd 250 ----325 375 ------300 ------200 325 --------400 ----375 575 --200 ------275 325 --
05: Ammon Rd & Lincoln Rd 100 ----125 200 ------50 ------100 175 --------300 ----250 675 --100 ------50 125 --
06: Ammon Rd & 1st St 125 ----175 250 ------250 ------125 725 --------475 ----2,775 3,800 --175 ------150 325 --
07: Ammon Rd & 17th St 150 ----75 300 ------225 ------125 200 --------200 ----150 325 --150 --------250 300
08: Ammon Rd & Sunnyside Rd 150 ------125 125 ----150 --------200 150 ------300 ------775 775 75 --------250 250
09: Crowley Rd & Lincoln Rd ----150 ----------------225 ----------------5,250 ------------125 ------
10: Crowley Rd & 1st St ----3,100 ----------------2,100 ----------------6,300 ------------525 ------
11: Crowley Rd & 17th St ----1,050 ----------------125 --------------3,950 --2,600 ----------125 ------
12: Crowley Rd & 21st St ----4,425 ----------------250 ----------------50 ------------175 ------
13: Crowley Rd & Sunnyside Rd 125 --------250 ----125 ------150 175 --------275 --------3,325 100 ----------250
14: 55th East & Lincoln Rd ----75 ----------------75 ----------------75 ------------75 ------
15: 55th East & 1st St ----200 ----------------125 ----------------75 --------------------
16: 52nd East & 1st St --325 ------------------------------------------25 ----75 --------
17: 21st St & 52nd East --------------------------------50 ----125 --------------------25
18: Fieldstone Dr & 21st St --75 ------------------------------------------------25 --------
19: Hillside Canal Rd & 1st St --75 ------------------------------------------25 ----25 --------
20: 52nd East & Gardner Canal Rd --------------------50 ----------------------------75 ----------
21: 52nd East & 17th St/Hillside Canal Rd ----25 ----------------25 ----------------175 ------------125 ------
22: 21st St & 55th East ------------------75 ------------------25 ----------------------
23: 21st St & Southeast Rd ------------------50 ------------------25 ----------------------
24: 21st St & Gardner Canal Rd ------------------50 ------------------25 ----------------------
25: Gardner Canal Rd & Southeast Rd ----50 ----------------50 --------------------------------------
26: Southeast Rd & Gardner Canal Rd ----------------------25 ----------------50 ------------50 ------
27: Hillside Canal Rd & Southeast Rd ------------25 50 --------------50 --25 --------------------------
28: 55th East & Hillside Canal Rd ----75 ----------------50 ----------------50 ------------50 ------
29: 55th East & Southeast Rd ----------25 --------50 ----------------------------75 ----------
30: 55th East & Gardner Canal Rd ----75 ----------------50 ----------------50 ------------50 ------
31: Hillside Canal Rd & Gardner Canal Rd ----75 ----------------75 ----------------25 ------------25 ------
NB SB SW EB WB
SimTraffic Queueing Report
Project: Ammon BCP Development TIS
Analysis: Mitigated Future (2040) Plus Project
Time Period: Evening Peak Hour
95th Percentile Queue Length (feet) - Rounded Up to Nearest Multiple of 25 ft Project #: UT21-1969
NE N
W SE
Intersection L LR LT LTR R T TR LTR LTR L LR LT LTR R T TR LTR LR LTR L LT LTR R T TR L LR LT LTR R T TR
01: Hitt Rd & Lincoln Rd 225 ------200 300 ------275 ------250 400 --------275 ----300 625 --150 ------75 225 --
02: Hitt Rd & 1st St 300 ------250 525 ------225 ------200 350 --------250 ----300 375 --200 --------450 450
03: Hitt Rd & 17th St 275 ------375 425 ------325 ------250 400 --------525 ----500 900 --400 ------225 425 --
04: Hitt Rd & Sunnyside Rd 275 ------300 350 ------300 ------200 350 --------425 ----375 625 --200 ------300 350 --
05: Ammon Rd & Lincoln Rd 100 ------100 225 ------75 ------100 200 --------200 ----150 300 --100 ------50 125 --
06: Ammon Rd & 1st St 125 ------125 200 ------175 ------75 175 --------200 ----150 300 --150 ------75 175 --
07: Ammon Rd & 17th St 175 ------75 325 ------225 ------100 200 --------200 ----175 350 --200 --------300 350
08: Ammon Rd & Sunnyside Rd 150 --------150 125 ----150 --------225 175 ------300 ------450 400 100 --------250 275
09: Crowley Rd & Lincoln Rd 100 ----------50 --------225 --100 ------------250 --150 ----------175 ------
10: Crowley Rd & 1st St ----175 ------200 ----75 ----125 --------------225 ------200 ----100 ------100
11: Crowley Rd & 17th St ----125 ------100 --------100 --75 ----------125 --------175 ----75 ------75
12: Crowley Rd & 21st St ----600 --350 --------------225 ----------------50 ------------175 ------
13: Crowley Rd & Sunnyside Rd 150 ----------250 ----125 ------175 200 --------475 --------700 150 ----------325
14: 55th East & Lincoln Rd ------75 ----------------75 ----------------75 ------------75 ------
15: 55th East & 1st St ------100 ----------------75 ----------------325 ------------75 ------
16: 52nd East & 1st St --175 ----------------------------------------75 225 --50 --------150 --
17: 21st St & 52nd East ----------------------------------75 ----150 --------------------25
18: Fieldstone Dr & 21st St --75 --------------------------------------------------25 --------
19: Hillside Canal Rd & 1st St --75 --------------------------------------------------25 --------
20: 52nd East & Gardner Canal Rd ------------25 --------50 ----------------------------100 ----------
21: 52nd East & 17th St/Hillside Canal Rd ------25 ----------------50 ----------------300 ------------150 ------
22: 21st St & 55th East --------------------75 ------------------50 ----------------------
23: 21st St & Southeast Rd --------------------50 ------------------25 ----------------------
24: 21st St & Gardner Canal Rd --------------------50 ------------------25 ----------------------
25: Gardner Canal Rd & Southeast Rd ------50 ----------------50 ----------------25 ------------25 ------
26: Southeast Rd & Gardner Canal Rd ------25 ----------------------------------50 ------------50 ------
27: Hillside Canal Rd & Southeast Rd --------------25 50 --------------75 --25 --------------------------
28: 55th East & Hillside Canal Rd ------75 ----------------50 ----------------75 ------------75 ------
29: 55th East & Southeast Rd ----------------------75 ----------------------------75 ----------
30: 55th East & Gardner Canal Rd ------75 ----------------75 ----------------75 ------------50 ------
31: Hillside Canal Rd & Gardner Canal Rd ------100 ----------------75 ----------------50 ------------50 ------
NB SB SW EB WB