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21092 Rocking R Ranch TIS_Final Report Signed
ROCKING R RANCH DEVELOPMENT
TRAFFIC IMPACT STUDY
PROJECT NO. 21092
JUNE 2021
PREPARED FOR:
CITY OF AMMON
PREPARED BY:
EAGLE ROCK ENGINEERING AND LAND SURVEYING, LLC
1331 FREMONT AVENUE IDAHO FALLS, ID 83402 • 310 N 2nd E SUITE 153 REXBURG, ID 83440
Table of Contents
1. EXECUTIVE SUMMARY ................................................................................................................. 1
2. INTRODUCTION ........................................................................................................................... 1
2.1 Purpose ........................................................................................................................................ 1
2.2 Study Area ................................................................................................................................... 1
2.3 Horizon Years and Build Out ....................................................................................................... 1
3. ANALYSIS ..................................................................................................................................... 2
3.1 Existing Conditions ....................................................................................................................... 2
3.2 Additional Trips ............................................................................................................................ 3
3.3 Horizon Volumes .......................................................................................................................... 3
3.4 Synchro Level of Service (LOS) Analysis ..................................................................................... 5
4. LEFT AND RIGHT TURN WARRANTS ............................................................................................. 7
5. TRAFFIC SAFETY ........................................................................................................................... 8
6. CONCLUSIONS AND RECOMMENDATIONS .............................................................................. 9
6.1 Warrants ....................................................................................................................................... 9
7. CONTACTS .................................................................................................................................. 9
List of Tables
Table 1: Directional Counts from 05/04/2021 to 05/07/2021. ......................................................... 3
Table 2: Existing 2021 LOS Results. .................................................................................................... 6
Table 3: 2024 No Build without Project LOS Results. ........................................................................ 6
Table 4: 2024 Build with Project LOS Results. ................................................................................... 6
Table 5: 2029 No Build without Project LOS Results. ........................................................................ 7
Table 6: 2029 Build with Project LOS Results. ................................................................................... 7
Table 7: Left and Right Turn Lane Warrants (NCHRP 279). ............................................................. 8
List of Figures
Figure 1: Location of RRR and Subject Intersections. ..................................................................... 2
Figure 2: Existing AM and PM turning counts. ................................................................................. 2
Figure 3: 2024 No Build Peak Hour Volumes. ................................................................................... 3
Figure 4: 2024 Build with Project Peak Hour Volumes. .................................................................... 4
Figure 5: 2029 No Build Peak Hour Volumes. ................................................................................... 4
Figure 6: 2029 Build with Project Peak Hour Volumes. .................................................................... 4
Figure 7: Synchro 11 Simulation Network. ........................................................................................ 5
Rocking R Ranch TIS No. 21092 Page | 1
TRAFFIC IMPACT STUDY – ROCKING R RANCH DEVELOPMENT
1. Executive Summary
From this new 53 single-unit home development, additional trips for AM Peak are 11
(entering) 34 (exiting) and for PM Peak are 38 (entering) 21 (exiting). Total additional
weekday trips are 580, 290 (entering), 290 (exiting), per ITE Trip Generation Manual 10th
edition. For the 2029 No Build scenario, E Sunnyside Rd & S 45th E intersection received a
LOS F. This intersection will not meet BMPO minimum requirements even without the
additional volume from Rocking R Ranch (RRR) and other projects included in the Regional
Transportation Demand Model (RTPM). From traffic collision history each intersection has
met the traffic signal warrant for crash experience (MUTCD 2009).
2. Introduction
2.1 Purpose
This report was prepared for the City of Ammon to present a Traffic Impact Study (TIS) of
the Rocking R Ranch (RRR), development owned by Robertson Corner, LLC. RRR
development consists of approximately17.9 acres and is located at the northeast corner of
E Sunnyside Rd and S 45th E (aka Crowley Rd). This TIS is consistent with the guidelines
presented in the Bonneville Metropolitan Planning Organization Access Management Plan
dated July 2012.
2.2 Study Area
The location of this new development could impact traffic on S 45th E from E Sunnyside Rd
to E 17th St. S 45th E is classified as a minor arterial in a rural location, with many access points
from residential neighborhoods. See Appendix A for the preliminary plat. This study will focus
on the following intersections:
1. S 45th E and E Sunnyside Rd
2. S 45th E and E 21st S
3. S 45 E and E 17th St
2.3 Horizon Years and Build Out
RRR is expected to finish construction in 2024 and based on BMPO access management
guidance, the study years are Existing (2021), 2024, and 2029. This development will include
54 lots with one being a drainage pond, thus 53 lots will be built on. Additional AM and PM
peak trips will be less than 500 per ITE therefore this development requires a Category I TIS.
The following are the scenarios being studied:
1. Existing 2021 AM & PM peak
2. 2024 No Build without Project
3. 2024 Build with Project
4. 2029 No Build without Project
5. 2029 Build with Project
See Figure 1 on the following page for a site map.
Rocking R Ranch TIS No. 21092 Page | 2
Figure 1: Location of RRR and Subject Intersections.
3. Analysis
3.1 Existing Conditions
24-hr traffic flow counts were collected using tube counters from May 4th to May 7th, 2021.
Turning movement counts were collected June 3rd, 2021 at E Sunnyside Rd & S 45th E, and
counts for the other two intersections were collected on June 8th, 2021. School based trips
were not captured during the June 8th counts because the school year had just ended on
June 4th. See Appendix B for raw counts. Each intersection does not have pedestrian or
bicycle facilities. This segment of S 45th E and each intersection has no left or right turn
channelization at any leg, and all lanes/approaches are measured at 12-ft wide with
unpaved shoulders. Each approach speed is posted at 40 mph unless stated otherwise.
E Sunnyside Rd & S 45th E is a 4-way all way stop controlled (AWSC) intersection. E 21st S & S
45th E is a 4-way two way stop controlled (TWSC) intersection with posted speeds of 40 mph
on the northbound (NB), southbound (SB), and westbound (WB) approaches. The
eastbound approach is an access point for a residential neighborhood and is assumed to
have a posted speed of 25 mph. EB and WB approaches are stop controlled while NB and
SB approaches have no control. E 17th St & S 45th E is a three-leg mini-roundabout
intersection that is yield controlled.
Figure 2: Existing AM and PM turning counts.
Rocking R Ranch TIS No. 21092 Page | 3
Table 1: Directional Counts from 05/04/2021 to 05/07/2021.
3.2 Additional Trips
Using the ITE Trip Generation Manual 10th Edition additional trips from RRR was calculated
to be: AM Peak 11 (entering) 34 (exiting) and for PM Peak 38 (entering) 21 (exiting). Total
additional weekday trips are 580, 290 (entering), 290 (exiting). See Appendix C for ITE
TripGen sheets.
3.3 Horizon Volumes
BMPO provided 2019 and 2035 (build/no build) ADTs from the regional transportation
demand model (RTDM). Using these ADTs, additional trips, and exiting volumes the
following horizon year volumes were calculated. See Figures 3 through 6.
Figure 3: 2024 No Build Peak Hour Volumes.
Location Direction AM peak Date Time PM peak Date Time ADT
NB 305 5/7/2021 7:45 373 5/5/2021 16:45 4148
SB 372 5/6/2021 7:30 480 5/6/2021 17:00 4609
NB 337 5/5/2021 7:30 300 5/5/2021 17:00 3569
SB 284 5/6/2021 7:30 471 5/6/2021 17:15 4002
NB 134 5/7/2021 7:45 198 5/5/2021 16:00 2047
SB 262 5/6/2021 7:30 206 5/6/2021 16:45 2283
EB 441 5/6/2021 7:45 379 5/5/2021 16:45 3990
WB 209 5/7/2021 11:00 437 5/4/2021 16:45 4180
EB 126 5/6/2021 7:45 124 5/6/2021 15:00 1367
WB 83 5/7/2021 10:30 146 5/5/2021 18:15 1419
1916 S 45th E
2990 S 45th E
3400 S 45th E
4328 E Sunnyside Rd
4651 E Sunnyside Rd
Rocking R Ranch TIS No. 21092 Page | 4
Figure 4: 2024 Build with Project Peak Hour Volumes.
Figure 5: 2029 No Build Peak Hour Volumes.
Figure 6: 2029 Build with Project Peak Hour Volumes.
Rocking R Ranch TIS No. 21092 Page | 5
3.4 Synchro Level of Service (LOS) Analysis
Synchro 11 Light software was used to calculate intersection LOS for all scenarios. A network
of all subject intersections was built using existing geometric and intersection control
conditions. Simulation inputs were left as default except for peak hour factor, heavy vehicle
percentages, and speed limits. Figure 7, below, shows the Synchro network.
Figure 7: Synchro 11 Simulation Network.
LOS intersection results are presented on the next pages in Tables 2 through 6. The complete
Synchro 11 results can be seen in Appendix D. It needs to be noted that E Sunnyside Rd &
S 45th E were able to be evaluated under HCM 6th Edition because it met required
parameters, while the other intersections had to be analyzed using HCM 2000 due to
limitations to HCM 6th Edition. Additional traffic from RRR will not greatly impact any of the
intersections but will contribute to an increase in overall traffic. For 2029 No Build scenario E
Sunnyside Rd & S 45th E intersection received a LOS F. This intersection will not meet BMPO
minimum requirements even without the additional volume from RRR and other projects
included in the RTPM.
Rocking R Ranch TIS No. 21092 Page | 6
Table 2: Existing 2021 LOS Results.
Table 3: 2024 No Build without Project LOS Results.
Table 4: 2024 Build with Project LOS Results.
Intersection Name Direction
NB 13.1 B 14.1 B
SB 14.4 B 18.6 C
EB 13.0 B 24.3 C
WB 11.1 B 11.8 B
NB 0.1 A 0.2 A
SB 1.9 A 4.0 A
EB 10.4 B 25.9 D
WB 16.1 C 22.3 C
NB 5.1 A 6.1 A
SB 5.7 A 5.0 A
EB 3.9 A 6.1 A
5.8 A
AM Peak PM PeakExisting Volumes
2: S 45th E & E 21st St 6.6 A 5.9 B
Intersection LOS
1: S 45th E & E Sunnyside Rd 19.2 C
Approach LOS Intersection LOS
13.3 B
Approach LOS
3: S 45th E & E 17st St 5.2 A
Intersection Name Direction
NB 16.2 C 21.7 C
SB 19 C 39.9 E
EB 15.7 C 76.5 F
WB 12.8 B 14.8 B
NB 0.1 A 0.2 A
SB 1.9 A 4.1 A
EB 10.6 B 30.5 D
WB 18.3 C 29.1 D
NB 5.4 A 6.8 A
SB 6.2 A 5.4 A
EB 4.1 A 6.9 A
No Build 2024 AM Peak PM Peak
Approach LOS Intersection LOS Approach LOS Intersection LOS
2: S 45th E & E 21st St 7.4 A 7.1 A
1: S 45th E & E Sunnyside Rd 16.6 C 48.1 E
3: S 45th E & E 17st St 5.6 A 6.4 A
Intersection Name Direction
NB 17.1 C 24.5 C
SB 21.2 C 49.0 E
EB 17.0 C 110.8 F
WB 13.2 B 16.8 C
NB 0.1 A 0.2 A
SB 1.9 A 4.1 A
EB 10.7 B 32.3 D
WB 19.2 C 32.9 D
NB 5.6 A 7.2 A
SB 6.3 A 5.4 A
EB 4.2 A 7.5 A
Build w/ Project 2024 AM Peak PM Peak
Approach LOS Intersection LOS Approach LOS Intersection LOS
2: S 45th E & E 21st St 7.7 B 8 B
1: S 45th E & E Sunnyside Rd 18 C 64.6 F
3: S 45th E & E 17st St 5.7 A 6.8 A
Rocking R Ranch TIS No. 21092 Page | 7
Table 5: 2029 No Build without Project LOS Results.
Table 6: 2029 Build with Project LOS Results.
4. Left and Right Turn Warrants
Using NCHRP 279 (1985) left and right turn channelization was determined for all legs for all
scenarios. Table 7 presents the results for left turn and right turn warrants. If a cell contains an
“x” then this means that the warrant was met for the conditions. Right turn lanes are
recommended for SB and EB lanes at E Sunnyside Rd & S 45th E, NB and WB lanes at S 21st E &
S 45th E, SB and EB lanes at E 17th St & S 45th E by 2029 build-out. See Appendix E for details.
Intersection Name Direction
NB 20.4 C 29.2 D
SB 25.2 D 64.6 F
EB 19.2 C 145.4 F
WB 14.6 B 19.2 C
NB 0.1 A 0.2 A
SB 1.9 A 4.2 A
EB 10.9 B 35.8 E
WB 21.1 C 39.2 E
NB 5.7 A 7.4 A
SB 6.7 A 5.7 A
EB 4.3 A 7.7 A
No Build 2029 AM Peak PM Peak
Approach LOS Intersection LOS Approach LOS Intersection LOS
2: S 45th E & E 21st St 8.3 B 8.9 C
1: S 45th E & E Sunnyside Rd 20.9 C 82.8 F
3: S 45th E & E 17st St 5.9 A 7.0 A
Intersection Name Direction
NB 22.1 C 31.3 D
SB 30.0 D 75.3 F
EB 21.8 C 181.1 F
WB 15.2 C 19.8 C
NB 0.1 A 0.2 A
SB 1.9 A 4.2 A
EB 11.0 B 37.2 E
WB 22.3 C 45.2 E
NB 5.9 A 7.9 A
SB 6.7 A 5.7 A
EB 4.4 A 8.4 A
Build w/ Project 2029 AM Peak PM Peak
Approach LOS Intersection LOS Approach LOS Intersection LOS
2: S 45th E & E 21st St 8.9 B 10.0 C
1: S 45th E & E Sunnyside Rd 23.7 C 101.7 F
3: S 45th E & E 17st St 6.0 A 7.5 A
Rocking R Ranch TIS No. 21092 Page | 8
Table 7: Left and Right Turn Lane Warrants (NCHRP 279).
5. Traffic Safety
Traffic collision data was requested from Bonneville Public Records for each intersection
between 12/31/2016 to 12/31/2019 (3 years). These dates were chosen because of the traffic
impacts from the Covid-19 pandemic – this timeframe reflects normal traffic conditions. Each
intersection has met the traffic signal warrant for crash experience for 5 or more collisions within
12 months per the Manual on Traffic Control Devices 2009.
Table 8: Summary of Collisions at Subject Intersections.
Scenario Direction AM PM AM PM AM PM AM PM AM PM AM PM
NB x
SB x x x x
EB x
WB x
Direction AM PM AM PM AM PM AM PM AM PM AM PM
NB x
SB x x x x
EB x x
WB x
Direction AM PM AM PM AM PM AM PM AM PM AM PM
NB x
SB x x x x
EB x x
WB x
Direction AM PM AM PM AM PM AM PM AM PM AM PM
NB x
SB x x x x
EB x x
WB x
Direction AM PM AM PM AM PM AM PM AM PM AM PM
NB x
SB x x x x
EB x x
WB x
Right Turn
E Sunnyside Rd & S 45th E
Left Turn Right Turn Left Turn Right Turn
S 21st E & S 45th E E 17th St & S 45th E
Left Turn
Exiting 2021
2024 Build with Project
2024 No Build without Project
2029 Build with Project
2029 No Build without Project
Left and Right Turn Warrants
Year No. of Collisions Injuries PDO No. Vehicles
2017 12*2 10 15
2018 4 0 4 6
2019 6*1 5 8
Total 22 3 19 29
E Sunnyside Rd & S 45th E
Year No. of Collisions Injuries PDO No. Vehicles
2017 2 0 2 4
2018 9*1 9 13
2019 6*2 4 10
Total 17 3 15 27
E 21st S & S 45th E
Year No. Collisions Injuries PDO No. Vehicles
2017 8*2 6 14
2018 4 1 3 4
2019 5*0 5 5
Total 17 3 14 23
E 17th St & S 45th E
*Meets Traffic Signal Warrant 7 for Crash
Experience (MUCTD 2009)
Rocking R Ranch TIS No. 21092 Page | 9
6. Conclusions and Recommendations
RRR located at the northeast corner of E Sunnyside Rd & S 45th E with 53 single family unit homes
that is estimated to complete construction by 2024. This development falls under a Category
I TIS per the BMPO Access Management Guide, because it will add less than 500 peak hour
trips. Based on the LOS results this development will not greatly impact the intersections
included in this study. However, the intersection of E Sunnyside Rd & S 45th E will not meet BMPO
minimum requirements for LOS D for the 2029 No Build without Project scenario.
6.1 Warrants
All three intersections met signal warrants for the crash experience warrant per the MUTCD
2009. Right turn lanes are recommended for SB and EB lanes at E Sunnyside Rd & S 45th E,
NB and WB lanes at S 21st E & S 45th E, SB and EB lanes at E 17th St & S 45th E by 2029 build-
out per NCHRP 279.
7. Contacts
Eagle Rock Engineering prepared the study herein, working with the Developers for the
planning and development of the subdivisions as described in this report. The contacts for this
study include the owner of Eagle Rock Engineering, Kurt Roland, PLS, Paul Snarr, PE, Adam
Snarr, Survey Manager, and Angel Gonzalez. Reviewers of this Impact Study are invited to
contact these individuals as required to obtain any further clarifying information.
Disclaimer
This Impact Study is not intended to represent a commitment on the part of the City or the
Developer, nor to be all-inclusive; it merely represents a starting place to ensure the
development agreement, plats, and improvement drawings meet all parties’ requirements.
Appendix A
Preliminary Plat
2.5'24'SIDEWALK6'CHIP & FOG SEAL COATMAILLC9" PIT RUN2" ASPHALT PLANTMIX PAVEMENT12" TYPLANDSCAPELANDSCAPESLOPE = 2%SIDEWALK3" MIN. TOP SOIL5'60' RIGHT OF WAY SECTION21.5'STRIP2.0% MIN. STRAIGHT GRADETYP.6'5'60'2.0% MIN. STRAIGHT GRADE3" - 3/4" AGGREGATE BASE24'SEE DETAIL 221.5'STRIPPLPLNTS6" 3/4" BASE4" CONCRETE TYP.S 45TH E
MAJESTIC VIEW DR.LADY HAWK LN.WHITING WAYSUNNYSIDE RD BLOCK 2BLOCK 1BLOCK 1BLOCK 1BLOCK 3BLOCK 4S89° 57' 48"W 181.04'N87° 40' 40"W 199.34'L=86.213'N88° 43' 24"W 337.60'S88° 43' 24"E93.61'L=134.906'L=464.739'L=56.192' 61.79'
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4
"
E 8''W8''WCOTTONWOOD HILLS ESTATES, DIVISION 1COTTONWOOD HILLSESTATES, DIVISION 1COTTONWOOD HILLS ESTATES, DIVISION 1CURVE TABLECURVE #C1C2C3C4C5C6C7C8C9C10C11C12C13C14C15C16C17C18C19C20C21C23LENGTH81.2129.4775.7612.0410.2242.4535.3447.9155.0527.1540.7617.2112.818.2253.3653.368.2233.4032.1131.8377.0949.26RADIUS120.0020.00100.00100.00100.0045.0050.0050.0050.0050.0043.21100.00100.00100.00100.00100.00100.0060.0040.0040.0040.0040.00DELTA38°46'26"84°25'44"43°24'37"6°53'59"5°51'25"54°02'34"40°29'54"54°54'10"63°05'05"31°07'00"54°02'34"9°51'45"7°20'25"4°42'43"30°34'17"30°34'17"4°42'43"31°53'37"45°59'36"45°35'16"110°25'18"70°33'59"CHORD BEARINGN69° 20' 11"WN87° 50' 10"ES69° 37' 06"WN85° 16' 25"WN78° 53' 43"WN77° 00' 43"ES70° 14' 23"WN62° 03' 34"WN03° 03' 57"WN44° 02' 06"ES33° 48' 53"WN09° 25' 37"EN18° 01' 42"EN24° 03' 15"EN41° 41' 45"EN72° 16' 02"EN89° 54' 31"EN72° 46' 36"WS22° 57' 48"WS68° 45' 11"WN33° 30' 44"WN56° 58' 53"ECHORD79.6726.8873.9712.0310.2240.8934.6146.1052.3126.8239.2717.1912.808.2252.7352.738.2232.9731.2530.9965.7046.21LINE TABLESEGMENTL1L2L3L4L5L6L7L8L9L10L11DIRECTIONS44° 58' 00"W'S45° 37' 18"W'N56° 49' 47"W'N28° 25' 54"W'N44° 58' 00"E'S45° 02' 00"E'S45° 02' 00"E'N63° 10' 27"E'S44° 58' 00"W'S29° 12' 08"E'S43° 53' 04"E'LENGTH28.2828.6121.0919.0228.2828.2828.2826.4928.2831.0429.75AGLE ROCKNGINEERINGCIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665ROCKING R RANCHPRELIMINARY PLATPART OF THE THE SOUTHWEST QUARTER OF SECTION 25,TOWNSHIP 2 NORTH, RANGE 38 EAST, BOISE MERIDIAN,CITY OF AMMON, BONNEVILLE COUNTY, IDAHOTOTAL ACRES = 17.899 ACRES53 RESIDENTIAL LOTSMINIMUM LOT WIDTH FOR ZONE R1 =80'DENSITY = 2.96 UNITS PER ACREAVERAGE LOT SIZE = 10,737 SFEXISTING ZONE = R1PRELIMINARY PLATVICINITY MAPUTILITIES SERVED BY ROBERTSON CORNER, LLCPREPARED FOR:FLOOD NOTEBY GRAPHIC PLOTTING ONLY, THISPROPERTY IS IN ZONE 'X' OF THE FLOODINSURANCE RATE MAP, COMMUNITYPANEL NO. 1600270235D, WHICH BEARSAN EFFECTIVE DATE OF 04/02/2002.PARTS OF THIS PROPERTY ARE OUTSIDETHE 500-YEAR FLOOD PLAIN, AND THEREMAINING PORTIONS ARE IN AREAS OF500-YEAR FLOOR, AREAS OF 100-YEARFLOOD WITH AVERAGE DEPTHS OF LESSTHAN 1 FOOT OR WITH DRAINAGEAREAS LESS THAN 1 SQUARE MILE , ORAREAS PROTECTED BY LEVEES FROM100-YEAR FLOOD.SHEET 1 OF XBOUNDARY DESCRIPTION4703CONTOURSLEGENDBOUNDARY LINELOT LINE15' P.U.E. OR AS NOTEDP.O.B.POINT OF BEGINNINGSECTION LINEEXISTING CANAL BANKWATER MAINSANITARY SEWER MAINPROPOSED/EXISTING FIRE HYDRANTPROPOSED/EXISTING VALVEPROPOSED/EXISTING CURB AND GUTTERPROPOSED/EXISTING STREET LIGHTPROPOSED/EXISTING POWER POLE PROPOSED/EXISTING MANHOLEPROPOSED/EXISTING STORM DRAIN INLET8" W 8" SSSECTION CORNERGAS - INTERMOUNTAIN GASPOWER - ROCKY MOUNTAIN POWERSEWER - CITY OF AMMONWATER - CITY OF AMMON WATER SYSTEMSURVEYED BY:DRAWN BY:PROJECT NO.APPROVED BY:OFFICES AT:310 N 2nd East, Suite 153Rexburg, Idaho 834401331 Fremont Ave. Idaho Falls, Idaho 83402CAD NAME:REVISION:DATE:SCALE:EAGLE ROCKNGINEERINGCIVIL PLANNING SURVEYINGIDAHO FALLS (208) 542-2665 REXBURG (208) 359-2665ADAM SNARRMATT PATZERAPRIL 20211"=80'KURT ROLAND21021 ROCKING R RANCH21021BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 26, SAID POINT BEINGMOUMENTED WITH AN ALUMINUM CAP OVER A 2 1/2 " ALUMINUM PIPE, RECORDED ASINSTRUMENT NO. 1402372 IN THE BONNEVILLE COUNTY CLERK'S OFFICE; THENCEN01°34'41"W ALONG THE EAST LINE OF SAID SECTION 26 FOR A DISTANCE OF 143.00 FEETTO THE TRUE POINT OF BEGINNING; THENCE N87°44'07"W 45.18 FEET, MORE OR LESS, TOTHE EAST RIGHT OF WAY LINE OF 45TH EAST (CROWLEY ROAD); THENCE N00°02'00"WALONG SAID RIGHT OF WAY LINE 936.81 FEET; THENCE S88°43'24"E 19.85 FEET, MORE ORLESS, TO THE WEST LINE OF SAID SECTION 25; THENCE S88°43'24"E 215.00 FEET; THENCEN01°34'41"W 148.00 FEET; THENCE S88°43'24"E 106.95 FEET TO THE SOUTHWEST CORNEROF LOT 1, BLOCK 1 OF THE COTTONWOOD HILLS ESTATES, DIVISION NO. 1, AN ADDITIONTO THE CITY OF AMMON, RECORDED AS INSTRUMENT NO. 1086591 IN THE BONNEVILLECOUNTY CLERK'S OFFICE; THENCE S88°43'24"E ALONG THE SOUTH LINE OF SAIDCOTTONWOOD HILLS ESTATES 624.95 FEET TO THE WEST TOE OF THE JOHN EMPEY DITCHAS LOCATED BY RECORD OF SURVEY INSTRUMENT NO. 1168057 AND 1310905 ASRECORDED IN THE BONNEVILLE COUNTY CLERK'S OFFICE; THENCE S21°41'54"W ALONGSAID WEST TOE 1166.87 FEET; THENCE N87°44'07"W 485.70 FEET TO THE TRUE POINT OFBEGINNING. CONTAINING 17.899 ACRES0SCALE: 1" =80'80'80'40'WESNFOUND ALUMINUM CAPWEST QUARTER CORNERSECTION 25 TOWNSHIP 2 NORTHRANGE 38 EAST BOISE MERIDIANCPF NO. 1633074FOUND ALUMINUM CAPSOUTH QUARTER CORNERSECTION 25 TOWNSHIP 2 NORTHRANGE 38 EAST BOISE MERIDIANCPF NO. 1674422FOUND ALUMINUM CAPSOUTHWEST CORNERSECTION 25 TOWNSHIP 2 NORTHRANGE 38 EAST BOISE MERIDIANCPF NO. 1665798EXISTING CANALCONNECTION TOEXISTING SEWERLINECONNECTIONTO EXISTINGWATER MAIN
Appendix B
Traffic Counts and Growth
Basic Volume Report: 1916 S 45TH E
Station ID :1916 S 45TH E
Info Line 1 :
Info Line 2 :
DB File :1916 S 45TH E.DB
Number of Lanes :
40.0 mph
1
Posted Speed Limit :
G43830
2.03
Omega-GLast Connected Device Type :
Version Number :
Serial Number :
Lane #1 Configuration
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
1.North Normal Veh.No
GPS Lat/Lon :43 28.7628,N / 111 56.6639,W
Lane #1 Basic Volume Data From: 10:00 - 05/05/2021 To: 16:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/05/21 10:00 35 42 39 58 174
Wed 11:00 57 52 61 48 218
12:00 58 60 66 42 226
13:00 55 45 51 59 210
14:00 53 57 85 71 266
15:00 67 48 64 77 256
16:00 75 86 91 85 337
17:00 103 92 93 83 371
18:00 58 94 83 70 305
19:00 54 54 63 81 252
20:00 58 58 38 48 202
21:00 42 25 32 16 115
22:00 28 21 24 16 89
23:00 15 15 8 1 39
Day Total :3060
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
392 (12.8%)
2668 (87.2%)
0.934
0.905
54.6
218.6
10:45 =
16:45 =
228 (7.5%)
373 (12.2%)
Centurion Basic Volume Report Printed: 05/24/21 Page 1Centurion Basic Volume Report Printed: 05/24/21 Page 1
Station: 1916 S 45TH E Lane #1 Data From: 10:00 - 05/05/2021 To: 16:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 4 4 2 3 13
Thu 01:00 2 2 3 1 8
02:00 1 1 0 0 2
03:00 0 1 0 0 1
04:00 1 2 3 4 10
05:00 4 1 11 11 27
06:00 12 20 40 39 111
07:00 47 37 68 84 236
08:00 87 62 68 48 265
09:00 55 52 60 42 209
10:00 46 30 39 55 170
11:00 61 34 54 48 197
12:00 69 55 76 60 260
13:00 55 53 62 48 218
14:00 62 61 65 82 270
15:00 78 60 77 68 283
16:00 81 95 74 66 316
17:00 71 75 83 94 323
18:00 86 70 77 59 292
19:00 61 51 44 58 214
20:00 56 52 45 46 199
21:00 52 56 35 31 174
22:00 39 29 13 13 94
23:00 14 6 8 5 33
Day Total :3925
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1249 (31.8%)
2676 (68.2%)
0.865
0.889
40.9
163.5
07:30 =
17:15 =
301 (7.7%)
338 (8.6%)
Centurion Basic Volume Report Printed: 05/24/21 Page 2Centurion Basic Volume Report Printed: 05/24/21 Page 2
Station: 1916 S 45TH E Lane #1 Data From: 10:00 - 05/05/2021 To: 16:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 1 4 7 2 14
Fri 01:00 1 1 0 3 5
02:00 1 3 0 0 4
03:00 2 1 1 1 5
04:00 2 0 2 5 9
05:00 0 2 10 7 19
06:00 10 19 32 39 100
07:00 44 35 58 90 227
08:00 84 61 70 46 261
09:00 50 42 43 48 183
10:00 50 44 73 62 229
11:00 47 48 54 48 197
12:00 56 57 59 56 228
13:00 74 57 68 55 254
14:00 88 61 67 100 316
15:00 68 66 57 91 282
16:00 85 17 102
Day Total :2435
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1253 (51.5%)
1182 (48.5%)
0.847
0.790
36.9
147.6
07:45 =
14:00 =
305 (12.5%)
316 (13.0%)
Centurion Basic Volume Report Printed: 05/24/21 Page 3
Station: 1916 S 45TH E Lane #2 Data From: 10:00 - 05/05/2021 To: 16:29 - 05/07/2021
Lane #2 Configuration
Lane #2 Basic Volume Data From: 10:00 - 05/05/2021 To: 16:29 - 05/07/2021
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
2.South Normal Veh.No
Date Time :00 :15 :30 :45 Total
05/05/21 10:00 37 37 48 49 171
Wed 11:00 56 63 59 66 244
12:00 77 61 66 49 253
13:00 56 62 81 56 255
14:00 56 67 61 98 282
15:00 80 97 91 75 343
16:00 101 98 112 77 388
17:00 101 113 103 110 427
18:00 76 69 75 80 300
19:00 71 79 61 50 261
20:00 53 50 58 35 196
21:00 44 33 23 21 121
22:00 21 20 13 17 71
23:00 12 11 3 10 36
Day Total :3348
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
415 (12.4%)
2933 (87.6%)
0.924
0.945
59.8
239.1
11:00 =
17:00 =
244 (7.3%)
427 (12.8%)
Centurion Basic Volume Report Printed: 05/24/21 Page 4Centurion Basic Volume Report Printed: 05/24/21 Page 4
Station: 1916 S 45TH E Lane #2 Data From: 10:00 - 05/05/2021 To: 16:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 4 1 2 3 10
Thu 01:00 0 1 3 1 5
02:00 0 1 0 1 2
03:00 0 3 0 3 6
04:00 4 0 4 5 13
05:00 5 7 12 12 36
06:00 21 23 23 34 101
07:00 43 62 90 74 269
08:00 101 107 68 74 350
09:00 54 50 67 48 219
10:00 55 53 59 41 208
11:00 55 59 61 68 243
12:00 58 66 55 65 244
13:00 55 62 57 47 221
14:00 63 52 66 79 260
15:00 75 65 83 83 306
16:00 75 75 95 101 346
17:00 99 139 119 123 480
18:00 93 64 89 80 326
19:00 56 66 60 54 236
20:00 59 51 56 43 209
21:00 47 30 26 25 128
22:00 31 14 20 15 80
23:00 26 10 7 4 47
Day Total :4345
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1462 (33.6%)
2883 (66.4%)
0.869
0.863
45.3
181.0
07:30 =
17:00 =
372 (8.6%)
480 (11.0%)
Centurion Basic Volume Report Printed: 05/24/21 Page 5Centurion Basic Volume Report Printed: 05/24/21 Page 5
Station: 1916 S 45TH E Lane #2 Data From: 10:00 - 05/05/2021 To: 16:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 2 3 2 2 9
Fri 01:00 2 0 1 1 4
02:00 1 0 0 1 2
03:00 1 3 1 1 6
04:00 0 0 1 3 4
05:00 3 6 9 11 29
06:00 16 23 21 33 93
07:00 31 56 80 66 233
08:00 95 96 63 48 302
09:00 68 52 53 57 230
10:00 50 37 50 53 190
11:00 55 47 73 61 236
12:00 66 67 71 92 296
13:00 77 73 90 68 308
14:00 69 61 102 102 334
15:00 89 88 106 90 373
16:00 98 27 125
Day Total :2774
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1338 (48.2%)
1436 (51.8%)
0.878
0.908
42.0
168.1
07:30 =
14:45 =
337 (12.1%)
385 (13.9%)
Centurion Basic Volume Report Printed: 05/24/21 Page 6Centurion Basic Volume Report Printed: 05/24/21 Page 6
Basic Volume Summary: 1916 S 45TH E
Grand Total For Data From: 10:00 - 05/05/2021 To: 16:29 - 05/07/2021
Total Count # Of Days ADT Avg. Period PM Total & PercentAvg. Hour AM Total & PercentLane
#1.9420 2.27 4148 43.2 172.8 2894 6526(47.4%)(69.3%)(30.7%)
#2.10467 2.27 4609 48.0 192.1 3215 7252(52.6%)(69.3%)(30.7%)
ALL 19887 2.27 8757 91.2 364.9 6109 13778 (69.3%)(30.7%)
Lane Peak AM Hour Peak AM Factor Peak PM Hour Peak PM FactorDateDate
#1.07:45 =305 0.847 16:45 =373 0.90505/07/2021 05/05/2021
#2.07:30 =372 0.869 17:00 =480 0.86305/06/2021 05/06/2021
Centurion Basic Volume Report Printed: 05/24/21 Page 7
Basic Volume Report: 2990 S 45 E
Station ID :2990 S 45 E
Info Line 1 :
Info Line 2 :
DB File :2990 N 45 E.DB
Number of Lanes :
40.0 mph
1
Posted Speed Limit :
G43832
2.03
Omega-GLast Connected Device Type :
Version Number :
Serial Number :
Lane #1 Configuration
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
1.North Normal Veh.No
GPS Lat/Lon :43 28.2055,N / 111 56.6812,W
Lane #1 Basic Volume Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/04/21 11:00 47 47 45 56 195
Tue 12:00 49 44 45 67 205
13:00 61 37 40 49 187
14:00 41 42 66 93 242
15:00 61 51 48 83 243
16:00 70 57 61 69 257
17:00 57 67 65 70 259
18:00 65 57 55 71 248
19:00 46 36 56 39 177
20:00 34 46 28 23 131
21:00 22 22 12 17 73
22:00 18 7 6 7 38
23:00 9 8 6 1 24
Day Total :2279
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
195 (8.6%)
2084 (91.4%)
0.871
0.728
43.8
175.3
11:00 =
14:30 =
195 (8.6%)
271 (11.9%)
Centurion Basic Volume Report Printed: 05/24/21 Page 1Centurion Basic Volume Report Printed: 05/24/21 Page 1
Station: 2990 S 45 E Lane #1 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/05/21 00:00 3 2 0 0 5
Wed 01:00 4 0 1 1 6
02:00 0 0 0 1 1
03:00 1 2 0 5 8
04:00 5 1 7 10 23
05:00 8 10 10 18 46
06:00 17 24 34 47 122
07:00 42 54 75 81 252
08:00 89 92 68 52 301
09:00 39 33 42 48 162
10:00 45 40 36 53 174
11:00 50 45 51 40 186
12:00 64 46 53 47 210
13:00 50 39 42 49 180
14:00 42 31 60 81 214
15:00 65 45 61 63 234
16:00 69 70 73 62 274
17:00 90 70 74 66 300
18:00 50 57 61 68 236
19:00 36 49 42 50 177
20:00 49 51 34 29 163
21:00 24 17 15 10 66
22:00 13 14 6 8 41
23:00 13 11 5 2 31
Day Total :3412
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1286 (37.7%)
2126 (62.3%)
0.916
0.833
35.5
142.2
07:30 =
17:00 =
337 (9.9%)
300 (8.8%)
Centurion Basic Volume Report Printed: 05/24/21 Page 2Centurion Basic Volume Report Printed: 05/24/21 Page 2
Station: 2990 S 45 E Lane #1 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 1 3 2 3 9
Thu 01:00 1 1 2 3 7
02:00 1 1 0 0 2
03:00 0 2 0 3 5
04:00 3 2 5 9 19
05:00 7 5 16 17 45
06:00 20 24 42 44 130
07:00 35 63 63 92 253
08:00 77 70 88 50 285
09:00 48 53 61 47 209
10:00 39 36 35 61 171
11:00 48 44 31 55 178
12:00 52 47 68 45 212
13:00 43 46 55 45 189
14:00 55 44 41 85 225
15:00 59 59 69 69 256
16:00 68 83 62 68 281
17:00 59 68 60 75 262
18:00 68 64 64 50 246
19:00 48 36 41 51 176
20:00 38 37 32 24 131
21:00 25 26 26 14 91
22:00 32 22 9 12 75
23:00 3 4 3 3 13
Day Total :3470
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1313 (37.8%)
2157 (62.2%)
0.889
0.850
36.1
144.6
07:45 =
15:30 =
327 (9.4%)
289 (8.3%)
Centurion Basic Volume Report Printed: 05/24/21 Page 3Centurion Basic Volume Report Printed: 05/24/21 Page 3
Station: 2990 S 45 E Lane #1 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 2 1 2 1 6
Fri 01:00 0 1 0 2 3
02:00 1 1 0 0 2
03:00 2 2 2 3 9
04:00 1 0 3 6 10
05:00 4 7 10 18 39
06:00 16 21 41 48 126
07:00 38 47 56 91 232
08:00 92 71 73 48 284
09:00 40 51 54 54 199
10:00 53 54 57 63 227
11:00 57 45 58 46 206
12:00 51 44 64 49 208
13:00 70 54 43 57 224
14:00 69 43 61 91 264
15:00 69 57 61 72 259
16:00 29 29
Day Total :2327
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1343 (57.7%)
984 (42.3%)
0.889
0.764
35.8
143.2
07:45 =
14:30 =
327 (14.1%)
278 (11.9%)
Centurion Basic Volume Report Printed: 05/24/21 Page 4
Station: 2990 S 45 E Lane #2 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Lane #2 Configuration
Lane #2 Basic Volume Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
2.South Normal Veh.No
Date Time :00 :15 :30 :45 Total
05/04/21 11:00 53 53 60 61 227
Tue 12:00 62 47 57 49 215
13:00 56 61 62 44 223
14:00 45 59 70 70 244
15:00 72 63 72 68 275
16:00 82 82 73 103 340
17:00 105 110 100 100 415
18:00 85 93 77 72 327
19:00 65 65 65 70 265
20:00 42 45 46 45 178
21:00 33 35 26 19 113
22:00 12 12 12 10 46
23:00 15 7 4 6 32
Day Total :2900
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
227 (7.8%)
2673 (92.2%)
0.930
0.950
55.8
223.1
11:00 =
16:45 =
227 (7.8%)
418 (14.4%)
Centurion Basic Volume Report Printed: 05/24/21 Page 5Centurion Basic Volume Report Printed: 05/24/21 Page 5
Station: 2990 S 45 E Lane #2 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/05/21 00:00 3 1 1 2 7
Wed 01:00 3 0 2 1 6
02:00 0 2 1 0 3
03:00 0 1 1 0 2
04:00 0 0 1 1 2
05:00 4 5 4 5 18
06:00 9 17 11 27 64
07:00 24 53 59 74 210
08:00 74 68 53 53 248
09:00 42 40 35 39 156
10:00 28 39 41 50 158
11:00 44 63 40 46 193
12:00 57 47 49 39 192
13:00 51 56 77 58 242
14:00 47 68 60 66 241
15:00 73 69 60 82 284
16:00 94 79 106 74 353
17:00 102 114 107 114 437
18:00 81 88 63 73 305
19:00 65 65 70 61 261
20:00 51 48 60 47 206
21:00 35 35 23 15 108
22:00 22 14 8 16 60
23:00 14 10 6 6 36
Day Total :3792
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1067 (28.1%)
2725 (71.9%)
0.929
0.958
39.5
158.0
07:30 =
17:00 =
275 (7.3%)
437 (11.5%)
Centurion Basic Volume Report Printed: 05/24/21 Page 6Centurion Basic Volume Report Printed: 05/24/21 Page 6
Station: 2990 S 45 E Lane #2 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 6 1 5 3 15
Thu 01:00 0 2 3 2 7
02:00 1 2 0 1 4
03:00 0 1 0 1 2
04:00 2 1 3 1 7
05:00 2 3 5 3 13
06:00 11 14 13 29 67
07:00 35 56 74 71 236
08:00 73 66 41 51 231
09:00 47 39 46 39 171
10:00 39 41 51 39 170
11:00 46 44 51 54 195
12:00 47 56 48 55 206
13:00 49 60 50 49 208
14:00 63 63 70 49 245
15:00 66 60 71 77 274
16:00 81 84 88 72 325
17:00 90 151 125 101 467
18:00 94 65 71 64 294
19:00 58 62 62 61 243
20:00 64 62 62 53 241
21:00 49 32 26 30 137
22:00 24 17 18 17 76
23:00 24 8 5 6 43
Day Total :3877
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1118 (28.8%)
2759 (71.2%)
0.959
0.780
40.4
161.5
07:30 =
17:15 =
284 (7.3%)
471 (12.1%)
Centurion Basic Volume Report Printed: 05/24/21 Page 7Centurion Basic Volume Report Printed: 05/24/21 Page 7
Station: 2990 S 45 E Lane #2 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 4 5 3 2 14
Fri 01:00 1 0 2 1 4
02:00 1 0 1 1 3
03:00 1 2 2 0 5
04:00 0 0 0 2 2
05:00 1 2 3 3 9
06:00 14 14 15 27 70
07:00 32 35 61 75 203
08:00 60 53 39 34 186
09:00 46 49 41 33 169
10:00 52 36 62 37 187
11:00 43 41 55 49 188
12:00 62 62 73 91 288
13:00 63 64 80 67 274
14:00 69 94 104 87 354
15:00 75 90 75 87 327
16:00 30 30
Day Total :2313
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1040 (45.0%)
1273 (55.0%)
0.830
0.865
35.6
142.3
07:30 =
14:15 =
249 (10.8%)
360 (15.6%)
Centurion Basic Volume Report Printed: 05/24/21 Page 8Centurion Basic Volume Report Printed: 05/24/21 Page 8
Basic Volume Summary: 2990 S 45 E
Grand Total For Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Total Count # Of Days ADT Avg. Period PM Total & PercentAvg. Hour AM Total & PercentLane
#1.11488 3.22 3569 37.2 148.7 4137 7351(47.1%)(64.0%)(36.0%)
#2.12882 3.22 4002 41.7 166.8 3452 9430(52.9%)(73.2%)(26.8%)
ALL 24370 3.22 7571 78.9 315.5 7589 16781 (68.9%)(31.1%)
Lane Peak AM Hour Peak AM Factor Peak PM Hour Peak PM FactorDateDate
#1.07:30 =337 0.916 17:00 =300 0.83305/05/2021 05/05/2021
#2.07:30 =284 0.959 17:15 =471 0.78005/06/2021 05/06/2021
Centurion Basic Volume Report Printed: 05/24/21 Page 9
Basic Volume Report: 3400 S 45 E
Station ID :3400 S 45 E
Info Line 1 :
Info Line 2 :
DB File :3400 S 45 E.DB
Number of Lanes :
50.0 mph
1
Posted Speed Limit :
G43833
2.03
Omega-GLast Connected Device Type :
Version Number :
Serial Number :
Lane #1 Configuration
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
1.North Normal Veh.No
GPS Lat/Lon :43 27.8819,N / 111 56.6630,W
Lane #1 Basic Volume Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/04/21 11:00 21 16 22 22 81
Tue 12:00 31 28 19 35 113
13:00 32 23 23 29 107
14:00 38 29 48 56 171
15:00 40 33 29 45 147
16:00 51 43 45 38 177
17:00 40 38 52 40 170
18:00 46 49 37 40 172
19:00 30 26 33 22 111
20:00 23 37 24 12 96
21:00 16 16 20 11 63
22:00 14 8 7 8 37
23:00 14 3 3 0 20
Day Total :1465
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
81 (5.5%)
1384 (94.5%)
0.920
0.835
28.2
112.7
11:00 =
17:30 =
81 (5.5%)
187 (12.8%)
Centurion Basic Volume Report Printed: 05/24/21 Page 1Centurion Basic Volume Report Printed: 05/24/21 Page 1
Station: 3400 S 45 E Lane #1 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/05/21 00:00 1 2 1 1 5
Wed 01:00 2 1 0 1 4
02:00 0 0 0 0 0
03:00 0 0 0 1 1
04:00 1 0 0 1 2
05:00 1 0 0 2 3
06:00 3 7 4 13 27
07:00 21 17 29 28 95
08:00 39 25 32 28 124
09:00 28 16 20 23 87
10:00 27 28 18 20 93
11:00 24 20 34 35 113
12:00 42 27 33 22 124
13:00 29 24 20 39 112
14:00 26 22 29 49 126
15:00 33 26 28 40 127
16:00 56 49 51 42 198
17:00 55 48 52 40 195
18:00 35 35 41 40 151
19:00 33 29 35 34 131
20:00 43 42 37 29 151
21:00 21 17 11 13 62
22:00 15 12 5 8 40
23:00 7 8 5 2 22
Day Total :1993
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
554 (27.8%)
1439 (72.2%)
0.795
0.884
20.8
83.0
07:45 =
16:00 =
124 (6.2%)
198 (9.9%)
Centurion Basic Volume Report Printed: 05/24/21 Page 2Centurion Basic Volume Report Printed: 05/24/21 Page 2
Station: 3400 S 45 E Lane #1 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 2 2 1 2 7
Thu 01:00 0 1 0 3 4
02:00 0 0 0 1 1
03:00 1 0 0 0 1
04:00 0 0 0 1 1
05:00 1 1 3 1 6
06:00 6 6 7 22 41
07:00 12 26 17 39 94
08:00 34 25 35 31 125
09:00 17 27 18 26 88
10:00 27 15 21 25 88
11:00 19 26 14 20 79
12:00 31 34 37 32 134
13:00 25 28 36 31 120
14:00 39 25 29 42 135
15:00 45 33 29 57 164
16:00 44 52 35 43 174
17:00 42 32 41 52 167
18:00 39 50 35 34 158
19:00 36 34 27 39 136
20:00 35 35 30 32 132
21:00 20 19 23 13 75
22:00 19 16 12 11 58
23:00 6 2 3 4 15
Day Total :2003
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
535 (26.7%)
1468 (73.3%)
0.853
0.825
20.9
83.5
07:45 =
15:45 =
133 (6.6%)
188 (9.4%)
Centurion Basic Volume Report Printed: 05/24/21 Page 3Centurion Basic Volume Report Printed: 05/24/21 Page 3
Station: 3400 S 45 E Lane #1 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 2 1 0 0 3
Fri 01:00 0 2 1 3 6
02:00 1 0 1 2 4
03:00 1 0 0 0 1
04:00 0 0 0 1 1
05:00 0 2 1 5 8
06:00 3 5 5 13 26
07:00 11 14 16 30 71
08:00 33 31 40 19 123
09:00 23 28 21 22 94
10:00 27 23 30 28 108
11:00 36 15 26 28 105
12:00 25 32 30 37 124
13:00 28 28 33 43 132
14:00 36 35 41 60 172
15:00 42 34 32 108
Day Total :1086
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
550 (50.6%)
536 (49.4%)
0.838
0.742
17.2
69.0
07:45 =
14:15 =
134 (12.3%)
178 (16.4%)
Centurion Basic Volume Report Printed: 05/24/21 Page 4
Station: 3400 S 45 E Lane #2 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Lane #2 Configuration
Lane #2 Basic Volume Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
2.South Normal Veh.No
Date Time :00 :15 :30 :45 Total
05/04/21 11:00 29 24 35 33 121
Tue 12:00 30 22 28 34 114
13:00 34 27 46 18 125
14:00 27 35 34 27 123
15:00 35 43 50 43 171
16:00 34 45 30 55 164
17:00 56 47 44 51 198
18:00 42 34 40 47 163
19:00 32 33 20 25 110
20:00 22 19 20 12 73
21:00 18 21 7 7 53
22:00 8 6 10 6 30
23:00 5 3 1 1 10
Day Total :1455
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
121 (8.3%)
1334 (91.7%)
0.864
0.902
28.0
111.9
11:00 =
16:45 =
121 (8.3%)
202 (13.9%)
Centurion Basic Volume Report Printed: 05/24/21 Page 5Centurion Basic Volume Report Printed: 05/24/21 Page 5
Station: 3400 S 45 E Lane #2 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/05/21 00:00 0 0 2 2 4
Wed 01:00 2 1 0 1 4
02:00 0 1 1 0 2
03:00 0 1 0 0 1
04:00 0 1 2 7 10
05:00 2 5 5 5 17
06:00 10 14 13 19 56
07:00 23 32 51 65 171
08:00 59 76 42 32 209
09:00 21 30 24 29 104
10:00 18 15 27 32 92
11:00 29 37 37 36 139
12:00 42 26 26 26 120
13:00 15 30 36 33 114
14:00 29 26 43 33 131
15:00 32 41 41 43 157
16:00 47 41 45 49 182
17:00 36 52 54 52 194
18:00 36 42 37 45 160
19:00 41 31 34 37 143
20:00 24 26 17 26 93
21:00 24 19 14 10 67
22:00 8 8 5 8 29
23:00 9 5 4 1 19
Day Total :2218
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
809 (36.5%)
1409 (63.5%)
0.826
0.898
23.1
92.4
07:30 =
17:00 =
251 (11.3%)
194 (8.7%)
Centurion Basic Volume Report Printed: 05/24/21 Page 6Centurion Basic Volume Report Printed: 05/24/21 Page 6
Station: 3400 S 45 E Lane #2 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 4 3 3 0 10
Thu 01:00 1 1 1 1 4
02:00 2 1 0 0 3
03:00 0 1 0 1 2
04:00 1 0 3 2 6
05:00 3 3 6 6 18
06:00 11 12 11 15 49
07:00 30 37 51 61 179
08:00 73 77 44 30 224
09:00 42 32 27 22 123
10:00 25 30 31 19 105
11:00 35 30 39 36 140
12:00 32 22 30 37 121
13:00 25 33 30 25 113
14:00 31 32 32 28 123
15:00 36 37 41 42 156
16:00 30 45 44 46 165
17:00 44 61 55 45 205
18:00 37 36 33 37 143
19:00 25 24 27 21 97
20:00 31 32 20 19 102
21:00 21 19 13 14 67
22:00 12 8 13 6 39
23:00 10 4 0 2 16
Day Total :2210
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
863 (39.0%)
1347 (61.0%)
0.851
0.844
23.0
92.1
07:30 =
16:45 =
262 (11.9%)
206 (9.3%)
Centurion Basic Volume Report Printed: 05/24/21 Page 7Centurion Basic Volume Report Printed: 05/24/21 Page 7
Station: 3400 S 45 E Lane #2 Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 1 4 2 3 10
Fri 01:00 1 0 1 0 2
02:00 0 0 1 0 1
03:00 0 2 1 0 3
04:00 0 1 0 3 4
05:00 2 3 3 5 13
06:00 9 12 15 14 50
07:00 18 31 43 66 158
08:00 53 73 42 29 197
09:00 32 32 43 30 137
10:00 30 27 30 31 118
11:00 32 35 27 25 119
12:00 32 26 35 44 137
13:00 42 34 37 40 153
14:00 40 43 49 46 178
15:00 44 51 42 137
Day Total :1417
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
812 (57.3%)
605 (42.7%)
0.805
0.931
22.5
90.0
07:30 =
14:30 =
235 (16.6%)
190 (13.4%)
Centurion Basic Volume Report Printed: 05/24/21 Page 8Centurion Basic Volume Report Printed: 05/24/21 Page 8
Basic Volume Summary: 3400 S 45 E
Grand Total For Data From: 11:00 - 05/04/2021 To: 16:14 - 05/07/2021
Total Count # Of Days ADT Avg. Period PM Total & PercentAvg. Hour AM Total & PercentLane
#1.6547 3.20 2047 21.3 85.3 1720 4827(47.3%)(73.7%)(26.3%)
#2.7300 3.20 2283 23.8 95.1 2605 4695(52.7%)(64.3%)(35.7%)
ALL 13847 3.20 4330 45.1 180.4 4325 9522 (68.8%)(31.2%)
Lane Peak AM Hour Peak AM Factor Peak PM Hour Peak PM FactorDateDate
#1.07:45 =134 0.838 16:00 =198 0.88405/07/2021 05/05/2021
#2.07:30 =262 0.851 16:45 =206 0.84405/06/2021 05/06/2021
Centurion Basic Volume Report Printed: 05/24/21 Page 9
Basic Volume Report: 4328 SUNNYSIDE W
Station ID :4328 SUNNYSIDE W
Info Line 1 :
Info Line 2 :
DB File :4328 SUNNYSIDE W.DB
Number of Lanes :
0.0 mph
1
Posted Speed Limit :
G43828
2.03
Omega-GLast Connected Device Type :
Version Number :
Serial Number :
Lane #1 Configuration
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
1.East Normal Veh.No
GPS Lat/Lon :43 28.0264,N / 111 56.8639,W
Lane #1 Basic Volume Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/04/21 11:00 61 61
Tue 12:00 70 52 56 80 258
13:00 54 44 58 52 208
14:00 53 46 52 80 231
15:00 69 66 67 73 275
16:00 76 58 63 85 282
17:00 68 58 67 63 256
18:00 60 41 50 73 224
19:00 63 41 41 42 187
20:00 37 41 27 27 132
21:00 19 20 16 15 70
22:00 20 6 8 2 36
23:00 3 3 10 1 17
Day Total :2237
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
61 (2.7%)
2176 (97.3%)
0.250
0.829
45.7
182.6
11:00 =
14:45 =
61 (2.7%)
282 (12.6%)
Centurion Basic Volume Report Printed: 05/24/21 Page 1Centurion Basic Volume Report Printed: 05/24/21 Page 1
Station: 4328 SUNNYSIDE W Lane #1 Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/05/21 00:00 1 1 2 0 4
Wed 01:00 3 4 2 1 10
02:00 0 0 2 1 3
03:00 2 2 0 4 8
04:00 7 4 10 17 38
05:00 13 13 14 23 63
06:00 25 34 52 52 163
07:00 55 57 80 92 284
08:00 105 135 88 56 384
09:00 47 49 51 56 203
10:00 53 34 49 55 191
11:00 60 54 55 58 227
12:00 67 59 56 60 242
13:00 49 48 55 48 200
14:00 47 43 67 68 225
15:00 74 59 91 63 287
16:00 62 66 64 84 276
17:00 66 123 106 66 361
18:00 50 55 61 75 241
19:00 41 47 38 44 170
20:00 42 43 35 28 148
21:00 25 25 13 17 80
22:00 9 8 9 5 31
23:00 8 4 4 1 17
Day Total :3856
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1578 (40.9%)
2278 (59.1%)
0.778
0.770
40.2
160.7
07:45 =
16:45 =
420 (10.9%)
379 (9.8%)
Centurion Basic Volume Report Printed: 05/24/21 Page 2Centurion Basic Volume Report Printed: 05/24/21 Page 2
Station: 4328 SUNNYSIDE W Lane #1 Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 1 3 2 2 8
Thu 01:00 1 4 1 2 8
02:00 4 1 1 0 6
03:00 1 1 1 3 6
04:00 4 4 5 13 26
05:00 8 7 19 29 63
06:00 24 32 51 44 151
07:00 37 74 84 113 308
08:00 90 123 115 52 380
09:00 58 55 71 51 235
10:00 54 48 47 51 200
11:00 55 56 38 60 209
12:00 71 61 61 69 262
13:00 51 48 60 47 206
14:00 56 49 39 84 228
15:00 70 67 91 72 300
16:00 60 74 73 78 285
17:00 66 124 72 68 330
18:00 69 64 54 57 244
19:00 44 41 43 46 174
20:00 43 40 36 32 151
21:00 23 31 26 17 97
22:00 24 18 10 6 58
23:00 5 4 6 2 17
Day Total :3952
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1600 (40.5%)
2352 (59.5%)
0.896
0.688
41.2
164.7
07:45 =
16:30 =
441 (11.2%)
341 (8.6%)
Centurion Basic Volume Report Printed: 05/24/21 Page 3Centurion Basic Volume Report Printed: 05/24/21 Page 3
Station: 4328 SUNNYSIDE W Lane #1 Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 1 3 2 3 9
Fri 01:00 1 0 1 2 4
02:00 1 0 1 1 3
03:00 1 2 2 3 8
04:00 0 2 6 8 16
05:00 8 12 8 27 55
06:00 18 27 53 54 152
07:00 46 65 73 100 284
08:00 101 120 92 66 379
09:00 62 53 67 68 250
10:00 60 59 67 61 247
11:00 62 59 63 70 254
12:00 65 57 63 75 260
13:00 79 76 48 60 263
14:00 69 58 63 72 262
15:00 66 38 104
Day Total :2550
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
1661 (65.1%)
889 (34.9%)
0.860
0.927
41.1
164.5
07:45 =
12:30 =
413 (16.2%)
293 (11.5%)
Centurion Basic Volume Report Printed: 05/24/21 Page 4
Station: 4328 SUNNYSIDE W Lane #2 Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
Lane #2 Configuration
Lane #2 Basic Volume Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
2.West Normal Veh.No
Date Time :00 :15 :30 :45 Total
05/04/21 11:00 56 56
Tue 12:00 74 65 59 61 259
13:00 61 68 62 72 263
14:00 59 63 80 87 289
15:00 78 60 72 84 294
16:00 100 81 87 109 377
17:00 108 106 114 100 428
18:00 106 84 90 80 360
19:00 84 63 83 70 300
20:00 62 65 64 51 242
21:00 39 40 37 22 138
22:00 17 19 10 8 54
23:00 15 9 8 4 36
Day Total :3096
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
56 (1.8%)
3040 (98.2%)
0.250
0.958
63.2
252.7
11:00 =
16:45 =
56 (1.8%)
437 (14.1%)
Centurion Basic Volume Report Printed: 05/24/21 Page 5Centurion Basic Volume Report Printed: 05/24/21 Page 5
Station: 4328 SUNNYSIDE W Lane #2 Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/05/21 00:00 4 4 2 2 12
Wed 01:00 2 2 6 2 12
02:00 0 1 1 0 2
03:00 0 0 1 1 2
04:00 0 0 0 4 4
05:00 3 2 0 2 7
06:00 9 11 18 20 58
07:00 31 31 22 38 122
08:00 50 39 55 53 197
09:00 42 33 35 42 152
10:00 39 51 36 43 169
11:00 51 46 48 52 197
12:00 69 69 66 43 247
13:00 74 67 65 70 276
14:00 57 63 59 92 271
15:00 70 64 74 83 291
16:00 80 88 100 93 361
17:00 121 92 102 103 418
18:00 100 103 77 90 370
19:00 81 57 77 55 270
20:00 66 72 87 46 271
21:00 41 40 26 25 132
22:00 24 19 12 12 67
23:00 11 10 4 9 34
Day Total :3942
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
934 (23.7%)
3008 (76.3%)
0.895
0.864
41.1
164.3
08:00 =
17:00 =
197 (5.0%)
418 (10.6%)
Centurion Basic Volume Report Printed: 05/24/21 Page 6Centurion Basic Volume Report Printed: 05/24/21 Page 6
Station: 4328 SUNNYSIDE W Lane #2 Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 5 2 4 3 14
Thu 01:00 1 0 6 1 8
02:00 2 2 1 1 6
03:00 1 0 0 0 1
04:00 1 1 0 1 3
05:00 2 1 1 1 5
06:00 10 14 13 31 68
07:00 19 39 36 38 132
08:00 43 36 51 55 185
09:00 33 37 44 47 161
10:00 39 38 49 46 172
11:00 44 37 58 46 185
12:00 63 84 55 62 264
13:00 62 64 69 62 257
14:00 66 65 71 75 277
15:00 88 76 76 95 335
16:00 91 92 74 74 331
17:00 121 118 93 103 435
18:00 95 92 77 75 339
19:00 76 66 70 79 291
20:00 83 74 89 72 318
21:00 61 44 40 33 178
22:00 25 25 17 18 85
23:00 23 5 9 9 46
Day Total :4096
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
940 (22.9%)
3156 (77.1%)
0.797
0.899
42.7
170.7
08:00 =
17:00 =
185 (4.5%)
435 (10.6%)
Centurion Basic Volume Report Printed: 05/24/21 Page 7Centurion Basic Volume Report Printed: 05/24/21 Page 7
Station: 4328 SUNNYSIDE W Lane #2 Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 6 5 5 1 17
Fri 01:00 0 1 4 3 8
02:00 4 1 0 2 7
03:00 1 1 0 0 2
04:00 0 0 0 1 1
05:00 1 2 2 5 10
06:00 9 10 16 24 59
07:00 25 22 30 35 112
08:00 39 40 47 41 167
09:00 40 55 43 38 176
10:00 44 45 55 49 193
11:00 49 41 61 58 209
12:00 74 84 79 97 334
13:00 68 71 80 78 297
14:00 72 73 108 84 337
15:00 78 51 129
Day Total :2058
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
961 (46.7%)
1097 (53.3%)
0.857
0.794
33.2
132.8
11:00 =
14:15 =
209 (10.2%)
343 (16.7%)
Centurion Basic Volume Report Printed: 05/24/21 Page 8Centurion Basic Volume Report Printed: 05/24/21 Page 8
Basic Volume Summary: 4328 SUNNYSIDE W
Grand Total For Data From: 11:45 - 05/04/2021 To: 15:29 - 05/07/2021
Total Count # Of Days ADT Avg. Period PM Total & PercentAvg. Hour AM Total & PercentLane
#1.12595 3.16 3990 41.6 166.3 4900 7695(48.8%)(61.1%)(38.9%)
#2.13192 3.16 4180 43.5 174.2 2891 10301(51.2%)(78.1%)(21.9%)
ALL 25787 3.16 8170 85.1 340.5 7791 17996 (69.8%)(30.2%)
Lane Peak AM Hour Peak AM Factor Peak PM Hour Peak PM FactorDateDate
#1.07:45 =441 0.896 16:45 =379 0.77005/06/2021 05/05/2021
#2.11:00 =209 0.857 16:45 =437 0.95805/07/2021 05/04/2021
Centurion Basic Volume Report Printed: 05/24/21 Page 9
Basic Volume Report: 4651 SUNNYSIDE E
Station ID :4651 SUNNYSIDE E
Info Line 1 :
Info Line 2 :
DB File :4651 SUNNYSIDE E.DB
Number of Lanes :
40.0 mph
2
Posted Speed Limit :
G43829
2.03
Omega-GLast Connected Device Type :
Version Number :
Serial Number :
Lane #1 Configuration
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
1.E East Directional Axle Yes
GPS Lat/Lon :43 28.0242,N / 111 56.5083,W
Lane #1 Basic Volume Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/04/21 11:00 15 16 11 42
Tue 12:00 18 24 17 25 84
13:00 14 17 19 18 68
14:00 27 23 15 27 92
15:00 30 19 26 22 97
16:00 27 23 27 27 104
17:00 26 25 21 22 94
18:00 21 15 17 27 80
19:00 28 14 11 13 66
20:00 13 20 17 14 64
21:00 11 4 13 6 34
22:00 8 6 6 1 21
23:00 6 1 3 1 11
Day Total :857
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
42 (4.9%)
815 (95.1%)
0.656
0.875
16.8
67.2
11:00 =
16:30 =
42 (4.9%)
105 (12.3%)
Centurion Basic Volume Report Printed: 05/24/21 Page 1Centurion Basic Volume Report Printed: 05/24/21 Page 1
Station: 4651 SUNNYSIDE E Lane #1 Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/05/21 00:00 0 1 0 0 1
Wed 01:00 1 3 1 0 5
02:00 0 0 2 0 2
03:00 1 0 0 0 1
04:00 3 2 4 3 12
05:00 2 2 2 3 9
06:00 3 9 19 11 42
07:00 15 20 19 30 84
08:00 27 28 23 22 100
09:00 23 21 18 10 72
10:00 27 10 24 9 70
11:00 26 19 12 22 79
12:00 15 15 22 16 68
13:00 17 17 26 15 75
14:00 14 22 22 14 72
15:00 26 26 31 24 107
16:00 20 32 23 25 100
17:00 22 24 17 25 88
18:00 16 16 20 18 70
19:00 18 22 17 14 71
20:00 14 13 12 15 54
21:00 18 16 6 11 51
22:00 8 6 5 4 23
23:00 1 1 1 1 4
Day Total :1260
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
477 (37.9%)
783 (62.1%)
0.900
0.836
13.1
52.5
07:45 =
15:00 =
108 (8.6%)
107 (8.5%)
Centurion Basic Volume Report Printed: 05/24/21 Page 2Centurion Basic Volume Report Printed: 05/24/21 Page 2
Station: 4651 SUNNYSIDE E Lane #1 Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 0 0 1 0 1
Thu 01:00 1 3 1 2 7
02:00 1 0 1 0 2
03:00 1 0 1 0 2
04:00 1 2 2 1 6
05:00 1 4 3 6 14
06:00 2 6 10 11 29
07:00 16 26 26 32 100
08:00 32 34 28 17 111
09:00 26 19 23 22 90
10:00 27 24 21 17 89
11:00 16 22 12 17 67
12:00 23 21 18 15 77
13:00 17 19 15 22 73
14:00 18 25 14 23 80
15:00 35 21 39 29 124
16:00 18 25 30 34 107
17:00 27 18 19 28 92
18:00 26 19 17 12 74
19:00 17 10 25 20 72
20:00 18 19 24 20 81
21:00 10 12 12 3 37
22:00 10 3 6 3 22
23:00 0 4 4 0 8
Day Total :1365
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
518 (37.9%)
847 (62.1%)
0.926
0.795
14.2
56.9
07:45 =
15:00 =
126 (9.2%)
124 (9.1%)
Centurion Basic Volume Report Printed: 05/24/21 Page 3Centurion Basic Volume Report Printed: 05/24/21 Page 3
Station: 4651 SUNNYSIDE E Lane #1 Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 0 2 0 1 3
Fri 01:00 0 1 1 2 4
02:00 0 0 1 2 3
03:00 0 0 0 0 0
04:00 0 1 2 2 5
05:00 3 5 2 8 18
06:00 2 5 10 10 27
07:00 17 19 28 24 88
08:00 23 34 23 22 102
09:00 32 16 20 15 83
10:00 23 16 28 13 80
11:00 16 15 24 26 81
12:00 11 19 23 38 91
13:00 30 27 25 24 106
14:00 27 42 28 19 116
15:00 21 28 23 11 83
Day Total :890
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
494 (55.5%)
396 (44.5%)
0.816
0.720
13.9
55.6
08:15 =
13:45 =
111 (12.5%)
121 (13.6%)
Centurion Basic Volume Report Printed: 05/24/21 Page 4
Station: 4651 SUNNYSIDE E Lane #2 Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
Lane #2 Configuration
Lane #2 Basic Volume Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
#Dir.Information Volume Mode Volume Sensors Divide By 2 Comment
2.W West Directional Axle Yes
Date Time :00 :15 :30 :45 Total
05/04/21 11:00 15 20 14 49
Tue 12:00 23 23 21 21 88
13:00 22 27 26 28 103
14:00 20 23 21 30 94
15:00 26 17 25 30 98
16:00 28 22 28 29 107
17:00 34 28 34 32 128
18:00 36 23 25 33 117
19:00 31 10 23 28 92
20:00 23 27 30 20 100
21:00 19 14 4 12 49
22:00 5 9 4 3 21
23:00 3 6 2 1 12
Day Total :1058
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
49 (4.6%)
1009 (95.4%)
0.613
0.903
20.7
83.0
11:00 =
17:15 =
49 (4.6%)
130 (12.3%)
Centurion Basic Volume Report Printed: 05/24/21 Page 5Centurion Basic Volume Report Printed: 05/24/21 Page 5
Station: 4651 SUNNYSIDE E Lane #2 Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/05/21 00:00 1 2 1 1 5
Wed 01:00 1 1 3 1 6
02:00 0 0 1 0 1
03:00 0 0 0 1 1
04:00 0 0 1 4 5
05:00 1 0 1 0 2
06:00 3 2 9 11 25
07:00 11 9 6 12 38
08:00 10 15 19 21 65
09:00 13 17 9 18 57
10:00 19 11 18 13 61
11:00 25 17 14 13 69
12:00 22 29 19 16 86
13:00 23 32 13 20 88
14:00 23 18 19 38 98
15:00 21 21 21 17 80
16:00 14 29 27 23 93
17:00 24 39 42 30 135
18:00 30 38 29 43 140
19:00 36 17 24 13 90
20:00 22 24 15 19 80
21:00 23 18 12 9 62
22:00 7 13 7 2 29
23:00 5 4 2 1 12
Day Total :1328
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
335 (25.2%)
993 (74.8%)
0.730
0.849
13.8
55.3
10:30 =
18:15 =
73 (5.5%)
146 (11.0%)
Centurion Basic Volume Report Printed: 05/24/21 Page 6Centurion Basic Volume Report Printed: 05/24/21 Page 6
Station: 4651 SUNNYSIDE E Lane #2 Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/06/21 00:00 0 2 3 0 5
Thu 01:00 1 0 5 0 6
02:00 0 1 0 0 1
03:00 0 1 0 0 1
04:00 0 0 0 1 1
05:00 2 0 1 1 4
06:00 2 4 7 10 23
07:00 5 9 10 10 34
08:00 17 11 23 17 68
09:00 15 23 20 23 81
10:00 11 20 16 20 67
11:00 17 13 23 17 70
12:00 19 22 22 16 79
13:00 15 26 24 28 93
14:00 20 25 20 26 91
15:00 38 29 22 31 120
16:00 30 28 21 24 103
17:00 35 33 38 26 132
18:00 30 29 21 24 104
19:00 22 18 26 26 92
20:00 25 20 26 22 93
21:00 25 21 15 13 74
22:00 10 5 7 5 27
23:00 3 4 3 2 12
Day Total :1381
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
361 (26.1%)
1020 (73.9%)
0.880
0.868
14.4
57.5
09:00 =
17:00 =
81 (5.9%)
132 (9.6%)
Centurion Basic Volume Report Printed: 05/24/21 Page 7Centurion Basic Volume Report Printed: 05/24/21 Page 7
Station: 4651 SUNNYSIDE E Lane #2 Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
Date Time :00 :15 :30 :45 Total
05/07/21 00:00 2 3 3 1 9
Fri 01:00 0 1 1 1 3
02:00 2 0 1 0 3
03:00 0 0 0 0 0
04:00 0 0 0 1 1
05:00 2 1 3 5 11
06:00 3 3 12 6 24
07:00 9 5 5 11 30
08:00 11 13 17 24 65
09:00 17 16 22 20 75
10:00 18 11 24 22 75
11:00 18 19 14 16 67
12:00 20 26 33 27 106
13:00 33 21 23 25 102
14:00 30 21 24 27 102
15:00 31 27 23 17 98
Day Total :771
AM Total :
PM Total :
Peak AM Hour :
Peak PM Hour :
Average Period :
Average Hour :
Peak AM Factor :
Peak PM Factor :
363 (47.1%)
408 (52.9%)
0.865
0.902
12.0
48.2
10:30 =
12:15 =
83 (10.8%)
119 (15.4%)
Centurion Basic Volume Report Printed: 05/24/21 Page 8Centurion Basic Volume Report Printed: 05/24/21 Page 8
Basic Volume Summary: 4651 SUNNYSIDE E
Grand Total For Data From: 11:15 - 05/04/2021 To: 15:59 - 05/07/2021
Total Count # Of Days ADT Avg. Period PM Total & PercentAvg. Hour AM Total & PercentLane
#1.4372 3.20 1367 14.2 57.0 1531 2841(49.1%)(65.0%)(35.0%)
#2.4538 3.20 1419 14.8 59.1 1108 3430(50.9%)(75.6%)(24.4%)
ALL 8910 3.20 2786 29.0 116.1 2639 6271 (70.4%)(29.6%)
Lane Peak AM Hour Peak AM Factor Peak PM Hour Peak PM FactorDateDate
#1.07:45 =126 0.926 15:00 =124 0.79505/06/2021 05/06/2021
#2.10:30 =83 0.865 18:15 =146 0.84905/07/2021 05/05/2021
Centurion Basic Volume Report Printed: 05/24/21 Page 9
Left Turn Straight Right Turn Left Turn Straight Right Turn Left Turn Straight Right Turn Left Turn Straight Right Turn7:00 7:158 HV ‐ 1 Bus ‐ 118 HV ‐ 140524 Bus ‐ 1123 HV ‐ 2 Bicycle ‐ 153 Bicycle ‐ 112 Bicycle ‐ 1 Motorcycle ‐ 127:15 7:307 Bus ‐ 128 Bus ‐ 1 Bicycle ‐ 14 0 32 18 184 Bicycle ‐ 1301507:30 7:45843 Bus ‐ 13219 Bus ‐ 14717 Motorcycle ‐ 199216 HV ‐ 1 Bicycle ‐ 19 Bus ‐ 1 Bicycle ‐ 17:45 8:001841 HV ‐ 11020 HV ‐ 302688 HV ‐ 1127 HV ‐ 2 Bicycle ‐ 148:00 8:153042 HV ‐ 23 Bicycle ‐ 1223 Bus ‐ 15925 HV ‐ 1 Bus ‐ 19 HV ‐ 4 Bicycle ‐ 111 Bus ‐ 2220 HV ‐ 27 Bus ‐ 28:15 8:304419 HV ‐ 13117 HV ‐ 251 HV ‐ 1 Bus ‐ 1 25 HV ‐ 1258 HV ‐ 11192 Pedestrian ‐ 18:30 8:452817 HV ‐ 2 Motorcycle ‐ 23214 HV ‐ 25023 HV ‐ 112 HV ‐ 210 1 23 28:45 9:0013 HV ‐ 121 01 HV ‐ 215 HV ‐ 245 2812 HV ‐ 3164 HV ‐ 1 Bicycle ‐ 117 HV ‐ 21SOUTHBOUND EASTBOUNDAM Peak HourROCKING R RANCH TIS PM PEAK HOUR MANUAL COUNT ‐ PROJECT #21021SUNNYSIDE ROAD & 45th EAST INTERSECTION AM PEAK HOUR MANUAL COUNT 6/3/2021Count Performed by:Chad Bare & Chase BurkeNORTHBOUNDWESTBOUND
Left Turn Straight Right Turn Left Turn Straight Right Turn Left Turn Straight Right Turn Left Turn Straight Right Turn4:00 4:1510 20 2 133 HV ‐ 2 Bus ‐ 1 Motorcycle ‐ 1 39 80 2411 Bicycle ‐ 14156 HV ‐ 14:15 4:301127 HV ‐ 5 Bus ‐ 10119 HV ‐ 3 Bicycle ‐ 1 Motorcycle ‐ 144 HV ‐ 270 HV ‐ 124 16 214 Motorcycle ‐ 264:30 4:4514 HV ‐ 134 HV ‐ 1 Bus ‐ 1 6223 HV ‐ 13664 HV ‐ 132 9 6 24 14:45 5:0012 HV ‐ 134 HV ‐ 23234 Motorcycle ‐ 146 51 22 183 HV ‐ 116 HV ‐ 145:00 5:1511 Motorcycle ‐ 124 HV ‐ 15034 HV ‐ 227 HV ‐ 144 Bicycle ‐ 120 6 825 HV ‐ 235:15 5:301240 Bicycle ‐ 10535 HV ‐ 24250 HV ‐ 1 Bus ‐ 125 HV ‐ 316 HV ‐ 1 Bus ‐ 219 HV ‐ 1155:30 5:4513 HV ‐ 147 HV ‐ 2 Motorcycle ‐ 1 1524 HV ‐ 142 Motorcycle ‐ 1 77 Bicycle ‐ 130 15 28 HV ‐ 1 Motorcycle ‐ 145:45 6:0020 33 3 428 Bicycle ‐ 153 Bicycle ‐ 169 Motorcycle ‐ 126 20 2 18 4PM Peak HourROCKING R RANCH TIS PM PEAK HOUR MANUAL COUNT ‐ PROJECT #21021SUNNYSIDE ROAD & 45th EAST INTERSECTION PM PEAK HOUR MANUAL COUNT 6/3/2021Count Performed by:Chad Bare & Louis MendezNORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Left Turn Straight Right Turn Left Turn Straight Right Turn Left Turn Straight Right Turn Left Turn Straight Right Turn7:00 7:15029 HV ‐ 14629000019 Bicycle ‐ 10157:15 7:300219 4311 0 1 1240127:30 7:45046 HV ‐ 110 747 HV ‐ 1 Motorcycle ‐ 1000232087:45 8:00135 HV ‐ 2 ATV ‐ 131538 HV ‐ 1 Bicycle ‐ 11520240 Bicycle ‐ 10158:00 8:15234 HV ‐ 111 HV ‐ 19 Bicycle ‐ 134 0 0 0 3 38 0 168:15 8:30032 HV ‐ 113 HV ‐ 114 HV ‐ 237 HV ‐ 10102330148:30 8:45037811 Bicycle ‐ 132 HV ‐ 2 ATV ‐ 1000143 HV ‐ 3024 HV ‐ 18:45 9:00336617 HV ‐ 136 Motorcycle ‐ 1 Pedestrian ‐ 1100032 Motorcycle ‐ 1010 Bicycle ‐ 1SOUTHBOUND EASTBOUNDAM Peak HourROCKING R RANCH TIS PM PEAK HOUR MANUAL COUNT ‐ PROJECT #21021EAST 21ST SOUTH & 45th EAST INTERSECTION AM PEAK HOUR MANUAL COUNT 6/8/2021Count Performed by:Chase Burke & Louis MendezNORTHBOUNDWESTBOUND
Left Turn Straight Right Turn Left Turn Straight Right Turn Left Turn Straight Right Turn Left Turn Straight Right Turn4:00 4:15056 HV ‐ 211 Motorcycle ‐ 134 HV ‐ 142 Motorcycle ‐ 1000111 HV ‐ 124:15 4:30448 HV ‐ 213 29 44 1 0 0 0 19 1 134:30 4:45256 Bus ‐ 12328 HV ‐ 242101121 HV ‐ 2025 HV ‐ 14:45 5:002 Pedestrian ‐ 25615 Bicycle ‐ 13049 HV ‐ 1 Motorcycle ‐ 1000020024 HV ‐ 15:00 5:15275 HV ‐ 1 Motorcycle ‐ 1935402 0 0 0130205:15 5:3016821 HV ‐ 149 44 2 1 0 0 21 0 265:30 5:450 63224654 HV ‐ 2 Motorcycle ‐ 1100 Pedestrian ‐ 1013 HV ‐ 10 Bicycle ‐ 1255:45 6:00550 HV ‐ 12245 Motorcycle ‐ 150300015 HV ‐ 10 Pedestrian ‐ 125 HV ‐ 1 Motorcycle ‐ 1AM Peak HourROCKING R RANCH TIS PM PEAK HOUR MANUAL COUNT ‐ PROJECT #21021EAST 21ST SOUTH & 45th EAST INTERSECTION AM PEAK HOUR MANUAL COUNT 6/8/2021Count Performed by:Louis Mendez & DevonNORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
Left Turn Straight Straight Right Turn Left Turn Right Turn7:00 7:1515 Bicycle ‐ 127 HV ‐ 131 10 7 77:15 7:3025 22 2611 Motorcycle ‐ 1697:30 7:454229 HV ‐ 145 HV ‐ 1 Motorcycle ‐ 1234 Motorcycle ‐ 1117:45 8:0045 Motorcycle ‐ 135 HV ‐ 242 HV ‐ 2 Bicycle ‐ 133 9 108:00 8:1541 HV ‐ 130 33 23 93 Bicycle ‐ 18:15 8:3032 Bicycle ‐ 127 HV ‐ 134 HV ‐ 324 10 168:30 8:4540 HV ‐ 136 HV ‐ 331 HV ‐ 1 Bicycle ‐ 1278 HV ‐ 110 HV ‐ 18:45 9:002840 Motorcycle ‐ 139 HV ‐ 1 Motorcycle ‐ 124 1012 HV ‐ 1ROCKING R RANCH TIS PM PEAK HOUR MANUAL COUNT ‐ PROJECT #21021NORTHBOUND SOUTHBOUND EASTBOUNDAM Peak HourCount Performed by:Chad BareEAST 17STH SOUTH & 45th EAST INTERSECTION AM PEAK HOUR MANUAL COUNT 6/8/2021
Left Turn Straight Straight Right Turn Left Turn Right Turn4:00 4:1530 Motorcycle ‐ 148 HV ‐ 138 Motorcycle ‐ 127 4039 HV ‐ 14:15 4:301654 HV ‐ 141 24 29 284:30 4:4521 HV ‐ 151 HV ‐ 142 HV ‐ 130 40 264:45 5:002256 HV ‐ 249 HV ‐ 1 Motorcycle ‐ 130 39 325:00 5:152672 HV ‐ 1 Motorcycle ‐ 131 18 43 385:15 5:3022 64 49 26 41 475:30 5:4532 50 49 3046 Motorcycle ‐ 1435:45 6:0031 HV ‐ 1 Motorcycle ‐ 151 HV ‐ 149 Motorcycle ‐ 129 46 42AM Peak HourROCKING R RANCH TIS PM PEAK HOUR MANUAL COUNT ‐ PROJECT #21021EAST 17STH SOUTH & 45th EAST INTERSECTION AM PEAK HOUR MANUAL COUNT 6/8/2021Count Performed by:Chad BareNORTHBOUND SOUTHBOUND EASTBOUND
Existing
2019 AddTrips 2024 w Project 2029 w Project 2035 2024 2029 2035
1: S 45th St & E Sunnyside St North NB 3260 174 3775 3949 4290 4464 4908 3722 4184 4738
SB 2472 174 2803 2977 3133 3307 3530 2810 3148 3553
East EB 1811 9 2517 2526 3223 3232 4070 2454 3097 3868
WB 2194 10 2980 2990 3767 3777 4710 2963 3732 4654
South SB 2721 45 3246 3291 3770 3815 4400 3139 3556 4057
NB 2189 63 2513 2576 2838 2901 3227 2518 2848 3243
West WB 2658 120 3057 3177 3456 3576 3935 3056 3454 3932
EB 3597 101 4300 4401 5002 5103 5845 4081 4565 5145
2: S 45th E & E 21st St North NB 5038 116 5731 5847 6423 6539 7254 5615 6192 6884
SB 4661 116 5156 5272 5650 5766 6244 5158 5655 6252
East EB 2743 116 2975 3091 3207 3323 3486 3004 3264 3577
WB 2537 116 2773 2889 3009 3125 3292 2771 3006 3287
South SB 3189 116 3570 3686 3950 4066 4407 3572 3956 4416
NB 3773 116 4348 4464 4922 5038 5612 4262 4752 5339
3: S 45th E & E 17th St North NB 4090 23 4993 5016 5897 5920 6981 4558 5025 5586
SB 4772 23 5464 5487 6156 6179 6986 5549 6325 7257
South SB 4661 116 5156 5272 5650 5766 6244 5158 5655 6252
NB 5034 116 5728 5844 6422 6538 7254 5612 6190 6884
West WB 3180 93 3886 3979 4592 4685 5439 3938 4697 5607
EB 2120 93 2840 2933 3559 3652 4423 2490 2860 3304
Location
Projected Growth
Build No BuildDirection
Appendix C
ITE Trip Generation Sheets
Single-Family Detached Housing
(210)
Vehicle Trip Ends vs:Dwelling Units
On a:Weekday
Setting/Location:General Urban/Suburban
Number of Studies:159
Avg. Num. of Dwelling Units:264
Directional Distribution:50% entering, 50% exiting
Vehicle Trip Generation per Dwelling Unit
Average Rate Range of Rates Standard Deviation
9.44 4.81 - 19.39 2.10
Data Plot and Equation
T = Trip EndsX = Number of Dwelling Units
Study Site Average RateFitted Curve
Fitted Curve Equation: Ln(T) = 0.92 Ln(X) + 2.71 R²= 0.95
Trip Gen Manual,10th Edition Institute of Transportation Engineers
0 500 1,000 1,500 2,000 2,500 3,0000
5,000
10,000
15,000
20,000
53500
580
Single-Family Detached Housing
(210)
Vehicle Trip Ends vs:Dwelling Units
On a:Weekday,
AM Peak Hour of Generator
Setting/Location:General Urban/Suburban
Number of Studies:157
Avg. Num. of Dwelling Units:231
Directional Distribution:26% entering, 74% exiting
Vehicle Trip Generation per Dwelling Unit
Average Rate Range of Rates Standard Deviation
0.76 0.36 - 2.27 0.26
Data Plot and Equation
T = Trip EndsX = Number of Dwelling Units
Study Site Average RateFitted Curve
Fitted Curve Equation: Ln(T) = 0.91 Ln(X) + 0.20 R²= 0.89
Trip Gen Manual,10th Edition Institute of Transportation Engineers
0 500 1,000 1,500 2,000 2,500 3,0000
500
1,000
1,500
2,000
5340
45
Single-Family Detached Housing
(210)
Vehicle Trip Ends vs:Dwelling Units
On a:Weekday,
PM Peak Hour of Generator
Setting/Location:General Urban/Suburban
Number of Studies:165
Avg. Num. of Dwelling Units:217
Directional Distribution:64% entering, 36% exiting
Vehicle Trip Generation per Dwelling Unit
Average Rate Range of Rates Standard Deviation
1.00 0.49 - 2.98 0.31
Data Plot and Equation
T = Trip EndsX = Number of Dwelling Units
Study Site Average RateFitted Curve
Fitted Curve Equation: Ln(T) = 0.94 Ln(X) + 0.34 R²= 0.92
Trip Gen Manual,10th Edition Institute of Transportation Engineers
0 500 1,000 1,5000
200
400
600
800
1,000
1,200
1,400
5353
59
Land Use: 210
Single-Family Detached Housing
Description
Single-family detached housing includes all single-family detached homes on individual lots. A typical
site surveyed is a suburban subdivision.
Additional Data
The number of vehicles and residents had a high correlation with average weekday vehicle trip ends.
The use of these variables was limited, however, because the number of vehicles and residents
was often difficult to obtain or predict. The number of dwelling units was generally used as the
independent variable of choice because it was usually readily available, easy to project, and had a
high correlation with average weekday vehicle trip ends.
This land use included data from a wide variety of units with different sizes, price ranges, locations,
and ages. Consequently, there was a wide variation in trips generated within this category. Other
factors, such as geographic location and type of adjacent and nearby development, may also have
had an effect on the site trip generation.
Single-family detached units had the highest trip generation rate per dwelling unit of all residential
uses because they were the largest units in size and had more residents and more vehicles per unit
than other residential land uses; they were generally located farther away from shopping centers,
employment areas, and other trip attractors than other residential land uses; and they generally had
fewer alternative modes of transportation available because they were typically not as concentrated
as other residential land uses.
Time-of-day distribution data for this land use are presented in Appendix A. For the six general
urban/suburban sites with data, the overall highest vehicle volumes during the AM and PM on a
weekday were counted between 7:15 and 8:15 a.m. and 4:00 and 5:00 p.m., respectively. For the
two sites with Saturday data, the overall highest vehicle volume was counted between 3:00 and 4:00
p.m. For the one site with Sunday data, the overall highest vehicle volume was counted between
10:15 and 11:15 a.m.
The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in California,
Connecticut, Delaware, Illinois, Indiana, Maryland, Minnesota, Montana, New Jersey, North Carolina,
Ohio, Oregon, Pennsylvania, South Carolina, South Dakota, Tennessee, Vermont, and Virginia.
Source Numbers
100, 105, 114, 126, 157, 167, 177, 197, 207, 211, 217, 267, 275, 293, 300, 319, 320, 356, 357, 367,
384, 387, 407, 435, 522, 550, 552, 579, 598, 601, 603, 614, 637, 711, 716, 720, 728, 735, 868, 903,
925, 936
1Trip Generation Manual 10th Edition • Volume 2: Data • Residential (Land Uses 200–299)
Appendix D
Synchro Results
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 13.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 104 63 46 9 83 12 116 106 9 8 75 206
Future Vol, veh/h 104 63 46 9 83 12 116 106 9 8 75 206
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 122 74 54 11 98 14 136 125 11 9 88 242
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 13 11.1 13.1 14.4
HCM LOS B B B B
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 50% 49% 9% 3%
Vol Thru, % 46% 30% 80% 26%
Vol Right, % 4% 22% 12% 71%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 231 213 104 289
LT Vol 116 104 9 8
Through Vol 106 63 83 75
RT Vol 9 46 12 206
Lane Flow Rate 272 251 122 340
Geometry Grp 1 1 1 1
Degree of Util (X) 0.43 0.408 0.213 0.52
Departure Headway (Hd) 5.701 5.867 6.258 5.505
Convergence, Y/N Yes Yes Yes Yes
Cap 628 609 569 653
Service Time 3.77 3.938 4.342 3.57
HCM Lane V/C Ratio 0.433 0.412 0.214 0.521
HCM Control Delay 13.1 13 11.1 14.4
HCM Lane LOS B B B B
HCM 95th-tile Q 2.2 2 0.8 3
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 6.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 0 8 157 0 70 3 142 37 51 146 15
Future Vol, veh/h 3 0 8 157 0 70 3 142 37 51 146 15
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 3 0 8 2 0 1 0 2 5 4 3 0
Mvmt Flow 3 0 9 169 0 75 3 153 40 55 157 16
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 492 474 165 459 462 173 173 0 0 193 0 0
Stage 1 275 275 - 179 179 - - - - - - -
Stage 2 217 199 - 280 283 - - - - - - -
Critical Hdwy 7.13 6.5 6.28 7.12 6.5 6.21 4.1 - - 4.14 - -
Critical Hdwy Stg 1 6.13 5.5 - 6.12 5.5 - - - - - - -
Critical Hdwy Stg 2 6.13 5.5 - 6.12 5.5 - - - - - - -
Follow-up Hdwy 3.527 4 3.372 3.518 4 3.309 2.2 - - 2.236 - -
Pot Cap-1 Maneuver 485 492 864 512 500 873 1416 - - 1368 - -
Stage 1 729 686 - 823 755 - - - - - - -
Stage 2 783 740 - 727 681 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 427 469 864 489 477 873 1416 - - 1368 - -
Mov Cap-2 Maneuver 427 469 - 489 477 - - - - - - -
Stage 1 728 655 - 821 753 - - - - - - -
Stage 2 714 739 - 687 650 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.4 16.1 0.1 1.9
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1416 - - 675 566 1368 - -
HCM Lane V/C Ratio 0.002 - - 0.018 0.431 0.04 - -
HCM Control Delay (s) 7.5 0 - 10.4 16.1 7.7 0 -
HCM Lane LOS A A - B C A A -
HCM 95th %tile Q(veh) 0 - - 0.1 2.2 0.1 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 5.2
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 89 339 291
Demand Flow Rate, veh/h 91 347 298
Vehicles Circulating, veh/h 175 44 187
Vehicles Exiting, veh/h 310 222 204
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 3.9 5.1 5.7
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 91 347 298
Cap Entry Lane, veh/h 1154 1319 1140
Entry HV Adj Factor 0.978 0.977 0.977
Flow Entry, veh/h 89 339 291
Cap Entry, veh/h 1129 1288 1115
V/C Ratio 0.079 0.263 0.261
Control Delay, s/veh 3.9 5.1 5.7
LOS A A A
95th %tile Queue, veh 0 1 1
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 19.2
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 242 104 58 13 65 26 58 148 9 14 125 184
Future Vol, veh/h 242 104 58 13 65 26 58 148 9 14 125 184
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 260 112 62 14 70 28 62 159 10 15 134 198
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 24.3 11.8 14.1 18.6
HCM LOS C B B C
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 27% 60% 12% 4%
Vol Thru, % 69% 26% 62% 39%
Vol Right, % 4% 14% 25% 57%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 215 404 104 323
LT Vol 58 242 13 14
Through Vol 148 104 65 125
RT Vol 9 58 26 184
Lane Flow Rate 231 434 112 347
Geometry Grp 1 1 1 1
Degree of Util (X) 0.417 0.735 0.213 0.606
Departure Headway (Hd) 6.49 6.095 6.846 6.279
Convergence, Y/N Yes Yes Yes Yes
Cap 553 591 522 573
Service Time 4.543 4.141 4.912 4.326
HCM Lane V/C Ratio 0.418 0.734 0.215 0.606
HCM Control Delay 14.1 24.3 11.8 18.6
HCM Lane LOS B C B C
HCM 95th-tile Q 2 6.3 0.8 4
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 5.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 0 0 64 0 98 8 259 75 176 191 8
Future Vol, veh/h 1 0 0 64 0 98 8 259 75 176 191 8
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 0 0 3 0 1 0 1 1 0 1 0
Mvmt Flow 1 0 0 68 0 104 9 276 80 187 203 9
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 968 956 208 916 920 316 212 0 0 356 0 0
Stage 1 582 582 - 334 334 - - - - - - -
Stage 2 386 374 - 582 586 - - - - - - -
Critical Hdwy 7.1 6.5 6.2 7.13 6.5 6.21 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.13 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 5.5 - 6.13 5.5 - - - - - - -
Follow-up Hdwy 3.5 4 3.3 3.527 4 3.309 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 235 260 837 252 273 727 1370 - - 1214 - -
Stage 1 502 502 - 678 647 - - - - - - -
Stage 2 641 621 - 497 500 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 173 213 837 217 223 727 1370 - - 1214 - -
Mov Cap-2 Maneuver 173 213 - 217 223 - - - - - - -
Stage 1 498 414 - 673 642 - - - - - - -
Stage 2 545 616 - 410 413 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 25.9 22.3 0.2 4
HCM LOS D C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1370 - - 173 377 1214 - -
HCM Lane V/C Ratio 0.006 - - 0.006 0.457 0.154 - -
HCM Control Delay (s) 7.6 0 - 25.9 22.3 8.5 0 -
HCM Lane LOS A A - D C A A -
HCM 95th %tile Q(veh) 0 - - 0 2.3 0.5 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 5.8
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 357 353 291
Demand Flow Rate, veh/h 357 356 291
Vehicles Circulating, veh/h 185 182 107
Vehicles Exiting, veh/h 213 360 431
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 6.1 6.1 5.0
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 357 356 291
Cap Entry Lane, veh/h 1143 1146 1237
Entry HV Adj Factor 1.000 0.990 1.000
Flow Entry, veh/h 357 353 291
Cap Entry, veh/h 1143 1135 1237
V/C Ratio 0.312 0.311 0.235
Control Delay, s/veh 6.1 6.1 5.0
LOS A A A
95th %tile Queue, veh 1 1 1
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 16.6
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 116 70 51 11 105 15 131 120 10 9 84 231
Future Vol, veh/h 116 70 51 11 105 15 131 120 10 9 84 231
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 136 82 60 13 124 18 154 141 12 11 99 272
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 15.7 12.8 16.2 19
HCM LOS C B C C
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 50% 49% 8% 3%
Vol Thru, % 46% 30% 80% 26%
Vol Right, % 4% 22% 11% 71%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 261 237 131 324
LT Vol 131 116 11 9
Through Vol 120 70 105 84
RT Vol 10 51 15 231
Lane Flow Rate 307 279 154 381
Geometry Grp 1 1 1 1
Degree of Util (X) 0.531 0.496 0.294 0.636
Departure Headway (Hd) 6.23 6.41 6.857 6.003
Convergence, Y/N Yes Yes Yes Yes
Cap 577 560 522 602
Service Time 4.282 4.464 4.919 4.05
HCM Lane V/C Ratio 0.532 0.498 0.295 0.633
HCM Control Delay 16.2 15.7 12.8 19
HCM Lane LOS C C B C
HCM 95th-tile Q 3.1 2.7 1.2 4.5
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 7.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 0 8 170 0 76 3 158 41 56 160 16
Future Vol, veh/h 3 0 8 170 0 76 3 158 41 56 160 16
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 0 0 0 2 0 1 0 2 5 4 3 0
Mvmt Flow 3 0 9 183 0 82 3 170 44 60 172 17
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 540 521 181 503 507 192 189 0 0 214 0 0
Stage 1 301 301 - 198 198 - - - - - - -
Stage 2 239 220 - 305 309 - - - - - - -
Critical Hdwy 7.1 6.5 6.2 7.12 6.5 6.21 4.1 - - 4.14 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.12 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 5.5 - 6.12 5.5 - - - - - - -
Follow-up Hdwy 3.5 4 3.3 3.518 4 3.309 2.2 - - 2.236 - -
Pot Cap-1 Maneuver 456 463 867 479 471 852 1397 - - 1344 - -
Stage 1 712 669 - 804 741 - - - - - - -
Stage 2 769 725 - 705 663 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 396 439 867 456 447 852 1397 - - 1344 - -
Mov Cap-2 Maneuver 396 439 - 456 447 - - - - - - -
Stage 1 711 636 - 802 740 - - - - - - -
Stage 2 694 724 - 663 630 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.6 18.3 0.1 1.9
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1397 - - 655 532 1344 - -
HCM Lane V/C Ratio 0.002 - - 0.018 0.497 0.045 - -
HCM Control Delay (s) 7.6 0 - 10.6 18.3 7.8 0 -
HCM Lane LOS A A - B C A A -
HCM 95th %tile Q(veh) 0 - - 0.1 2.7 0.1 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 5.6
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 101 375 331
Demand Flow Rate, veh/h 104 384 339
Vehicles Circulating, veh/h 199 49 207
Vehicles Exiting, veh/h 347 254 226
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 4.1 5.4 6.2
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 104 384 339
Cap Entry Lane, veh/h 1126 1313 1117
Entry HV Adj Factor 0.971 0.977 0.977
Flow Entry, veh/h 101 375 331
Cap Entry, veh/h 1094 1282 1092
V/C Ratio 0.092 0.293 0.303
Control Delay, s/veh 4.1 5.4 6.2
LOS A A A
95th %tile Queue, veh 0 1 1
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 48.1
Intersection LOS E
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 271 116 65 13 65 26 66 167 10 16 140 206
Future Vol, veh/h 271 116 65 13 65 26 66 167 10 16 140 206
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 319 136 76 15 76 31 78 196 12 19 165 242
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 76.5 14.8 21.7 39.9
HCM LOS F B C E
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 27% 60% 12% 4%
Vol Thru, % 69% 26% 62% 39%
Vol Right, % 4% 14% 25% 57%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 243 452 104 362
LT Vol 66 271 13 16
Through Vol 167 116 65 140
RT Vol 10 65 26 206
Lane Flow Rate 286 532 122 426
Geometry Grp 1 1 1 1
Degree of Util (X) 0.6 1.038 0.28 0.852
Departure Headway (Hd) 7.768 7.028 8.487 7.39
Convergence, Y/N Yes Yes Yes Yes
Cap 469 521 426 494
Service Time 5.768 5.028 6.487 5.39
HCM Lane V/C Ratio 0.61 1.021 0.286 0.862
HCM Control Delay 21.7 76.5 14.8 39.9
HCM Lane LOS C F B E
HCM 95th-tile Q 3.9 15.4 1.1 8.8
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 7.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 0 0 69 0 106 9 289 84 193 209 9
Future Vol, veh/h 1 0 0 69 0 106 9 289 84 193 209 9
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 0 0 3 0 1 0 1 1 0 1 0
Mvmt Flow 1 0 0 73 0 113 10 307 89 205 222 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1065 1053 227 1009 1014 352 232 0 0 396 0 0
Stage 1 637 637 - 372 372 - - - - - - -
Stage 2 428 416 - 637 642 - - - - - - -
Critical Hdwy 7.1 6.5 6.2 7.13 6.5 6.21 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.13 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 5.5 - 6.13 5.5 - - - - - - -
Follow-up Hdwy 3.5 4 3.3 3.527 4 3.309 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 202 228 817 218 240 694 1348 - - 1174 - -
Stage 1 469 475 - 646 622 - - - - - - -
Stage 2 609 595 - 464 472 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 142 180 817 183 190 694 1348 - - 1174 - -
Mov Cap-2 Maneuver 142 180 - 183 190 - - - - - - -
Stage 1 464 380 - 640 616 - - - - - - -
Stage 2 505 589 - 371 377 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 30.5 29.1 0.2 4.1
HCM LOS D D
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1348 - - 142 330 1174 - -
HCM Lane V/C Ratio 0.007 - - 0.007 0.564 0.175 - -
HCM Control Delay (s) 7.7 0 - 30.5 29.1 8.7 0 -
HCM Lane LOS A A - D D A A -
HCM 95th %tile Q(veh) 0 - - 0 3.3 0.6 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 6.4
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 410 391 331
Demand Flow Rate, veh/h 410 395 331
Vehicles Circulating, veh/h 210 209 119
Vehicles Exiting, veh/h 240 411 485
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 6.9 6.8 5.4
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 410 395 331
Cap Entry Lane, veh/h 1114 1115 1222
Entry HV Adj Factor 1.000 0.991 1.000
Flow Entry, veh/h 410 391 331
Cap Entry, veh/h 1114 1104 1222
V/C Ratio 0.368 0.354 0.271
Control Delay, s/veh 6.9 6.8 5.4
LOS A A A
95th %tile Queue, veh 2 2 1
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 18
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 123 75 54 11 105 15 133 122 10 9 88 241
Future Vol, veh/h 123 75 54 11 105 15 133 122 10 9 88 241
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 145 88 64 13 124 18 156 144 12 11 104 284
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 17 13.2 17.1 21.2
HCM LOS C B C C
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 50% 49% 8% 3%
Vol Thru, % 46% 30% 80% 26%
Vol Right, % 4% 21% 11% 71%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 265 252 131 338
LT Vol 133 123 11 9
Through Vol 122 75 105 88
RT Vol 10 54 15 241
Lane Flow Rate 312 296 154 398
Geometry Grp 1 1 1 1
Degree of Util (X) 0.553 0.538 0.301 0.677
Departure Headway (Hd) 6.384 6.529 7.042 6.126
Convergence, Y/N Yes Yes Yes Yes
Cap 564 551 509 589
Service Time 4.446 4.593 5.121 4.184
HCM Lane V/C Ratio 0.553 0.537 0.303 0.676
HCM Control Delay 17.1 17 13.2 21.2
HCM Lane LOS C C B C
HCM 95th-tile Q 3.4 3.2 1.3 5.2
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 7.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 0 8 176 0 79 3 164 43 57 163 17
Future Vol, veh/h 3 0 8 176 0 79 3 164 43 57 163 17
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 0 0 0 2 0 1 0 2 5 4 3 0
Mvmt Flow 3 0 9 189 0 85 3 176 46 61 175 18
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 554 534 184 516 520 199 193 0 0 222 0 0
Stage 1 306 306 - 205 205 - - - - - - -
Stage 2 248 228 - 311 315 - - - - - - -
Critical Hdwy 7.1 6.5 6.2 7.12 6.5 6.21 4.1 - - 4.14 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.12 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 5.5 - 6.12 5.5 - - - - - - -
Follow-up Hdwy 3.5 4 3.3 3.518 4 3.309 2.2 - - 2.236 - -
Pot Cap-1 Maneuver 446 455 864 470 463 845 1392 - - 1335 - -
Stage 1 708 665 - 797 736 - - - - - - -
Stage 2 760 719 - 699 659 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 385 431 864 447 438 845 1392 - - 1335 - -
Mov Cap-2 Maneuver 385 431 - 447 438 - - - - - - -
Stage 1 707 631 - 795 735 - - - - - - -
Stage 2 682 718 - 657 625 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.7 19.2 0.1 1.9
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1392 - - 645 523 1335 - -
HCM Lane V/C Ratio 0.002 - - 0.018 0.524 0.046 - -
HCM Control Delay (s) 7.6 0 - 10.7 19.2 7.8 0 -
HCM Lane LOS A A - B C A A -
HCM 95th %tile Q(veh) 0 - - 0.1 3 0.1 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 5.7
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 113 386 329
Demand Flow Rate, veh/h 117 395 337
Vehicles Circulating, veh/h 198 56 212
Vehicles Exiting, veh/h 351 259 239
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 4.2 5.6 6.3
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 117 395 337
Cap Entry Lane, veh/h 1128 1303 1112
Entry HV Adj Factor 0.966 0.977 0.977
Flow Entry, veh/h 113 386 329
Cap Entry, veh/h 1089 1273 1086
V/C Ratio 0.104 0.303 0.303
Control Delay, s/veh 4.2 5.6 6.3
LOS A A A
95th %tile Queue, veh 0 1 1
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 64.6
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 286 123 69 16 82 33 67 170 10 16 146 215
Future Vol, veh/h 286 123 69 16 82 33 67 170 10 16 146 215
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 336 145 81 19 96 39 79 200 12 19 172 253
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 110.8 16.8 24.5 49
HCM LOS F C C E
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 27% 60% 12% 4%
Vol Thru, % 69% 26% 63% 39%
Vol Right, % 4% 14% 25% 57%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 247 478 131 377
LT Vol 67 286 16 16
Through Vol 170 123 82 146
RT Vol 10 69 33 215
Lane Flow Rate 291 562 154 444
Geometry Grp 1 1 1 1
Degree of Util (X) 0.631 1.14 0.361 0.9
Departure Headway (Hd) 8.3 7.299 8.902 7.84
Convergence, Y/N Yes Yes Yes Yes
Cap 439 500 407 466
Service Time 6.3 5.333 6.902 5.84
HCM Lane V/C Ratio 0.663 1.124 0.378 0.953
HCM Control Delay 24.5 110.8 16.8 49
HCM Lane LOS C F C E
HCM 95th-tile Q 4.2 19.4 1.6 9.9
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 7.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 0 0 72 0 110 9 299 87 196 213 9
Future Vol, veh/h 1 0 0 72 0 110 9 299 87 196 213 9
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 0 0 3 0 1 0 1 1 0 1 0
Mvmt Flow 1 0 0 77 0 117 10 318 93 209 227 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1093 1081 232 1035 1040 365 237 0 0 411 0 0
Stage 1 650 650 - 385 385 - - - - - - -
Stage 2 443 431 - 650 655 - - - - - - -
Critical Hdwy 7.1 6.5 6.2 7.13 6.5 6.21 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.13 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 5.5 - 6.13 5.5 - - - - - - -
Follow-up Hdwy 3.5 4 3.3 3.527 4 3.309 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 193 220 812 209 232 682 1342 - - 1159 - -
Stage 1 461 468 - 636 614 - - - - - - -
Stage 2 598 586 - 456 466 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 133 172 812 174 182 682 1342 - - 1159 - -
Mov Cap-2 Maneuver 133 172 - 174 182 - - - - - - -
Stage 1 456 371 - 630 608 - - - - - - -
Stage 2 490 580 - 361 369 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 32.3 32.9 0.2 4.1
HCM LOS D D
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1342 - - 133 316 1159 - -
HCM Lane V/C Ratio 0.007 - - 0.008 0.613 0.18 - -
HCM Control Delay (s) 7.7 0 - 32.3 32.9 8.8 0 -
HCM Lane LOS A A - D D A A -
HCM 95th %tile Q(veh) 0 - - 0 3.8 0.7 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 6.8
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 457 402 328
Demand Flow Rate, veh/h 457 406 328
Vehicles Circulating, veh/h 208 233 122
Vehicles Exiting, veh/h 242 432 517
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 7.5 7.2 5.4
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 457 406 328
Cap Entry Lane, veh/h 1116 1088 1218
Entry HV Adj Factor 1.000 0.991 1.000
Flow Entry, veh/h 457 402 328
Cap Entry, veh/h 1116 1078 1218
V/C Ratio 0.409 0.373 0.269
Control Delay, s/veh 7.5 7.2 5.4
LOS A A A
95th %tile Queue, veh 2 2 1
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 20.9
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 126 76 56 13 117 17 143 131 11 10 91 250
Future Vol, veh/h 126 76 56 13 117 17 143 131 11 10 91 250
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 148 89 66 15 138 20 168 154 13 12 107 294
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 19.2 14.6 20.4 25.2
HCM LOS C B C D
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 50% 49% 9% 3%
Vol Thru, % 46% 29% 80% 26%
Vol Right, % 4% 22% 12% 71%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 285 258 147 351
LT Vol 143 126 13 10
Through Vol 131 76 117 91
RT Vol 11 56 17 250
Lane Flow Rate 335 304 173 413
Geometry Grp 1 1 1 1
Degree of Util (X) 0.627 0.583 0.357 0.732
Departure Headway (Hd) 6.733 6.915 7.44 6.507
Convergence, Y/N Yes Yes Yes Yes
Cap 540 525 484 557
Service Time 4.751 4.932 5.474 4.507
HCM Lane V/C Ratio 0.62 0.579 0.357 0.741
HCM Control Delay 20.4 19.2 14.6 25.2
HCM Lane LOS C C B D
HCM 95th-tile Q 4.3 3.7 1.6 6.2
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 8.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 0 8 181 0 81 4 171 45 60 172 18
Future Vol, veh/h 3 0 8 181 0 81 4 171 45 60 172 18
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 0 0 0 2 0 1 0 2 5 4 3 0
Mvmt Flow 3 0 9 195 0 87 4 184 48 65 185 19
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 585 565 195 545 550 208 204 0 0 232 0 0
Stage 1 325 325 - 216 216 - - - - - - -
Stage 2 260 240 - 329 334 - - - - - - -
Critical Hdwy 7.1 6.5 6.2 7.12 6.5 6.21 4.1 - - 4.14 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.12 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 5.5 - 6.12 5.5 - - - - - - -
Follow-up Hdwy 3.5 4 3.3 3.518 4 3.309 2.2 - - 2.236 - -
Pot Cap-1 Maneuver 425 437 851 449 446 835 1380 - - 1324 - -
Stage 1 692 653 - 786 728 - - - - - - -
Stage 2 749 711 - 684 647 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 363 411 851 424 420 835 1380 - - 1324 - -
Mov Cap-2 Maneuver 363 411 - 424 420 - - - - - - -
Stage 1 690 616 - 784 726 - - - - - - -
Stage 2 669 709 - 639 611 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 10.9 21.1 0.1 1.9
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1380 - - 623 500 1324 - -
HCM Lane V/C Ratio 0.003 - - 0.019 0.563 0.049 - -
HCM Control Delay (s) 7.6 0 - 10.9 21.1 7.9 0 -
HCM Lane LOS A A - B C A A -
HCM 95th %tile Q(veh) 0 - - 0.1 3.4 0.2 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 5.9
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 111 403 362
Demand Flow Rate, veh/h 115 412 370
Vehicles Circulating, veh/h 217 56 222
Vehicles Exiting, veh/h 375 276 246
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 4.3 5.7 6.7
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 115 412 370
Cap Entry Lane, veh/h 1106 1303 1100
Entry HV Adj Factor 0.965 0.977 0.977
Flow Entry, veh/h 111 403 362
Cap Entry, veh/h 1067 1274 1075
V/C Ratio 0.104 0.316 0.336
Control Delay, s/veh 4.3 5.7 6.7
LOS A A A
95th %tile Queue, veh 0 1 1
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 82.8
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 293 126 70 18 92 37 71 182 11 17 152 223
Future Vol, veh/h 293 126 70 18 92 37 71 182 11 17 152 223
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 345 148 82 21 108 44 84 214 13 20 179 262
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 145.4 19.2 29.2 64.6
HCM LOS F C D F
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 27% 60% 12% 4%
Vol Thru, % 69% 26% 63% 39%
Vol Right, % 4% 14% 25% 57%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 264 489 147 392
LT Vol 71 293 18 17
Through Vol 182 126 92 152
RT Vol 11 70 37 223
Lane Flow Rate 311 575 173 461
Geometry Grp 1 1 1 1
Degree of Util (X) 0.69 1.229 0.422 0.968
Departure Headway (Hd) 8.81 7.692 9.45 8.288
Convergence, Y/N Yes Yes Yes Yes
Cap 413 477 384 443
Service Time 6.81 5.703 7.45 6.288
HCM Lane V/C Ratio 0.753 1.205 0.451 1.041
HCM Control Delay 29.2 145.4 19.2 64.6
HCM Lane LOS D F C F
HCM 95th-tile Q 5.1 22.8 2 11.7
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 8.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 0 0 74 0 113 10 312 90 207 225 9
Future Vol, veh/h 1 0 0 74 0 113 10 312 90 207 225 9
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 0 0 79 0 120 11 332 96 220 239 10
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1146 1134 244 1086 1091 380 249 0 0 428 0 0
Stage 1 684 684 - 402 402 - - - - - - -
Stage 2 462 450 - 684 689 - - - - - - -
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - -
Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - -
Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - -
Pot Cap-1 Maneuver 176 203 795 194 215 667 1317 - - 1131 - -
Stage 1 439 449 - 625 600 - - - - - - -
Stage 2 580 572 - 439 446 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 118 155 795 159 164 667 1317 - - 1131 - -
Mov Cap-2 Maneuver 118 155 - 159 164 - - - - - - -
Stage 1 434 348 - 618 593 - - - - - - -
Stage 2 470 566 - 340 345 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 35.8 39.2 0.2 4.2
HCM LOS E E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1317 - - 118 295 1131 - -
HCM Lane V/C Ratio 0.008 - - 0.009 0.674 0.195 - -
HCM Control Delay (s) 7.8 0 - 35.8 39.2 9 0 -
HCM Lane LOS A A - E E A A -
HCM 95th %tile Q(veh) 0 - - 0 4.5 0.7 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 7.0
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 451 420 362
Demand Flow Rate, veh/h 451 424 362
Vehicles Circulating, veh/h 230 230 127
Vehicles Exiting, veh/h 259 451 527
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 7.7 7.4 5.7
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 451 424 362
Cap Entry Lane, veh/h 1091 1091 1212
Entry HV Adj Factor 1.000 0.991 1.000
Flow Entry, veh/h 451 420 362
Cap Entry, veh/h 1091 1081 1212
V/C Ratio 0.413 0.389 0.299
Control Delay, s/veh 7.7 7.4 5.7
LOS A A A
95th %tile Queue, veh 2 2 1
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 23.7
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 135 82 60 13 118 17 144 132 11 10 94 258
Future Vol, veh/h 135 82 60 13 118 17 144 132 11 10 94 258
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 159 96 71 15 139 20 169 155 13 12 111 304
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 21.8 15.2 22.1 30
HCM LOS C C C D
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 50% 49% 9% 3%
Vol Thru, % 46% 30% 80% 26%
Vol Right, % 4% 22% 11% 71%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 287 277 148 362
LT Vol 144 135 13 10
Through Vol 132 82 118 94
RT Vol 11 60 17 258
Lane Flow Rate 338 326 174 426
Geometry Grp 1 1 1 1
Degree of Util (X) 0.651 0.638 0.371 0.786
Departure Headway (Hd) 6.937 7.051 7.68 6.644
Convergence, Y/N Yes Yes Yes Yes
Cap 520 512 467 545
Service Time 4.99 5.106 5.747 4.694
HCM Lane V/C Ratio 0.65 0.637 0.373 0.782
HCM Control Delay 22.1 21.8 15.2 30
HCM Lane LOS C C C D
HCM 95th-tile Q 4.6 4.4 1.7 7.3
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 8.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 3 0 8 187 0 83 4 178 46 61 174 18
Future Vol, veh/h 3 0 8 187 0 83 4 178 46 61 174 18
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93
Heavy Vehicles, % 0 0 0 2 0 1 0 2 5 4 3 0
Mvmt Flow 3 0 9 201 0 89 4 191 49 66 187 19
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 597 577 197 557 562 216 206 0 0 240 0 0
Stage 1 329 329 - 224 224 - - - - - - -
Stage 2 268 248 - 333 338 - - - - - - -
Critical Hdwy 7.1 6.5 6.2 7.12 6.5 6.21 4.1 - - 4.14 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.12 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 5.5 - 6.12 5.5 - - - - - - -
Follow-up Hdwy 3.5 4 3.3 3.518 4 3.309 2.2 - - 2.236 - -
Pot Cap-1 Maneuver 418 430 849 441 439 826 1377 - - 1315 - -
Stage 1 688 650 - 779 722 - - - - - - -
Stage 2 742 705 - 681 644 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 356 404 849 417 413 826 1377 - - 1315 - -
Mov Cap-2 Maneuver 356 404 - 417 413 - - - - - - -
Stage 1 686 613 - 777 720 - - - - - - -
Stage 2 660 703 - 636 607 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 11 22.3 0.1 1.9
HCM LOS B C
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1377 - - 616 492 1315 - -
HCM Lane V/C Ratio 0.003 - - 0.019 0.59 0.05 - -
HCM Control Delay (s) 7.6 0 - 11 22.3 7.9 0 -
HCM Lane LOS A A - B C A A -
HCM 95th %tile Q(veh) 0 - - 0.1 3.8 0.2 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 6.0
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 127 418 357
Demand Flow Rate, veh/h 131 428 365
Vehicles Circulating, veh/h 214 63 230
Vehicles Exiting, veh/h 381 282 261
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 4.4 5.9 6.7
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 131 428 365
Cap Entry Lane, veh/h 1109 1294 1091
Entry HV Adj Factor 0.969 0.978 0.977
Flow Entry, veh/h 127 418 357
Cap Entry, veh/h 1075 1265 1067
V/C Ratio 0.118 0.331 0.334
Control Delay, s/veh 4.4 5.9 6.7
LOS A A A
95th %tile Queue, veh 0 1 1
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 101.7
Intersection LOS F
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 313 135 75 18 92 37 72 184 11 18 157 230
Future Vol, veh/h 313 135 75 18 92 37 72 184 11 18 157 230
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles, % 3 8 2 11 5 0 1 5 0 25 8 0
Mvmt Flow 368 159 88 21 108 44 85 216 13 21 185 271
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay 181.1 19.8 31.3 75.3
HCM LOS F C D F
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 27% 60% 12% 4%
Vol Thru, % 69% 26% 63% 39%
Vol Right, % 4% 14% 25% 57%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 267 523 147 405
LT Vol 72 313 18 18
Through Vol 184 135 92 157
RT Vol 11 75 37 230
Lane Flow Rate 314 615 173 476
Geometry Grp 1 1 1 1
Degree of Util (X) 0.706 1.318 0.424 1.007
Departure Headway (Hd) 9.12 7.714 9.809 8.528
Convergence, Y/N Yes Yes Yes Yes
Cap 399 468 370 429
Service Time 7.12 5.813 7.809 6.528
HCM Lane V/C Ratio 0.787 1.314 0.468 1.11
HCM Control Delay 31.3 181.1 19.8 75.3
HCM Lane LOS D F C F
HCM 95th-tile Q 5.3 26.8 2 12.8
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Int Delay, s/veh 10
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 1 0 0 76 0 116 10 324 94 210 228 10
Future Vol, veh/h 1 0 0 76 0 116 10 324 94 210 228 10
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 0 0 3 0 1 0 1 1 0 1 0
Mvmt Flow 1 0 0 81 0 123 11 345 100 223 243 11
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1174 1162 249 1112 1117 395 254 0 0 445 0 0
Stage 1 695 695 - 417 417 - - - - - - -
Stage 2 479 467 - 695 700 - - - - - - -
Critical Hdwy 7.1 6.5 6.2 7.13 6.5 6.21 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.1 5.5 - 6.13 5.5 - - - - - - -
Critical Hdwy Stg 2 6.1 5.5 - 6.13 5.5 - - - - - - -
Follow-up Hdwy 3.5 4 3.3 3.527 4 3.309 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 170 197 795 185 209 656 1323 - - 1126 - -
Stage 1 436 447 - 611 595 - - - - - - -
Stage 2 571 565 - 431 444 - - - - - - -
Platoon blocked, %- - - -
Mov Cap-1 Maneuver 113 150 795 151 159 656 1323 - - 1126 - -
Mov Cap-2 Maneuver 113 150 - 151 159 - - - - - - -
Stage 1 431 344 - 604 588 - - - - - - -
Stage 2 458 559 - 331 341 - - - - - - -
Approach EB WB NB SB
HCM Control Delay, s 37.2 45.2 0.2 4.2
HCM LOS E E
Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR
Capacity (veh/h) 1323 - - 113 282 1126 - -
HCM Lane V/C Ratio 0.008 - - 0.009 0.724 0.198 - -
HCM Control Delay (s) 7.7 0 - 37.2 45.2 9 0 -
HCM Lane LOS A A - E E A A -
HCM 95th %tile Q(veh) 0 - - 0 5.2 0.7 - -
06/18/2021
Eagle Rock Engineering & Surveying Rocking R Ranch
Intersection
Intersection Delay, s/veh 7.5
Intersection LOS A
Approach EB NB SB
Entry Lanes 1 1 1
Conflicting Circle Lanes 1 1 1
Adj Approach Flow, veh/h 507 435 357
Demand Flow Rate, veh/h 507 439 357
Vehicles Circulating, veh/h 227 259 132
Vehicles Exiting, veh/h 262 475 566
Ped Vol Crossing Leg, #/h 0 0 0
Ped Cap Adj 1.000 1.000 1.000
Approach Delay, s/veh 8.4 7.9 5.7
Approach LOS A A A
Lane Left Left Left
Designated Moves LR LT TR
Assumed Moves LR LT TR
RT Channelized
Lane Util 1.000 1.000 1.000
Follow-Up Headway, s 2.609 2.609 2.609
Critical Headway, s 4.976 4.976 4.976
Entry Flow, veh/h 507 439 357
Cap Entry Lane, veh/h 1095 1060 1206
Entry HV Adj Factor 1.000 0.991 1.000
Flow Entry, veh/h 507 435 357
Cap Entry, veh/h 1095 1050 1206
V/C Ratio 0.463 0.414 0.296
Control Delay, s/veh 8.4 7.9 5.7
LOS A A A
95th %tile Queue, veh 3 2 1
Appendix E
Left and Right Turn Warrants
E Sunnyside Rd & S 45th E
Existing 2021
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 231 289 213 104 289 231 104 213 LTW 215 323 404 104 323 215 104 404
%LT 50%49%3%9%%LT 27%60%4%13%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 231 9 213 46 289 206 104 12 RTW 215 9 404 58 323 184 104 26
NB EB SB WB NB EB SB WB
2024 Build w Project
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 266 338 252 132 338 266 132 252 LTW 247 378 478 132 378 247 132 478
%LT 50%49%3%9%%LT 27%60%4%13%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 266 10 252 54 338 241 132 15 RTW 247 10 478 69 378 215 132 33
NB EB SB WB NB EB SB WB
2024 No Build
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 261 324 238 131 324 261 131 238 LTW 243 362 452 131 362 243 131 452
%LT 50%49%3%9%%LT 27%60%4%13%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 261 10 238 51 324 231 131 15 RTW 243 10 452 65 362 206 131 33
NB EB SB WB NB EB SB WB
2029 Build w Project
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 288 362 276 148 362 288 148 276 LTW 268 405 523 148 405 268 148 523
%LT 50%49%3%9%%LT 27%60%4%13%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 288 11 276 60 362 258 148 17 RTW 268 11 523 75 405 230 148 37
NB EB SB WB NB EB SB WB
2029 No Build
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 284 351 258 147 351 284 147 258 LTW 265 392 490 147 392 265 147 490
%LT 50%49%3%9%%LT 27%60%4%13%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 284 11 258 56 351 250 147 17 RTW 265 11 490 70 392 223 147 37
NB EB SB WB NB EB SB WB
S 21st E & S 45th E
Existing 2021
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 182 212 11 227 212 182 227 11 LTW 342 375 1 162 375 342 162 1
%LT 2%27%24%69%%LT 2%100%47%40%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 182 37 11 8 212 15 227 70 RTW 342 75 1 0 375 8 162 98
NB EB SB WB NB EB SB WB
2024 Build w Project
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 210 237 11 255 237 210 255 11 LTW 395 418 1 182 418 395 182 1
%LT 2%27%24%69%%LT 2%100%47%40%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 210 43 11 8 237 17 255 79 RTW 395 87 1 0 418 9 182 110
NB EB SB WB NB EB SB WB
2024 No Build
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 203 232 11 246 232 203 246 11 LTW 381 411 1 176 411 381 176 1
%LT 2%27%24%69%%LT 2%100%47%40%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 203 41 11 8 232 16 246 76 RTW 381 84 1 0 411 9 176 106
NB EB SB WB NB EB SB WB
2029 Build w Project
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 228 253 11 270 253 228 270 11 LTW 428 447 1 192 447 428 192 1
%LT 2%27%24%69%%LT 2%100%47%40%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 228 46 11 8 253 18 270 83 RTW 428 94 1 0 447 10 192 116
NB EB SB WB NB EB SB WB
2029 No Build
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 219 249 11 262 249 219 262 11 LTW 412 441 1 187 441 412 187 1
%LT 2%27%24%69%%LT 2%100%47%40%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 219 45 11 8 249 18 262 81 RTW 412 90 1 0 441 9 187 113
NB EB SB WB NB EB SB WB
S 17th E & S 45th E
Existing 2021
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 295 253 77 NA 253 295 LTW 343 282 347 NA 282 343
%LT 55%48%58%%LT 30%51%63%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 295 NA 77 40 253 107 RTW 343 NA 347 170 282 103
NB EB SB NB EB SB
2024 Build w Project
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 336 286 98 NA 286 336 LTW 391 319 443 NA 319 391
%LT 55%48%58%%LT 30%51%63%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 336 NA 98 51 286 121 RTW 391 NA 443 217 319 116
NB EB SB NB EB SB
2024 No Build
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 325 288 88 NA 288 325 LTW 378 321 399 NA 321 378
%LT 55%48%58%%LT 30%51%63%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 325 NA 88 46 288 122 RTW 378 NA 399 195 321 117
NB EB SB NB EB SB
2029 Build w Project
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 363 311 109 NA 311 363 LTW 422 346 493 NA 346 422
%LT 55%48%58%%LT 30%51%63%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 363 NA 109 57 311 131 RTW 422 NA 493 241 346 126
NB EB SB NB EB SB
2029 No Build
AM Peak 8:00-9:00 PM Peak 5:00-6:00
Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing Advance Opposing
LTW 350 315 97 NA 315 350 LTW 407 351 437 NA 351 407
%LT 55%48%58%%LT 30%51%63%
Advance RT Advance RT Advance RT Advance RT Advance RT Advance RT
RTW 350 NA 97 50 315 133 RTW 407 NA 437 214 351 128
NB EB SB NB EB SB
