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' 4 7 . 7 8 ' S45° 57' 36"W71.78' N00° 02' 00"W N89° 58' 00"E536.23' 155.59' 509.18' N21° 4 1 ' 5 4 " E 486. 1 7 ' 208. 3 6 'L=50.098'11111 SF10052 SF10053 SF10053 SF10056 SF9345 SF15316 SF16677 SF9663 SF9660 SF9660 SF9661 SF9661 SF9661 SF9662 SF9662 SF9727 SF12534 SF12540 SF9035 SF9634 SF7454 SF8841 SF8212 SF119.67'C384.00'84.00'84.00'71.99'C5C6C7C8C9 C 1 0 C1 1 C12 67.22 ' 80.0 0 ' 80.00 ' 80.00 ' 80.00 ' 80.00 ' 80.00'80.00'67.31'C14C15C1661.87'80.00'56.89'76.81'52.59'94.44'117.35'120.33'120.47'120.38'72.65'72.04'61.87'80.00'80.03'138.25'121.06'170.18'137. 5 2 ' 85.51 ' 80.00 ' 80.00 ' 80.00 ' 80.0 0 '120.76'120.77'120.77'120.78'120.78'121.53'80.00 ' 80.00 '120.75'120.76'120.75'121.56'80.0 0 ' 80.00 ' 80.00 ' 223.8 4 '223.32'2 1 8 .30 '106.78'99.66' 120.41'84.00'82.00'119.68' 119.68'84.00'119.67'84.00'84.00'90.58'C4C13C1712500 SF12500 SF10000 SF18248 SF125.00' 80.00' 100.00' 100.00' 129.18'L5 85.00'L6 100.00'125.00' 129.18'125.00' 100.00'125.00' 80.00'11016 SF8701 SF8555 SF8409 SF10913 SF9665 SF8400 SF8400 SF8400 SF8725 SFC19 71.78'C2032.71'80.00'80.00'80.00'64.70'C2181.91 ' 77.95 'L8C2880.00'80.00'80.00'65.00'L7 85.00' 20.59'109.69'107.86'106.04' 104.21'76.06'40.31'80.00'80.00'80.00'125.31'105.00'105.00'105.00'105.00'80.00'80.00'85.00'80.00'11038 SF13243 SF9667 SFL973.66'85.00'85.00'61.49'C22L1097.2 6 ' 77.24'77.24'C2359.12'90.77'L1194.48'71.77'71.77'71.77'100.00'93.59'120.05'120.10'120.15'69.92'85.00'85.00'198.80'170.24'134.67'119.60'136.41'RAMBLE ROADREMUDA ROADRUSTLE ROADROU N D U P L A N E RAWHIDE LANERIATA LANE N01° 34' 53"W 2572.34' (M)N88° 27' 18"E 2659.02' (M)N88°27'18"E 2659.79 (R)N01°34'14"W 2572.38' (R)77.24'104.20'134.71'9585 SF13.61'244.58'509.18'143.38'26.06'3940 SF98.53'9.66'48.52'C2C1RP02N38E256061BURKE GLEN RBURKE DIANARP02N38E256675AARON J AFFLECKDOYLE ROBERTSONRP02N38E256446DENNIS M KISERRP02N38E255766COTTONWOOD HILLS ESTATES, DIVISION 1STORMPOND11194 SF71.77'71.77'111.30'9546 SF147.31'129.00'71.77'10834 SF10211 SF10207 SF9664 SF13474 SF12848 SF9258 SFL1DONNA ROBERTSONRP02N38E2564548''W8''W(8''SS(8''SS8''W8''W(8''SS(8''SS8''SS)8''SS)8''SS) 8''SS) (8''SS (8''SS 8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS)8''SS8''SS8''SS8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W 8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W8''W(8''SS(8''SS(8''SS(8''SS 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 10 22 23 24 25 26 1 2 3 4 5 6 7 8 9 10 6 5 4 7 1 5 12 6 7 4 3 2 11 8 9 10SS SS SS SS SS SS SS SS SS SS SSWWWWWWWWWWWEOEOEOEOEOEOEOEOEO EOEOEOEOEOEOEOEOEOEOEOW S88° 43' 36"E 731.90'S21° 4 1 ' 4 2 " W 1 1 6 6 . 8 7 'N87° 44' 19"W 530.88'N00° 02' 12"W 936.81'S88° 43' 36"E 234.85'N01° 34' 53"W 148.00'SOUTH 45TH EAST47204721472247234724 4725 4727 4726 4730 4731 4732 4733 4734 4735 4729 472047214722472347244725472647274728472947304731473247334734 4721472247234724472547264727 4728 4729 4730 47 3 2 47 3 1 473 3 47 3 4 4735 47384738 4739 473647374738 4736 47394739473847394739 8''W10609 SF9999 SF11392 SF 1 2 3125.00'125.00' 84.87' 78.63' 59.52' 46.37' 79.98' 80.00' 84.87'L2C18L3L4>>>><<<<><<<<<<<<<<><<>>>>>>>>>>>>>>>>>>><<L=450.329' 31.88'10'WATER ACCESSEASEMENT 1 N21° 4 1 ' 5 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