Loading...
ZMA201900003 Study 2020-05-27EPRpc EPR, PAC. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST. UNIT 10 1 , CHARLOTTESVILLE, VA 22902 MEMORANDUM ____ _________._____ ....... _____. TO: KYKE REDINGER FROM: BILL WUENSCH, P.E., PTOE; YE WANG, EIT _ ...... ORGANIZATION: DATE: APRIL 9, 2020 . ...... ......... .. .. _........ ......... ......... .................. PHONE NUMBER: SENDER'S REFERENCE NUMBER: RE: ROYAL FERN DEVELOPMENT TRAFFIC IMPACT YOUR REFERENCE NUMBER: ANALYSIS SUPPLEMENT UPDATE APRIL 2020 ❑ URGENT X FOR YOUR USE ❑ PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE The purpose of this memorandum is to provide a supplement to the original Royal Fern Development Traffic Impact Study and study Supplement #1 (EPR prepared on March 181h, 2019 and May 30th, 2019). This additional document is required per a change in site plan land uses. Per the previous studies, the study intersections include the following: 1. 5th Street Ext./Wahoo Way (Right -in -Right -out) 2. 5th Street Ext./Old Lynchburg Rd 3. Old Lynchburg Rd/Country Green Rd 4. New median opening just South of Intersection 2 (RCUT scenario only) Trip Generation The updated trip generation details for Royal Fern development was prepared by Shimp Engineering and verified by EPR. Table 1 below summarizes the trip generation result: Table 1: Trip Generation Details Square AM PM Daily In ou Tot In Ou Tot Use Footage LU Code IV Total t al t al 710 - General Office 102 (1,000 SF 10 Office 102,000 Building GFA) 5 17 122 19 97 116 1082 5,000 932 - High Turnover (Sit- 5 (1,000 SF GFA) 27 23 50 30 19 49 561 Down) Restaurant Retail 5,000 876 - Apparel Store 5 (1,000 SF GFA) 4 1 5 11 10 21 332 4,000 814 - Variety Store 4 (1,000 SF GFA) 7 6 13 14 13 27 254 Hotel 312 - Business Hotel 125 Rooms 20 29 49 22 18 40 514 lf 100,000 151 - Mini Warehousing 100 (GFOA) sq ft 6 4 10 8 9 17 151 Storage COMBINED 9 80 249 4 5 270 2894 Residenti 150 units 221 - Multifamily 150 Units* 14 40 54 40 26 66 816 al Housing *128 Units at Site 2 (West of Old Lynchburg Rd) and 22 Units at Site 1 (East of Old Lynchburg Rd) 1 EPRPc EPR, PAC. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST. UNIT 10 1 , CHARLOTTESVILLE, VA 22902 As indicated in Table 1 above, approximately 3710 daily trips, 303 AM peak and 336 PM peak trips were estimated for the proposed Royal Fern development with the new site plan. Trip distribution is assumed to be the same as the previous study effort for each land use type, Figure 2-4 display the detailed distribution percentage at study intersections. Traffic Operations Result The traffic operational results were analyzed and compared with 2024 no build for the following four scenarios: 1. 2024 build with no mitigation (Base) 2. 2024 build with signal at 5t" Ext and Old Lynchburg Rd (Mitigation 1) 3. 2024 build with roundabout at 5t" Ext and Old Lynchburg Rd (Mitigation 2) 4. 2024 build with signalized RCUT intersection (Mitigation 3) 2024 No Build Conditions (Base) As needed for comparison purposes, the 2024 no build traffic operations analysis results are shown in Table 2 below: Table 2: 2024 No Build Traffic Operation Results Intersection # and name Approach Movement AM PM LOS Delay Queue LOS Delay Queue 5th EB EBT A 0 0 A 0 0 1. 5th Ext and 5th WB WBR A 0 0 A 0 0 WBT A 0 0 A 0 0 Wahoo Way Wahoo Way SB SBR B 10 35 B 12.2 48 5th EB EBL A 8.1 73 A 9.1 58 EBT A 0 15 A 0 0 EBR A 0 0 A 0 0 3. 5th Ext and Old Lynchburg 5th WB WBL A 9.9 59 A 8.2 19 WBT A 0 0 A 0 0 WBR A 0 27 A 0 10 Rd County NB NBT/NBL A 0 0 C 9.9 11 NBR B 11.2 31 A 24.8 52 Old Lynchburg SB SBT/SBL F 546 434 F 404.6 435 SBR A 9.4 255 B 11.2 255 5. Old Lynchburg Road Country Green Road EB EBL/EBR B 11.7 1181 B 11.8 991 2 EPRpc EPR, PAC. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST. UNIT 1 01, CHARLOTTESVILLE, VA 22902 and Country Green Road Old Lynchburg NB NBL A 7.8 37 A 8.1 50 NBT A 0 0 A 0 0 Old Lynchburg SB SBT/SBR A 0 280 A 0 286 Red indicates exceeded maximum link distance. As shown in Table 2, in 2024 no build conditions: Both intersections 1 and 5 will operate with movements having acceptable levels of service. However, the intersection of Old Lynchburg Road and 5th Street Ext. will have the southbound approach operating at LOS F with significantly long queues at the southbound approach. The maximum queue length at the southbound approach at 5th Street Ext and Old Lynchburg Road (approximately 450ft) will spill back to the intersection of Country Green Road/Old Lynchburg Road and result in additional 280 feet queuing length at eastbound approach and 1000 feet of queuing at the southbound approach. 2024 Build Conditions Synchro/SimTraffic 11 was used to analyze the 2024 build traffic operations. The level of service, delay, and queue results are summarized in Table 3 below and included in Appendix B (HCM Report) and Appendix C (SimTraffic Queue). Table 3: 2024 Build Traffic Operations Results Intersection # and name Approach Movement AM PM LOS Delay Queue LOS Delay Queue 5th EB EBT A 0 0 A 0 0 1. 5th Ext and Wahoo Way 5th WB WBR A 0 0 A 0 0 WBT A 0 0 A 0 0 *No SBL Wahoo Way SB SBR B 10.4 53 C 15.6 111 5th EB EBL B 10.1 133 B 13.4 124 EBT A 0 2 A 0 3 EBR A 0 0 A 0 0 3. 5th Ext and Old Lynchburg Rd 5th WB WBL/U B 11.6 54 A 9.9 40 WBT A 0 0 A 0 2 WBR A 0 35 A 0 30 County NB NBT/NBL A 0 0 E 37.4 19 NBR B 11.2 31 A 9.9 53 Old Lynchburg SB SBT/SBL F 1504.7 255 F 1039.6 255 SBR A 9.5 428 B 12.4 430 5. Old Lynchburg Country GreenRoad EB EBL/EBR B 12.9 386 B 13.1 390 Road Old Lynchburg NB NBL A 7.9 36 A 8.5 62 3 EPRpc EPR, PAC. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST. UNIT 1 01, CHARLOTTESVILLE, VA 22902 and Country NBT A 0 0 A 0 0 Green Road Old Lynchburg SB I SBT/SBR A 0 290 A 0 290 Red indicates exceeded maximum link distance. As shown in Table 3, in 2024 build conditions: All study intersections will operate at acceptable levels of service with the exception of intersection 3, which will continue to have a failing level of service for the southbound approach. The 2024 build traffic operation result is similar to 2024 no build traffic operations. Extremely long delays and queue length are anticipated for the southbound movement at the 5tn Ext and Old Lynchburg intersection, with spillback to intersection 5 which could impact access for the eastbound movement. The inability to find gaps for the southbound vehicles at intersection 3 could cause potential safety concerns where drivers become aggressive in pursuing small gaps as opportunities to enter the median for a two -stage turn. 2024 Build with Signal at 5' Ext and Old Lynchburg Rd (Mitigation 1 Scenario) Synchro/SimTraffic 11 was used to analyze the 2024 build mitigation 1 scenario traffic operations. The level of service, delay, and queue results are summarized in Table 4 below and included in Appendix B (HCM Report) and Appendix C (SimTraffic Queue). Same preliminary timing plan is being used from Supplement #1. Table 4: 2024 Build with Traffic Signal (Mitigation Scenario 1) Traffic Operations Results Intersection # and name Approach Movement AM PM LOS Delay Queue LOS Delay Queue 1. 5th Ext and Wahoo Way *No SBL 5th EB EBT A 0 0 A 0 0 5th WB WBR A 0 0 A 0 0 WBT A 0 0 A 0 0 Wahoo Way SB SBR B 10.4 55 C 15.6 113 3. 5th Ext and Old Lynchburg Rd *Signalized 5th EB EBL B 13.8 132 B 15.4 99 EBT C 23.5 184 B 17.1 122 EBR B 15.4 19 B 14.6 2 5th WB WBL/U B 17 80 B 13.4 54 WBT B 18.8 127 C 25.9 221 WBR B 18.3 118 B 16.4 120 County NB NBT/NBL A 0 0 C 25.8 20 NBR C 31.6 31 C 26 60 Old Lynchburg SB SBT/SBL D 38.5 226 D 38.1 224 SBR B 18.4 52 B 18.3 116 4 EPRpc EPR, PAC. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST. UNIT 1 01, CHARLOTTESVILLE, VA 22902 Overall C 23.5 C 22.9 S. Old Lynchburg Road and Country Green Road Country Green Road EB EBL/EBR B 12.9 102 B 13.1 78 Old Lynchburg NB NBL A 7.9 48 A 8.5 90 NBT A 0 0 A 0 0 Old Lynchburg SB SBT/SBR A 0 0 A 0 17 As shown in Table 4, in 2024 build condition with signalized 51h Ext and Old Lynchburg Rd intersection: The overall traffic operations performance will be significantly improved as the southbound movement at Old Lynchburg Rd will be able to turn onto 5th Street Ext with reasonable delays. The overall LOS improved to B with the southbound approach operating at LOS D. The queue length at the southbound approach is also reduced significantly, which solves the spill back issue at Old Lynchburg Rd and Country Green Rd intersection. All other intersections will operate at acceptable levels of service. 2024 Build with Roundabout at 5`h Ext and Old Lynchburg Rd (Mitigation Scenario 2) A roundabout configuration was also tested to see if this type of intersection could be a viable option for traffic control at Old Lynchburg Rd and 51h Street Ext intersection. Appendix D provides the summary of LOS by leg and queue information generated by Sidra. The results suggest that the roundabout option performs better in terms of minimizing overall queuing, LOS and delay compared to the signalized intersection scenario (Mitigation Scenario 1). Note that the configuration considered in this analysis is functionally a one lane roundabout for through lanes and left turns, along with dedicated right turn lanes onto the side streets. This roundabout also provides a transition method for the four -lane road. 5 EPRpc EPR, PAC. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST. UNIT 1 01, CHARLOTTESVILLE, VA 22902 Figure 1. LOS in 2024 Build AM Roundabout Scenario 2024 Build with Signalized RCUT (Mitigation Scenario 3) Traffic operations analyses for an RCUT scenario was completed with updated traffic volumes using Synchro/SimTraffic 11. Based on the preliminary engineering evaluation and test results from Supplement #1, only the RCUT with signal (at the eastbound approach to accommodate the westbound u-turns) scenario was tested due to relatively high thru volume on 51h Street Ext. Table 6. RCUT with Signal Traffic Operation Results Intersection # and name Approach Movement AM PM LOS Delay Queue LOS Delay Queue 1. 5th Ext and Wahoo Way *No SBL 5th EB EBU A 0 0 C 19.5 5 EBT A 0 0 A 0 0 5th WB WBR A 0 0 A 0 0 WBT A 0 0 A 0 0 Wahoo Way SB SBR B 10.4 59 C 15.6 111 3. 5th Ext and Old Lynchburg Rd 5th EB EBL B 10.1 153 B 12.4 125 EBT A 0 1 A 0 0 EBR A 0 0 A 0 0 5th WB WBL/U C 16.1 86 B 12.8 55 WBT A 0 3 A 0 0 WBR A 0 44 A 0 37 0 EPRpc EPR, PAC. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST. UNIT 1 01, CHARLOTTESVILLE, VA 22902 County NB NBR B 13.3 27 B 11.3 65 Old Lynchburg SB SBR B 13.3 187 C 20.2 177 5. Old Lynchburg Road and Country Green Road Country Green Road EB EBL/EBR B 12.9 98 B 12.9 76 Old Lynchburg NB NBL A 7.9 60 A 1 8.3 66 NBT A 0 0 A 0 0 Old Lynchburg SB SBT/SBR A 0 2 A 0 19 99. Signalized RCUT 5th EB EBT B 10.9 282 A 7.8 165 5th WB WBT A 0 0 A 0.2 0 WBU C 33.9 263 C 28 218 Overall B 14 A 7.6 As shown in Table 5 in the RCUT with signal scenario, 51h Street Ext/Old Lynchburg Rd intersection will perform well. The queue length is anticipated to be minor on the sidestreets with no spill -back from the 51h Street Ext/Old Lynchburg Rd intersection. Note however that the maximum queuing length at the signalized RCUT intersection is 263 ft, thus the minimum needed storage of 275 feet plus taper length of 200 ft would be recommended for the westbound u-turn movement. Findings and Recommendations Based on the analysis conducted for this Supplement #2 addendum, the findings and conclusions are as follows — With the updated site plan for the Royal Fern development, approximately 3710 daily trips, 303 AM peak and 336 PM peak trips are projected based on the ITE Trip Gen Manual. Comparing the traffic operations in 2024 no build and 2024 build (Base) scenario, the majority of the impact will be observed at the 51h Street Ext/Old Lynchburg Rd intersection. The delay at southbound left/thru movement will be significantly longer for both the AM and PM peak periods, with failing levels of service. The overall delay and queue changes at the other intersections are minimal. Note that once an intersection reaches capacity, even a small increase in volumes can result higher delays. • The roundabout scenario will have the best result in terms of delay and queue lengths. This revised analysis supports the prior recommendation that a traffic signal or roundabout would provide sufficient capacity for the future traffic volumes. The RCUT can work as well, however this will require that very large volume of traffic make the right turn which will then form a long queue at the new signalized u-turn location. 7 EPRpc EPR, PAC. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST. UNIT 1 01, CHARLOTTESVILLE, VA 22902 Attachments: List of Figures: Figure 1 2024 No Build Volume Figure 2 Trip Distribution (Site 2: 128 Multi Family Units) Figure 3 Trip Distribution (Site 1: 22 Multi Family Units) Figure 4 Trip Distribution (Site 1: Combined Commercial) Figure 5 Trip Assignment (Site 2: 128 Multi Family Units) Figure 6 Trip Assignment (Site 1: 22 Multi Family Units) Figure 7 Trip Assignment (Site 1: Combined Commercial) Figure 8 Trip Assignment (Site 1 and Site 2 Combined) Figure 9 2024 Build Peak Hour Volume (2020 Site Plan) Appendix: Appendix A 2020 Trip Generation Appendix B Synchro HCM Reports Appendix C SimTraffic Queue Reports Appendix D Roundabout Mitigation Traffic Performance Report 0 64 •. .'. y s -alea�RarY� Soo 57(16) It �4 S rN-) Timberlin Park+,. Apartments .co 1 , 67) Cl) CO N CO e F 1 1 72(44) " w� LL Cavalier Crossing:` T w �. uon Te GS:� .� u r De e O C Oak Hill Mrketz DePi,X`` q . AIlbemareIun Y -Police DeOartment Wahoo Way 04 'c O AT 5th St. E�xt 1. Air`. , VA Goo 4 Old Lynchburg Rd", CD Y -alem ark 1 Country Green .d • ..n-c, CD Timberlin Park n � 5 Apartments — — .1•• 1•. r It f 97 5th St. Ext • . ■ 1 • • 1 Cav o " pon Te G .B• * .q �i[isa [�e • e o o Oak Hill Market4 D "I'l X,` "g Police Del:aartrfinenl Ns r� Wahoo Way cD t Old Lynchburg Rd 0 0 0 0 a � ��Country Green Rd -alea�Rark r_ ,. r, CD Timberlin Park I' 155 .1 All Old Lynchburg K } - D 0 w �„ t. -�-- � � CavalierCrossing pon T ' G, :Bl r IWO /1 } r De _ e Oak Hill Market4 D "I'l X,` AIbemar�eoun .� j r _ -Police-DeOartment Wahoo Way c, 1'. 1'. 1' 1' 5th St. 55%( ten, -- - vjitfir...- ♦ ♦ ♦ ♦ , • 1 1l Air - • • Lynchburg '• a alee,Rark ., r' k ,. �' • 1•' 1•' re - ti „'Tirnberlin Park �` • • ,• • n � - Apartments 1 • 1 • • • _4 — 11•. 10 A cc - 1 w _Cavell€Cros ��• �� �:� ua�r�e 'GSA � "`� .. `- r ay 4111610", iolw w a [�e e a�r3d'lfJy'r• S - _` s- `\ '�7�' � f''•. �i Oak Hill �'rMarket4 D "I'l X,` � . "g Police Del:aartrfinenl lie a' •• Way 1 1 1. 1. 25%(2 -- :'g: ^4 fit' ♦ ♦ ♦ ♦ , 1 Timberlin Park Apartments A De e , rporb" Oak Hill liMt arke 4 D "I'l X, Albema Yt -police-Deoartment M-11 0 Wahoo Way o(o) ON A) -4— 7(10) AT 5th St. E�xt 12(13) A--0- ef Gooc�le ir kA a Timberlin Park Apartments GEORMW 17 W- De iei rliRorb" n4m yak Hill arketz&D"I'l Albema - Y -Police ---N'O'prLment Wahoo Way 1(4) ON A) AT 5th St. E�xt AGooir kA Timberlin Park Apartments Old Lynchburg Rd 1 11 AWAIIL 7-aleiaiRark 17 W W- De? e , rporb" Oak Hill liMt arke 4 D "I'l X, Albema Yt -Police-Deoartment Ik Wahoo Way 68(73) ON A) -4— o(o) AT 5th St. E�xt 20(33) Aef Gooc�le ir kA Timberlin Park Apartments lk. De e , rporb" Oak Hill liMt arke 4 D "I'l X, Albema Yt -police-Deoartment Wahoo Way 69(77) ON AT 5th St. E�xt 36(49) A--0- ef Gooc�le ir s _ a Old Lynchburg Rd" �m, co -aleaw a, - r¢ 57(51) Timberlin Park Apartments 1 CN A�i _ 176(80) 770(431) —IN- y y ' ; '� s Rr Cavalier Crossing 14 y + lon Te GS:15, +Li r ,r. oft De e p O_ 1r z acr3dlfJlry'r, z S ` �.- \ '7' _ *'• Ji C Oak Hill MrketDePi,X`` q ! ' _ Albemar,y -- -P_ vlice-.DeOartment "for 1000 'Wahoo Way 87(132) 04 f - 4 ; `. , VA Goo EPRPc EPR, P,C. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST UNIT 101 , CHARLOTTESVILLE, VA 22902 Appendix A 2020 Trip Generation ABC ZMA2019-03 Maximum Square Foota¢es Use Square Footage I LU Code IV AM PM Daily Total In lout Total In Out Total Office 102,000 710 - General Office Building 102 (1,000 SF GFA) 105 17 122 19 97 116 1082 Retail 5,000 932 - High Turnover (Sit -Down) Restaurant 5 (1,000 SF GFA) 27 23 50 30 19 49 561 5,000 876 - Apparel Store 5 (1,000 SF GFA) 4 1 5 11 10 21 332 4,000 814 - Variety Store 4 (1,000 SF GFA) 7 6 13 14 13 27 254 Hotel 312 - Business Hotel 125 Rooms 20 29 49 22 18 401 514 Self Storage 100,000 151 - Mini Warehousing 100 (1000 sq ft GFA) 6 4 10 81 9 17 151 COMBINED 169 80 249 104 166 270 2894 Residential 1 150 units 221 - Multifamily Housing 150 Units 14 40 54 40 1 261 66 816 552 606 6090 ITE 10TH EDITION Grand Total 183 120 303 144 192 336 3710 EPRPc EPR, P,C. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST UNIT 101, CHARLOTTESVILLE, VA 22902 Appendix B Synchro HCM Reports HCM 2010 TWSC 1: 5th Street & Wahoo Way 04/09/2020 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations tt tt r r Traffic Vol, veh/h 0 1142 466 87 0 71 Future Vol, veh/h 0 1142 466 87 0 71 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length - - 425 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 3 -3 - 5 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 2 5 23 0 0 Mvmt Flow 0 1190 485 91 0 74 Major/Minor Majorl Major2 Minor2 Conflicting Flow All - 0 0 243 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - - - - 7.4 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver 0 - - - 0 738 Stage 1 0 - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - - 738 Mov Cap-2 Maneuver - - - Stage 1 - - - - - Stage 2 - - - - - HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) EB WB S 0 0 10.4 B EBT WBT WBRSBLn1 738 0.1 10.4 B 0.3 2024 Build AM Royal Fern Development Traffic Analysis 5:00 pm 03/15/2019 Synchro 11 Report EPR Page 1 HCM 2010 TWSC 3: 5th Street & Old Lynchburg Road 04/09/2020 Intersection Int Delay, s/veh 263.9 Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r A tt r 4 r r Traffic Vol, vehlh 176 770 4 24 68 258 310 0 0 3 345 1 26 Future Vol, veh/h 176 770 4 24 68 258 310 0 0 3 345 1 26 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - - None - - None - None Storage Length 295 - 120 325 - 380 - - 350 255 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 2 - - -2 - - 1 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 11 2 0 2 0 11 4 0 0 0 2 0 18 Mvmt Flow 191 837 4 26 74 280 337 0 0 3 375 1 28 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 617 0 0 837 841 0 0 1560 2036 419 1281 1703 140 Stage 1 - - - - - - - 1219 1219 - 480 480 - Stage 2 - - - - - - 341 817 - 801 1223 - Critical Hdwy 4.32 - - 6.44 4.1 - - 7.7 6.7 7 7.54 6.5 7.26 Critical Hdwy Stg 1 - - - - - - 6.7 5.7 - 6.54 5.5 - Critical Hdwy Stg 2 - - - - - - - 6.7 5.7 - 6.54 5.5 - Follow-up Hdwy 2.31 - 2.52 2.2 - - 3.5 4 3.3 3.52 4 3.48 Pot Cap-1 Maneuver 900 - - 422 803 - - 71 51 582 - 123 93 834 Stage 1 - - - - - - 182 238 - 536 558 - Stage 2 - - - - - - - 641 376 - - 344 254 - Platoon blocked, % - Mov Cap-1 Maneuver 900 - 649 649 - - 50 34 582 - 91 62 834 Mov Cap-2 Maneuver - - - - - 50 34 - - 91 62 - Stage 1 - - - - - - 143 188 - 422 472 - Stage 2 - - 523 318 - - 269 200 - EB WB NB SB HCM Control Delay, s 1.9 1.6 HCM LOS 11.2 $1400.2 B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) - 582 900 - 649 - 91 834 HCM Lane V/C Ratio - 0.006 0.213 0.154 - 4.133 0.034 HCM Control Delay (s) 0 11.2 10.1 - 11.6 - $-1504.7 9.5 HCM Lane LOS A B B B - F A HCM 95th %tile Q(veh) - 0 0.8 - 0.5 - - 39.2 0.1 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon IN 2024 Build AM Royal Fern Development Traffic Analysis 5:00 pm 03/15/2019 Synchro 11 Report EPR Page 2 HCM 2010 TWSC 5: Old Lynchburg Road & Country Green Rd 04/09/2020 Intersection Int Delay, s/veh 3.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations )II '� t T Traffic Vol, veh/h 74 57 53 241 188 18 Future Vol, veh/h 74 57 53 241 188 18 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 155 - Veh in Median Storage, # 0 - 0 0 Grade, % -3 - -3 3 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 17 10 4 0 0 Mvmt Flow 80 62 58 262 204 20 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 592 214 224 0 0 Stage 1 214 - - - - Stage 2 378 - - Critical Hdwy 5.8 6.07 4.2 Critical Hdwy Stg 1 4.8 - - Critical Hdwy Stg 2 4.8 - - - Follow-up Hdwy 3.5 3.453 2.29 - - Pot Cap-1 Maneuver 521 804 1299 Stage 1 856 - - - - - Stage 2 743 - - - - - Platoon blocked, % Mov Cap-1 Maneuver 498 804 1299 Mov Cap-2 Maneuver 498 - - - - - Stage 1 817 Stage 2 743 - - - HCM Control Delay, s 12.9 HCM LOS B Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1.4 NBL NBTEBLn1 SBT SBR 1299 597 0.044 0.239 7.9 12.9 - A B - 0.1 0.9 2024 Build AM Royal Fern Development Traffic Analysis 5:00 pm 03/15/2019 Synchro 11 Report EPR Page 3 HCM 2010 TWSC 1: 5th Street & Wahoo Way 04/09/2020 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations tt Traffic Vol, veh/h 0 813 Future Vol, veh/h 0 813 Conflicting Peds, #/hr 0 0 Sign Control Free Free RT Channelized - None Storage Length - - Veh in Median Storage, # - 0 Grade, % - 3 Peak Hour Factor 96 96 Heavy Vehicles, % 0 2 Mvmt Flow 0 847 874 132 874 132 0 0 Free Free - None - 425 0 - 0 179 0 179 0 0 Stop Stop None 0 0 - -3 - 5 - 96 96 96 96 5 23 0 0 910 138 0 186 Major/Minor Majorl Major2 Minor2 Conflicting Flow All - 0 0 455 Stage 1 - - - - - Stage 2 - - - Critical Hdwy - - - - 7.4 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - - 3.3 Pot Cap-1 Maneuver 0 - - - 0 524 Stage 1 0 - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - - 524 Mov Cap-2 Maneuver - - - Stage 1 - - - - - Stage 2 - - - - - HCM Control Delay, s HCM LOS Minor Lane/Maior Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) EB WB S 0 0 15.6 C EBT WBT WBRSBLn1 524 0.356 15.6 C 1.6 2024 Build PM Royal Fern Development Traffic Analysis 12:29 pm 03/24/2020 Synchro 11 Report Page 1 HCM 2010 TWSC 3: 5th Street & Old Lynchburg Road 04/09/2020 Intersection Int Delay, s/veh 140.9 Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r A tt r 4 r r Traffic Vol, veh/h 80 431 1 36 16 750 456 1 0 52 294 1 81 Future Vol, veh/h 80 431 1 36 16 750 456 1 0 52 294 1 81 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - - None - - None - None Storage Length 295 - 120 325 - 380 - - 350 255 0 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 2 - - -2 - - 1 - - 0 - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 11 2 0 2 0 11 4 0 0 0 2 0 18 Mvmt Flow 82 444 1 37 16 773 470 1 0 54 303 1 84 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1243 0 0 444 445 0 0 1101 1957 222 1265 1488 387 Stage 1 - - - - - - - 608 608 - 879 879 - _ Stage 2 - - - - - 493 1349 - 386 609 - Critical Hdwy 4.32 - - 6.44 4.1 - - 7.7 6.7 7 7.54 6.5 7.26 Critical Hdwy Stg 1 - - - - - - 6.7 5.7 - 6.54 5.5 - Critical Hdwy Stg 2 - - - - - - - 6.7 5.7 - 6.54 5.5 - Follow-up Hdwy 2.31 - 2.52 2.2 - - 3.5 4 3.3 3.52 4 3.48 Pot Cap-1 Maneuver 509 - - 751 1126 - - 159 58 783 -126 125 568 Stage 1 - - - - - 439 473 - 309 368 - Stage 2 - - - - - - - 517 205 - 609 488 - Platoon blocked, % - Mov Cap-1 Maneuver 509 - 793 793 - - 112 45 783 -98 98 568 Mov Cap-2 Maneuver - - - - - 112 45 - -98 98 - Stage 1 - - - - - - 368 397 - - 259 343 - Stage 2 - - - 410 191 - 476 409 - EB WB NB SB HCM Control Delay, s 2.1 0.4 HCM LOS 10.4 $ 818.3 B F Minor Lane/Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBRSBLn1 SBLn2 Capacity (veh/h) 112 783 509 - 793 - 98 568 HCM Lane V/C Ratio 0.009 0.068 0.162 0.068 - 3.103 0.147 HCM Control Delay (s) 37.4 9.9 13.4 - 9.9 - $-1039.6 12.4 HCM Lane LOS E A B A - F B HCM 95th %tile Q(veh) 0 0.2 0.6 - 0.2 - - 29.6 0.5 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon in 2024 Build PM Royal Fern Development Traffic Analysis 12:29 pm 03/24/2020 Synchro 11 Report Page 2 HCM 2010 TWSC 5: Old Lynchburg Road & Country Green Rd 04/09/2020 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y t Traffic Vol, veh/h 23 51 118 306 240 79 Future Vol, veh/h 23 51 118 306 240 79 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 - 155 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -3 - - -3 3 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 17 10 4 0 0 Mvmt Flow 25 55 128 333 261 86 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 893 304 347 0 0 Stage 1 304 - - - - Stage 2 589 - - - - Critical Hdwy 5.8 6.07 4.2 - - Critical Hdwy Stg 1 4.8 - - - Critical Hdwy Stg 2 4.8 - - - - Follow-up Hdwy 3.5 3.453 2.29 - Pot Cap-1 Maneuver 365 720 1169 - - Stage 1 792 - - - Stage 2 616 - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 325 720 1169 - - Mov Cap-2 Maneuver 325 - - - Stage 1 706 - - - - Stage 2 616 - - - - EB NB S HCM Control Delay, s 13.1 2.4 0 HCM LOS B Minor Lane/Maior Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) NBL NBTEBLn1 SBT SBR 1169 - 523 0.11 - 0.154 8.5 - 13.1 A B 0.4 - 0.5 W 2024 Build PM Royal Fern Development Traffic Analysis 12:29 pm 03/24/2020 Synchro 11 Report Page 3 HCM 2010 TWSC 1: 5th Street & Wahoo Way 04/09/2020 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations tt tt r r Traffic Vol, veh/h 0 1142 466 87 0 71 Future Vol, veh/h 0 1142 466 87 0 71 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length - - 425 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 3 -3 - 5 - Peak Hour Factor 96 96 96 96 96 96 Heavy Vehicles, % 0 2 5 23 0 0 Mvmt Flow 0 1190 485 91 0 74 Major/Minor Majorl Major2 Minor2 Conflicting Flow All - 0 0 243 Stage 1 - - - - - Stage 2 - - - - Critical Hdwy - - - - 7.4 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - - - 3.3 Pot Cap-1 Maneuver 0 - - - 0 738 Stage 1 0 - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - - 738 Mov Cap-2 Maneuver - - - Stage 1 - - - - - Stage 2 - - - - - HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) EB WB S 0 0 10.4 B EBT WBT WBRSBLn1 738 0.1 10.4 B 0.3 2024 Build AM Mitigation 1 Royal Fern Development Traffic Analysis 5:00 pm 03/15/2019 Synchro 11 Report EPR Page 1 HCM 2010 TWSC 5: Old Lynchburg Road & Country Green Rd 04/09/2020 Intersection Int Delay, s/veh 3.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y t Traffic Vol, veh/h 74 57 53 241 188 18 Future Vol, veh/h 74 57 53 241 188 18 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 - 155 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -3 - - -3 3 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 17 10 4 0 0 Mvmt Flow 80 62 58 262 204 20 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 592 214 224 0 0 Stage 1 214 - - - - Stage 2 378 - - - Critical Hdwy 5.8 6.07 4.2 - - Critical Hdwy Stg 1 4.8 - - Critical Hdwy Stg 2 4.8 - - - - Follow-up Hdwy 3.5 3.453 2.29 Pot Cap-1 Maneuver 521 804 1299 - - Stage 1 856 - - Stage 2 743 - - - - Platoon blocked, % Mov Cap-1 Maneuver 498 804 1299 - - Mov Cap-2 Maneuver 498 - - Stage 1 817 - - - - Stage 2 743 - - - - EB NB S HCM Control Delay, s 12.9 1.4 0 HCM LOS B Minor Lane/Maior Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) NBL NBTEBLn1 SBT SBR 1299 - 597 0.044 - 0.239 7.9 - 12.9 A B 0.1 - 0.9 W 2024 Build AM Mitigation 1 Royal Fern Development Traffic Analysis 5:00 pm 03/15/2019 Synchro 11 Report EPR Page 2 HCM Signalized Intersection Capacity Analysis 3: 5th Street & Old Lynchburg Road 04/07/2020 Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations tt r bi tt r 4 r 4 Traffic Volume (vph) 176 770 4 24 68 258 310 0 0 3 345 1 Future Volume (vph) 176 770 4 24 68 258 310 0 0 3 345 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -2% 1 % 0% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 0.85 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 Satd. Flow (prot) 1610 3504 1599 1814 3285 1568 1607 1774 Flt Permitted 0.51 1.00 1.00 0.22 1.00 1.00 1.00 0.95 Satd.Flow (perm) 870 3504 1599 429 3285 1568 1607 1774 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 191 837 4 26 74 280 337 0 0 3 375 1 RTOR Reduction (vph) 0 0 3 0 0 0 244 0 0 3 0 0 Lane Group Flow (vph) 191 837 1 0 100 280 93 0 0 0 0 376 Heavy Vehicles (%) 11 % 2% 0% 2% 0% 11 % 4% 0% 0% 0% 2% 0% Turn Type pm+pt NA Perm pm+pt pm+pt NA Perm Perm Split NA Protected Phases 5 2 1 1 6 8 8 4 4 Permitted Phases 2 2 6 6 6 8 Actuated Green, G (s) 26.2 20.1 20.1 21.6 17.8 17.8 0.8 16.0 Effective Green, g (s) 26.2 20.1 20.1 21.6 17.8 17.8 0.8 16.0 Actuated g/C Ratio 0.40 0.31 0.31 0.33 0.28 0.28 0.01 0.25 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 422 1088 496 224 v/s Ratio Prot c0.04 c0.24 0.03 v/s Ratio Perm 0.14 0.00 0.12 v/c Ratio 0.45 0.77 0.00 0.45 Uniform Delay, dl 13.0 20.2 15.4 15.5 Progression Factor 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 3.3 0.0 1.4 Delay (s) 13.8 23.5 15.4 17.0 Level of Service B C B B Approach Delay (s) 21.7 Approach LOS C Intersection Summary 903 431 0.09 0.06 0.31 0.22 18.6 18.1 1.00 1.00 0.2 0.3 18.8 18.3 B B 18.3 31.6 B C ILI c0.00 0.00 31.6 1.00 0.0 31.6 C 438 c0.21 0.86 23.3 1.00 15.3 38.5 D 37.2 HCM 2000 Control Delay 23.5 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.78 Actuated Cycle Length (s) 64.7 Sum of lost time (s) 24.0 Intersection Capacity Utilization 69.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group 2024 Build AM Mitigation 1 Royal Fern Development Traffic Analysis 5:00 pm 03/15/2019 Synchro 11 Report EPR Page 1 HCM Signalized Intersection Capacity Analysis 3: 5th Street & Old Lynchburg Road 04/07/2020 4/ Movement SBR Lan4onfigurations r Traffic Volume (vph) 26 Future Volume (vph) 26 Ideal Flow (vphpl) 1900 Grade (%) Total Lost time (s) 6.0 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1369 Flt Permitted 1.00 Satd. Flow (perm) 1369 Peak -hour factor, PHF 0.92 Adj. Flow (vph) 28 RTOR Reduction (vph) 21 Lane Group Flow (vph) 7 Heavy Vehicles (%) 18% Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 16.0 Effective Green, g (s) 16.0 Actuated g/C Ratio 0.25 Clearance Time (s) 6.0 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 338 v/s Ratio Prot v/s Ratio Perm 0.01 v/c Ratio 0.02 Uniform Delay, dl 18.4 Progression Factor 1.00 Incremental Delay, d2 0.0 Delay (s) 18.4 Level of Service B Approach Delay (s) Approach LOS Intersection Summary 2024 Build AM Mitigation 1 Royal Fern Development Traffic Analysis 5:00 pm 03/15/2019 Synchro 11 Report EPR Page 2 HCM 2010 TWSC 1: 5th Street & Wahoo Way 04/09/2020 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations tt Traffic Vol, veh/h 0 813 Future Vol, veh/h 0 813 Conflicting Peds, #/hr 0 0 Sign Control Free Free RT Channelized - None Storage Length - - Veh in Median Storage, # - 0 Grade, % - 3 Peak Hour Factor 96 96 Heavy Vehicles, % 0 2 Mvmt Flow 0 847 874 132 874 132 0 0 Free Free - None - 425 0 - 0 179 0 179 0 0 Stop Stop None 0 0 - -3 - 5 - 96 96 96 96 5 23 0 0 910 138 0 186 Major/Minor Majorl Major2 Minor2 Conflicting Flow All - 0 0 455 Stage 1 - - - - - Stage 2 - - - Critical Hdwy - - - - 7.4 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - - Follow-up Hdwy - - 3.3 Pot Cap-1 Maneuver 0 - - - 0 524 Stage 1 0 - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - Mov Cap-1 Maneuver - - - - 524 Mov Cap-2 Maneuver - - - Stage 1 - - - - - Stage 2 - - - - - HCM Control Delay, s HCM LOS Minor Lane/Maior Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) EB WB S 0 0 15.6 C EBT WBT WBRSBLn1 524 0.356 15.6 C 1.6 2024 Build PM Mitigation 1 Royal Fern Development Traffic Analysis 9:27 am 03/25/2020 Synchro 11 Report Page 1 HCM 2010 TWSC 5: Old Lynchburg Road & Country Green Rd 04/09/2020 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y t Traffic Vol, veh/h 23 51 118 306 240 79 Future Vol, veh/h 23 51 118 306 240 79 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 - 155 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -3 - - -3 3 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 17 10 4 0 0 Mvmt Flow 25 55 128 333 261 86 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 893 304 347 0 0 Stage 1 304 - - - - Stage 2 589 - - - - Critical Hdwy 5.8 6.07 4.2 - - Critical Hdwy Stg 1 4.8 - - - Critical Hdwy Stg 2 4.8 - - - - Follow-up Hdwy 3.5 3.453 2.29 - Pot Cap-1 Maneuver 365 720 1169 - - Stage 1 792 - - - Stage 2 616 - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 325 720 1169 - - Mov Cap-2 Maneuver 325 - - - Stage 1 706 - - - - Stage 2 616 - - - - EB NB S HCM Control Delay, s 13.1 2.4 0 HCM LOS B Minor Lane/Maior Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) NBL NBTEBLn1 SBT SBR 1169 - 523 0.11 - 0.154 8.5 - 13.1 A B 0.4 - 0.5 W 2024 Build PM Mitigation 1 Royal Fern Development Traffic Analysis 9:27 am 03/25/2020 Synchro 11 Report Page 2 HCM Signalized Intersection Capacity Analysis 3: 5th Street & Old Lynchburg Road 04/07/2020 Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT Lane Configurations tt r !1i tt r 4 r 4 Traffic Volume (vph) 80 431 1 36 16 750 456 1 0 52 294 1 Future Volume (vph) 80 431 1 36 16 750 456 1 0 52 294 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Grade (%) 2% -2% 1 % 0% Total Lost time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Satd. Flow (prot) 1610 3504 1599 1798 3285 1568 1796 1607 1774 Flt Permitted 0.25 1.00 1.00 0.49 1.00 1.00 0.95 1.00 0.95 Satd. Flow (perm) 426 3504 1599 932 3285 1568 1796 1607 1774 Peak -hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 82 444 1 37 16 773 470 1 0 54 303 1 RTOR Reduction (vph) 0 0 1 0 0 0 338 0 0 52 0 0 Lane Group Flow (vph) 82 444 0 0 53 773 132 0 1 2 0 304 Heavy Vehicles (%) 11 % 2% 0% 2% 0% 11 % 4% 0% 0% 0% 2% 0% Turn Type pm+pt NA Perm pm+pt pm+pt NA Perm Split NA Perm Split NA Protected Phases 5 2 1 1 6 8 8 4 4 Permitted Phases 2 2 6 6 6 8 Actuated Green, G (s) 18.5 15.9 15.9 18.5 15.9 15.9 2.6 2.6 11.5 Effective Green, g (s) 18.5 15.9 15.9 18.5 15.9 15.9 2.6 2.6 11.5 Actuated g/C Ratio 0.33 0.28 0.28 0.33 0.28 0.28 0.05 0.05 0.20 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 193 984 449 344 922 440 82 73 360 v/s Ratio Prot c0.02 0.13 0.01 c0.24 0.00 c0.17 v/s Ratio Perm 0.12 0.00 0.04 0.08 c0.00 v/c Ratio 0.42 0.45 0.00 0.15 0.84 0.30 0.01 0.03 0.84 Uniform Delay, dl 13.9 16.8 14.6 13.2 19.1 16.0 25.8 25.8 21.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.5 0.3 0.0 0.2 6.7 0.4 0.1 0.2 16A Delay (s) 15.4 17.1 14.6 13.4 25.9 16.4 25.8 26.0 38.1 Level of Service B B B B C B C C D Approach Delay (s) 16.8 21.9 26.0 33.8 Approach LOS B C C C Intersection Summary HCM 2000 Control Delay 22.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 56.6 Sum of lost time (s) 24.0 Intersection Capacity Utilization 63.2% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group 2024 Build PM Mitigation 1 Royal Fern Development Traffic Analysis 9:27 am 03/25/2020 Synchro 11 Report Page 1 HCM Signalized Intersection Capacity Analysis 3: 5th Street & Old Lynchburg Road 04/07/2020 4/ Movement SBR Lan4onfigurations r Traffic Volume (vph) 81 Future Volume (vph) 81 Ideal Flow (vphpl) 1900 Grade (%) Total Lost time (s) 6.0 Lane Util. Factor 1.00 Frt 0.85 Flt Protected 1.00 Satd. Flow (prot) 1369 Flt Permitted 1.00 Satd. Flow (perm) 1369 Peak -hour factor, PHF 0.97 Adj. Flow (vph) 84 RTOR Reduction (vph) 67 Lane Group Flow (vph) 17 Heavy Vehicles (%) 18% Turn Type Perm Protected Phases Permitted Phases 4 Actuated Green, G (s) 11.5 Effective Green, g (s) 11.5 Actuated g/C Ratio 0.20 Clearance Time (s) 6.0 Vehicle Extension (s) 3.0 Lane Grp Cap (vph) 278 v/s Ratio Prot v/s Ratio Perm 0.01 v/c Ratio 0.06 Uniform Delay, dl 18.2 Progression Factor 1.00 Incremental Delay, d2 0.1 Delay (s) 18.3 Level of Service B Approach Delay (s) Approach LOS Intersection Summary 2024 Build PM Mitigation 1 Royal Fern Development Traffic Analysis 9:27 am 03/25/2020 Synchro 11 Report Page 2 HCM 2010 TWSC 1: 5th Street & Wahoo Way 04/09/2020 Intersection Int Delay, s/veh 0.4 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations A tt tt r r Traffic Vol, veh/h 0 0 1142 466 87 0 71 Future Vol, veh/h 0 0 1142 466 87 0 71 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 300 - - 425 - 0 Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 3 -3 - 5 - Peak Hour Factor 92 96 96 96 96 96 96 Heavy Vehicles, % 2 0 2 5 23 0 0 Mvmt Flow 0 0 1190 485 91 0 74 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 485 - 0 0 - 243 Stage 1 - - - - - - - Stage 2 - - - - Critical Hdwy 6.44 - - - - 7.4 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy 2.52 - - 3.3 Pot Cap-1 Maneuver 708 0 - - 0 738 Stage 1 - 0 - 0 - Stage 2 - 0 - - 0 - Platoon blocked, % - Mov Cap-1 Maneuver 640 - - 738 Mov Cap-2 Maneuver - - - Stage 1 - - - - - - Stage 2 - - - - - - EB WB SB HCM Control Delay, s 0 HCM LOS 0 10.4 B Minor Lane/Maior Mvmt EBU EBT WBT WBRSBLn1 Capacity (veh/h) 640 - 738 HCM Lane V/C Ratio - 0.1 HCM Control Delay (s) 0 - - 10.4 HCM Lane LOS A B HCM 95th %tile Q(veh) 0 - - 0.3 W Signalized RCUT AM Royal Fern Development Traffic Analysis 3:57 pm 04/07/2020 Synchro 11 Report Page 1 HCM 2010 TWSC 3: 5th Street & Old Lynchburg Road 04/09/2020 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r A tt r r r Traffic Vol, veh/h 176 1115 5 24 68 258 310 0 0 3 0 0 372 Future Vol, veh/h 176 1115 5 24 68 258 310 0 0 3 0 0 372 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - - None - - None None Storage Length 295 - 120 325 - 380 - - 0 Veh in Median Storage, # - 0 - - 0 - - 0 - 0 - Grade, % - 2 - - -2 - - 1 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 11 2 0 2 0 11 4 0 0 0 2 0 18 Mvmt Flow 191 1212 5 26 74 280 337 0 0 3 0 0 404 Ami Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 617 0 0 1212 1217 0 0 - 606 140 Stage 1 - - - - - - - - - - - Stage 2 - - - - - - - Critical Hdwy 4.32 - - 6.44 4.1 - - - - 7 7.26 Critical Hdwy Stg 1 - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - Follow-up Hdwy 2.31 - 2.52 2.2 - 3.3 3.48 Pot Cap-1 Maneuver 900 - - 242 580 - - 0 0 438 0 0 834 Stage 1 - - - - 0 0 - 0 0 - Stage 2 - - - - - - - 0 0 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver 900 - 423 423 - - - - 438 - - 834 Mov Cap-2 Maneuver - - - - - Stage 1 - - - - - - - - - Stage 2 - - - - - - - - - - EB WB NB HCM Control Delay, s 1.4 2.2 HCM LOS 13.3 13.3 B B Minor Lane/Maior Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 438 900 423 - - 834 HCM Lane V/C Ratio 0.007 0.213 0.236 - - 0.485 HCM Control Delay (s) 13.3 10.1 - 16.1 - - 13.3 HCM Lane LOS B B C - - B HCM 95th %tile Q(veh) 0 0.8 - 0.9 - - 2.7 W Signalized RCUT AM Royal Fern Development Traffic Analysis 3:57 pm 04/07/2020 Synchro 11 Report Page 2 HCM 2010 TWSC 5: Old Lynchburg Road & Country Green Rd 04/09/2020 Intersection Int Delay, s/veh 3.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y t Traffic Vol, veh/h 74 57 53 241 188 18 Future Vol, veh/h 74 57 53 241 188 18 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 - 155 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -3 - - -3 3 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 17 10 4 0 0 Mvmt Flow 80 62 58 262 204 20 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 592 214 224 0 0 Stage 1 214 - - - - Stage 2 378 - - - Critical Hdwy 5.8 6.07 4.2 - - Critical Hdwy Stg 1 4.8 - - Critical Hdwy Stg 2 4.8 - - - - Follow-up Hdwy 3.5 3.453 2.29 Pot Cap-1 Maneuver 521 804 1299 - - Stage 1 856 - - Stage 2 743 - - - - Platoon blocked, % Mov Cap-1 Maneuver 498 804 1299 - - Mov Cap-2 Maneuver 498 - - Stage 1 817 - - - - Stage 2 743 - - - - EB NB S HCM Control Delay, s 12.9 1.4 0 HCM LOS B Minor Lane/Maior Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) NBL NBTEBLn1 SBT SBR 1299 - 597 0.044 - 0.239 7.9 - 12.9 A B 0.1 - 0.9 W Signalized RCUT AM Royal Fern Development Traffic Analysis 3:57 pm 04/07/2020 Synchro 11 Report Page 3 HCM Signalized Intersection Capacity Analysis 99: 5th Street 04/07/2020 --I- q 4--- Movement EBT EBR WBU WBL WBT NBL NBR Lane Configurations tt A tt Traffic Volume (vph) 950 0 346 0 284 0 0 Future Volume (vph) 950 0 346 0 284 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% -2% 0% Total Lost time (s) 6.0 6.0 4.0 AN Lane Util. Factor 0.95 1.00 0.95 Frt 1.00 1.00 1.00 _ Fit Protected 1.00 0.95 1.00 Satd. Flow (prot) 3539 1787 3575 _ Fit Permitted 1.00 0.95 1.00 Satd. Flow (perm) 3539 1787 3575 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 1033 0 376 0 309 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 Lane Group Flow (vph) 1033 0 376 0 309 0 0 Turn Type NA Prot NA Protected Phases 1 2 Free Permitted Phases Actuated Green, G (s) 45.2 21.4 78.6 Effective Green, g (s) 45.2 21.4 78.6 Actuated g/C Ratio 0.58 0.27 1.00 - Clearance Time (s) 6.0 6.0 Vehicle Extension (s) 3.0 3.0 - Lane Grp Cap (vph) 2035 486 3575 v/s Ratio Prot c0.29 c0.21 0.09 v/s Ratio Perm v/c Ratio 0.51 0.77 0.09 Uniform Delay, dl 10.0 26.4 0.0 Progression Factor 1.00 1.00 1.00 _ Incremental Delay, d2 0.9 7.5 0.0 Delay (s) 10.9 33.9 0.0 _ Level of Service B C A Approach Delay (s) 10.9 18.6 0.0 Approach LOS B B A Intersection Summa HCM 2000 Control Delay 14.0 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 78.6 Sum of lost time (s) 12.0 Intersection Capacity Utilization 53.8% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Signalized RCUT AM Royal Fern Development Traffic Analysis 3:57 pm 04/07/2020 Synchro 11 Report Page 1 HCM 2010 TWSC 1: 5th Street & Wahoo Way 04/09/2020 Intersection Int Delay, s/veh 1.4 Movement EBU EBL EBT WBT WBR SBL SBR Lane Configurations A tt tt r r Traffic Vol, veh/h 1 0 813 874 132 0 179 Future Vol, veh/h 1 0 813 874 132 0 179 Conflicting Peds, #/hr 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Stop Stop RT Channelized - - None - None - None Storage Length - 300 - - 425 - 0 Veh in Median Storage, # - - 0 0 - 0 - Grade, % - - 3 -3 - 5 - Peak Hour Factor 92 96 96 96 96 96 96 Heavy Vehicles, % 2 0 1 1 2 0 0 Mvmt Flow 1 0 847 910 138 0 186 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 910 - 0 0 - 455 Stage 1 - - - - - - - Stage 2 - - - Critical Hdwy 6.44 - - - - 7.4 Critical Hdwy Stg 1 - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy 2.52 - 3.3 Pot Cap-1 Maneuver 379 0 - - 0 524 Stage 1 - 0 - 0 - Stage 2 - 0 - - 0 - Platoon blocked, % - Mov Cap-1 Maneuver 250 - - 524 Mov Cap-2 Maneuver - - - Stage 1 - - - - - - Stage 2 - - - - - - EB WB SB HCM Control Delay, s 0 HCM LOS 0 15.6 C Minor Lane/Maior Mvmt EBU EBT WBT WBRSBLn1 Capacity (veh/h) 250 524 HCM Lane V/C Ratio 0.004 0.356 HCM Control Delay (s) 19.5 - - 15.6 HCM Lane LOS C C HCM 95th %tile Q(veh) 0 - - 1.6 W Signalized RCUT PM Royal Fern Development Traffic Analysis 4:03 pm 04/07/2020 Synchro 11 Report Page 1 HCM 2010 TWSC 3: 5th Street & Old Lynchburg Road 04/09/2020 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBU WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r A tt r r r Traffic Vol, veh/h 80 725 2 36 16 751 456 0 0 53 0 0 376 Future Vol, veh/h 80 725 2 36 16 751 456 0 0 53 0 0 376 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - - None - - None None Storage Length 295 - 120 - 325 - 380 - - 0 Veh in Median Storage, # - 0 - 0 - - 0 - 0 - Grade, % - 2 - -2 - - 1 0 - Peak Hour Factor 97 97 97 92 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 1 0 2 0 1 0 0 0 0 1 0 0 Mvmt Flow 82 747 2 39 16 774 470 0 0 55 0 0 388 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 1244 0 0 747 749 0 0 - 374 387 Stage 1 - - - - - - - - - - - Stage 2 - - - - - - - - Critical Hdwy 4.1 - - 6.44 4.1 - - - - 7 - 6.9 Critical Hdwy Stg 1 - - - - - - - - Critical Hdwy Stg 2 - - - - - - - - - - - Follow-up Hdwy 2.2 - 2.52 2.2 - - 3.3 3.3 Pot Cap-1 Maneuver 567 - - 482 869 - - 0 0 623 0 0 617 Stage 1 - - - - - 0 0 - 0 0 - Stage 2 - - - - - - - 0 0 - 0 0 - Platoon blocked, % - Mov Cap-1 Maneuver 567 - 516 516 - - - 623 - - 617 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - - - - - Stage 2 - - - - - - - - - - EB WB NB HCM Control Delay, s 1.2 0.5 HCM LOS 11.3 20.2 B C Minor Lane/Maior Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 623 567 516 - - 617 HCM Lane V/C Ratio 0.088 0.145 0.108 - - 0.628 HCM Control Delay (s) 11.3 12.4 - 12.8 - - 20.2 HCM Lane LOS B B - B - - C HCM 95th %tile Q(veh) 0.3 0.5 - 0.4 - - 4.4 W Signalized RCUT PM Royal Fern Development Traffic Analysis 4:03 pm 04/07/2020 Synchro 11 Report Page 2 HCM 2010 TWSC 5: Old Lynchburg Road & Country Green Rd 04/09/2020 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Y t Traffic Vol, veh/h 23 51 118 306 240 79 Future Vol, veh/h 23 51 118 306 240 79 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 - 155 - - Veh in Median Storage, # 0 - - 0 0 - Grade, % -3 - - -3 3 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 3 1 0 0 0 Mvmt Flow 25 55 128 333 261 86 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 893 304 347 0 0 Stage 1 304 - - - - Stage 2 589 - - - - Critical Hdwy 5.8 5.93 4.11 - - Critical Hdwy Stg 1 4.8 - - - Critical Hdwy Stg 2 4.8 - - - - Follow-up Hdwy 3.5 3.327 2.209 - Pot Cap-1 Maneuver 365 752 1218 - - Stage 1 792 - - - Stage 2 616 - - - - Platoon blocked, % - - Mov Cap-1 Maneuver 327 752 1218 - - Mov Cap-2 Maneuver 327 - - - Stage 1 709 - - - - Stage 2 616 - - - - EB NB S HCM Control Delay, s 12.9 2.3 0 HCM LOS B Minor Lane/Maior Mvmt Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) NBL NBTEBLn1 SBT SBR 1218 - 536 0.105 - 0.15 8.3 - 12.9 A B 0.4 - 0.5 W Signalized RCUT PM Royal Fern Development Traffic Analysis 4:03 pm 04/07/2020 Synchro 11 Report Page 3 HCM Signalized Intersection Capacity Analysis 99: 5th Street 04/07/2020 --I- q 4--- Movement EBT EBR WBU WBL WBT NBL NBR Lane Configurations tt A tt Traffic Volume (vph) 512 0 295 0 832 0 0 Future Volume (vph) 512 0 295 0 832 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Grade (%) 0% -2% 0% Total Lost time (s) 6.0 6.0 4.0 AN Lane Util. Factor 0.95 1.00 0.95 Frt 1.00 1.00 1.00 _ Fit Protected 1.00 0.95 1.00 Satd. Flow (prot) 3539 1787 3575 _ Fit Permitted 1.00 0.95 1.00 Satd. Flow (perm) 3539 1787 3575 Peak -hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 557 0 321 0 904 0 0 RTOR Reduction (vph) 0 0 0 0 0 0 0 Lane Group Flow (vph) 557 0 321 0 904 0 0 Turn Type NA Prot NA Protected Phases 1 2 Free Permitted Phases Actuated Green, G (s) 38.1 17.0 67.1 Effective Green, g (s) 38.1 17.0 67.1 Actuated g/C Ratio 0.57 0.25 1.00 - Clearance Time (s) 6.0 6.0 Vehicle Extension (s) 3.0 3.0 Lane Grp Cap (vph) 2009 452 3575 v/s Ratio Prot 0.16 c0.18 0.25 v/s Ratio Perm v/c Ratio 0.28 0.71 0.25 Uniform Delay, dl 7.4 22.8 0.0 Progression Factor 1.00 1.00 1.00 _ Incremental Delay, d2 0.3 5.2 0.2 Delay (s) 7.8 28.0 0.2 _ Level of Service A C A Approach Delay (s) 7.8 7.5 0.0 Approach LOS A A A Intersection Summa HCM 2000 Control Delay 7.6 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.42 Actuated Cycle Length (s) 67.1 Sum of lost time (s) 12.0 Intersection Capacity Utilization 40.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group Signalized RCUT PM Royal Fern Development Traffic Analysis 4:03 pm 04/07/2020 Synchro 11 Report Page 1 EPRPc EPR, P,C. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST UNIT 101, CHARLOTTESVILLE, VA 22902 Appendix C SimTraffic Queue Reports Queuing and Blocking Report 04/09/2020 Intersection: 1: 5th Street & Wahoo Way Movement SB � A Directions Served R Maximum Queue (ft) 53 Average Queue (ft) 26 95th Queue (ft) 45 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 5th Street & Old Lynchburg Road Movement EB EB EB EB WB WB NB SB SB - Directions Served L T T R UL R R LT R Maximum Queue (ft) 133 2 0 0 54 35 31 255 428 Average Queue (ft) 45 0 0 0 19 2 3 249 399 95th Queue (ft) 95 2 0 0 41 15 17 288 527 _ Link Distance (ft) 913 913 413 Upstream Blk Time (%) 79 Queuing Penalty (veh) 195 Storage Bay Dist (ft) 295 120 325 380 350 255 _ Storage Blk Time (%) 89 75 Queuing Penalty (veh) 23 258 Intersection: 5: Old Lynchburg Road & Country Green Rd Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 386 36 290 Average Queue (ft) 330 3 253 95th Queue (ft) 497 20 391 Link Distance (ft) 375 275 Upstream Blk Time (%) 82 79 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 155 _ Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 476 2024 Build AM Royal Fern Development Traffic Analysis SimTraffic Report EPR Page 1 Queuing and Blocking Report 04/09/2020 Intersection: 1: 5th Street & Wahoo Way Movement SB � A Directions Served R Maximum Queue (ft) 111 Average Queue (ft) 47 95th Queue (ft) 81 Link Distance (ft) 211 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 5th Street & Old Lynchburg Road Movement EB EB WB WB WB NB NB SB SB Directions Served L T UL T R LT R LT R Maximum Queue (ft) 124 3 40 2 30 19 53 255 430 Average Queue (ft) 37 0 8 0 1 1 28 250 401 95th Queue (ft) 92 2 25 1 10 9 50 279 524 Link Distance (ft) 913 751 536 413 Upstream Blk Time (%) 78 Queuing Penalty (veh) 228 Storage Bay Dist (ft) 295 325 380 350 255 Storage Blk Time (%) 93 75 Queuing Penalty (veh) 75 220 Intersection: 5: Old Lynchburg Road & Country Green Rd Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 390 62 290 Average Queue (ft) 317 9 261 95th Queue (ft) 503 37 390 Link Distance (ft) 375 275 Upstream Blk Time (%) 68 87 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 155 Storage Blk Time (%) Queuing Penalty (veh) Zone Summary Zone wide Queuing Penalty: 523 2024 Build PM Royal Fern Development Traffic Analysis SimTraffic Report Page 1 Queuing and Blocking Report 04/09/2020 Intersection: 1: 5th Street & Wahoo Way Movement SB Directions Served R Maximum Queue (ft) 55 Average Queue (ft) 27 95th Queue (ft) 44 Link Distance (ft) 253 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 5th Street & Old Lvnchbura Road Movement EB EB EB EB WB WB WB WB NB SB SB ' Directions Served L T T R UL T T R R LT R Maximum Queue (ft) 132 184 180 19 80 127 104 118 31 226 52 Average Queue (ft) 59 96 69 1 29 49 21 38 3 123 10 95th Queue (ft) 108 155 133 12 58 99 67 82 18 201 33 Link Distance (ft) 913 913 750 750 408 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 295 120 325 380 350 255 Storage Blk Time (%) 1 0 0 Queuing Penalty (veh) 0 0 0 Intersection: 5: Old Lynchburg Road & Country Green Rd Movement EB NB Directions Served LR L Maximum Queue (ft) 102 48 Average Queue (ft) 46 10 95th Queue (ft) 78 37 Link Distance (ft) 373 Upstream Blk Time (%) i Queuing Penalty (veh) Storage Bay Dist (ft) 155 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 2024 Build AM Mitigation 1 Royal Fern Development Traffic Analysis SimTraffic Report EPR Page 1 Queuing and Blocking Report 04/09/2020 Intersection: 1: 5th Street & Wahoo Way Movement SB Directions Served R Maximum Queue (ft) 113 Average Queue (ft) 48 95th Queue (ft) 85 Link Distance (ft) 253 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 5th Street & Old Lynchburg Road Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served L T T R UL T T R LT R LT R Maximum Queue (ft) 99 122 73 2 54 221 184 120 20 60 224 116 Average Queue (ft) 32 50 24 0 17 106 72 51 1 27 103 29 95th Queue (ft) 71 95 58 1 40 183 151 96 8 52 179 75 Link Distance (ft) 913 913 750 750 536 408 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 295 120 325 380 350 255 Storage Blk Time (%) 0 0 0 Queuing Penalty (veh) 0 0 0 Intersection: 5: Old Lynchburg Road & Country Green Rd Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) 78 90 17 Average Queue (ft) 34 26 1 95th Queue (ft) 63 63 7 Link Distance (ft) 373 280 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 155 Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 0 2024 Build PM Mitigation 1 Royal Fern Development Traffic Analysis SimTraffic Report Page 1 Queuing and Blocking Report 04/09/2020 Intersection: 1: 5th Street & Wahoo Way Movement SB Directions Served R Maximum Queue (ft) 59 Average Queue (ft) 27 95th Queue (ft) 46 Link Distance (ft) 270 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 5th Street & Old Lvnchbura Road Movement EB EB WB WB WB NB SB Directions Served L T UL T R R R Maximum Queue (ft) 153 1 86 3 44 27 187 Average Queue (ft) 54 0 31 0 5 3 78 95th Queue (ft) 115 1 64 3 22 18 135 Link Distance (ft) 902 758 538 408 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 295 325 380 Storage Blk Time (%) 0 Queuing Penalty (veh) 0 Intersection: 5: Old Lynchburg Road & Country Green Rd Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 98 60 2 45 12 0 77 41 2 391 280 155 i IM M Signalized RCUT AM Royal Fern Development Traffic Analysis SimTraffic Report Page 1 Queuing and Blocking Report 04/09/2020 Intersection: 99: 5th Street Movement EB EB WB Directions Served T T U Maximum Queue (ft) 282 240 263 Average Queue (ft) 148 92 159 95th Queue (ft) 243 194 240 Link Distance (ft) 785 785 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 800 M Storage Blk Time (%) Queuing Penalty (veh) 11110 Network Summ Network wide Queuing Penalty: 0 Signalized RCUT AM Royal Fern Development Traffic Analysis 0 SimTraffic Report Page 2 Queuing and Blocking Report 04/09/2020 Intersection: 1: 5th Street & Wahoo Way Movement EB SB Directions Served U R Maximum Queue (ft) 5 111 Average Queue (ft) 0 46 95th Queue (ft) 4 82 Link Distance (ft) 257 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 300 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 3: 5th Street & Old Lvnchbura Road Movement EB WB WB NB SB Directions Served L UL R R R Maximum Queue (ft) 125 55 37 65 177 Average Queue (ft) 38 17 4 27 72 95th Queue (ft) 90 40 20 51 133 Link Distance (ft) 538 416 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 295 325 380 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 5: Old Lynchburg Road & Country Green Rd Movement EB NB SB Directions Served LR L TR Maximum Queue (ft) Average Queue (ft) 95th Queue (ft) Link Distance (ft) Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) 76 66 19 31 24 1 56 52 7 338 276 155 Signalized RCUT PM Royal Fern Development Traffic Analysis SimTraffic Report Page 1 Queuing and Blocking Report 04/09/2020 Intersection: 99: 5th Street Movement EB EB WB Directions Served T T U Maximum Queue (ft) 165 108 218 Average Queue (ft) 78 27 122 95th Queue (ft) 134 73 194 Link Distance (ft) 781 781 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 600 M Storage Blk Time (%) Queuing Penalty (veh) 11110 Network Summ Network wide Queuing Penalty: 0 Signalized RCUT PM Royal Fern Development Traffic Analysis 0 SimTraffic Report Page 2 EPRPc EPR, P,C. "ENGINEERING & PLANNING RESOURCES" 902 E JEFFERSON ST UNIT 101, CHARLOTTESVILLE, VA 22902 Appendix D Roundabout Mitigation Traffic Performance Report DELAY (CONTROL) Average control delay per vehicle, or average pedestrian delay (seconds) Site: 1 [New Site - 1] New Site Site Category: (None) Roundabout All Movement Classes Approaches Intersection South East North West Delay (Control) 12.3 24.7 1.7 12.4 8.9 LOS B C A B A J1.5 L 0.9 5th Street 12.8 fY O 7.0 W 1 e 8.$ p 0 5th St 11.2 17.1 4.8 11 P 23.4 23.8 29.6 Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two -Way Sign Control (HCM LOS rule). Roundabout Level of Service Method: Same as Signalised Intersections SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 8.0 1 Copyright © 2000-2019 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: EPR, P.C. I Processed: Friday, April 3, 2020 10:09:25 AM Project: Z:\PROJECTSWrchive Jobs\19-012 5th Street Extend ed\sidraFiles\2024 build AM.sip8 QUEUE DISTANCE (%ILE 95% Back of Queue Distance per lane (metres) Site: 1 [New Site - 1] New Site Site Category: (None) Roundabout Approaches Intersection South East North West Vehicle Queue (%ile) 86 1 12 17 86 1" J e 30 �0 v 31 30 0 ©1 Colour code based on Queue Storage Ratio 0 0 0 0 0 [<0.6] [0.6-0.7] [0.7-0.8] [0.8-0.9] [0.9-1.0] [>1.0] SIDRA INTERSECTION 8.0 1 Copyright © 2000-2019 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: EPR, P.C. I Processed: Friday, April 3, 2020 10:09:25 AM Project: Z:\PROJECTS\Archive Jobs\19-012 5th Street Extend ed\sidraFiles\2024 build AM.sip8 DELAY (CONTROL) Average control delay per vehicle, or average pedestrian delay (seconds) Site: 1 [New Site - 11 Build 2024 PM Site Category: (None) Roundabout All Movement Classes Approaches Intersection South East North West Delay (Control) 7.5 10.1 0.9 18.5 5.8 LOS A B A B A �J b 12 5.6 P.6 5th Street as � 199.9 =000i�14.1 J �1 z' ' e 13.6� Q 5th St 6.6 12.4 4.6 17 F Colour code based on Level of Service LOS A LOS B LOS C LOS D LOS E LOS F Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Site tab). NA (TWSC): Level of Service is not defined for major road approaches or the intersection as a whole for Two -Way Sign Control (HCM LOS rule). Roundabout Level of Service Method: Same as Signalised Intersections SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. SIDRA INTERSECTION 8.0 1 Copyright © 2000-2019 Akcelik and Associates Pty Ltd I sidrasolutions.com QUEUE DISTANCE (%ILE 95% Back of Queue Distance per lane (metres) Site: 1 [New Site - 1] Build 2024 PM Site Category: (None) Roundabout Approaches Intersection South East North West Vehicle Queue (%ile) 24 4 32 37 37 r e �• 3C OLR Colour code based on Queue Storage Ratio 0 0 ® 0 0 [<0.6] [0.6-0.7] [0.7-0.8] [0.8-0.9] [0.9-1.0] [>1.0] SIDRA INTERSECTION 8.0 1 Copyright © 2000-2019 Akcelik and Associates Pty Ltd I sidrasolutions.com Organisation: EPR, P.C. I Processed: Friday, March 27, 2020 2:13:00 PM Project: Z:\PROJECTS\Archive Jobs\19-012 5th Street Extend ed\sidraFiles\2024 build pm.sip8