Loading...
HomeMy WebLinkAboutZMA201800003 Study ZMA Traffic Study 2018-02-19TIMMONS GROUP YOUR VISION ACHILVID iHKCUGH OOHS To: Kevin McDermott (Albemarle County) From: Steve Schmidt, PE, PTOE RE: Southwood Traffic Analysis Date: February 19, 2019 Copy: Craig Kotarski, PE, LEED AP (Timmons Group) 1001 Boulders Parkway P 804.200,6500 Suite 300 F 804.560.1016 Richmond, VA 23225 www.timmons.com Timmons Group has performed a traffic analysis in support of the rezoning application for the development of Southwood. The analysis was completed to determine the impact of the traffic generated by the proposed development on the surrounding roadway network. The site is located east of Route 631 (Old Lynchburg Road) and bifurcated by Hickory Street in Albemarle County, Virginia. See Figure 1 for the site location (all Figures are located at the end of the report). The scope of this analysis was developed at a scoping meeting held with Albemarle County and Virginia Department of Transportation (VDOT) representatives. A copy of the scoping agreement is included in Appendix A. Background Information The site is currently occupied by 341 existing mobile home units. The proposed development will occur in the following two phases: - Phase 1: o The existing 341 mobile home units will remain 0 350 new dwelling units consisting of: • 230 apartments ■ 80 townhomes ■ 40 single family units 0 80,000 S.F. of commercial space ■ Assumed as 40,000 S.F. of office space and 40,000 S.F. of retail space - Phase 2: o The existing 341 mobile home units would be replaced by 500 new dwelling units for a net increase of 159 dwelling units consisting of: ■ 103 apartments ■ 40 townhomes ■ 16 single family units Primary access to the site will be provided by the existing Route 631/Hickory Street intersection, with no new connections to Route 631. Secondary access would be provided by Hickory Street to Stagecoach Road to Route 631. For purposes of this analysis the completion of Phase 1 was assumed in 2024 and Phase 2 in 2030. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIs I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood — Traffic Analysis February 19, 2019 Page 2 of 14 In accordance with the scoping meeting, this analysis includes the following intersections: 1. Route 631 (Old Lynchburg Road)/Hickory Street (unsignalized); 2. Route 631 (5t" Street Extended)/Old Lynchburg Road (unsignalized); and 3. Route 631 (5t" Street Extended)/Stagecoach Road (unsignalized). The analysis looks at the study intersections under 2018 existing conditions, 2024/2030 Background Traffic conditions and 2024/2030 Total Traffic conditions. The 2024/2030 Background Traffic conditions consist of the following: 1. Existing traffic volumes (2018); 2. 1% annual growth in traffic, compounded annually; and 3. Traffic from other approved developments. The 2024/2030 Total Traffic conditions includes the 2024/2030 Background Traffic volumes and the traffic that will be generated by the proposed Southwood development. Existing Roadway Network Old Lynchburg Road/5t" Street Extended (Route 631) is a 4-lane divided major collector, closest to Hickory Street and becomes a minor arterial roadway east of Country Green Road. Old Lynchburg Road has a posted 45 MPH speed limit. For the purpose of this study, Old Lynchburg Road was assumed to run east - west. A westbound left turn lane is provided at the intersection of Old Lynchburg Road/Hickory Street and extra pavement provides an eastbound de -facto right turn lane. Hickory Street is a 2-lane undivided local roadway with a posted 25 MPH speed limit. The road connects Old Lynchburg Road from the southeast to 5t" Street Extended in the northeast. The existing roadway geometry is shown on Figure 2. Existine Traffic Volumes Existing AM and PM peak hour traffic volumes were collected Wednesday, February 7, 2018. The raw traffic data is included in Appendix B and the peak hours are shown on Figure 3. The counts indicate the AM peak hour occurs from 7:30-8:30 AM, and the PM peak hour occurs from 5:00- 6:00 PM. Existing Traffic Capacity Analysis Capacity analyses were performed to assess traffic conditions for each of the analysis scenarios. The analysis includes delay, level of service, and 95t" percentile queuing. The intersections were analyzed using SYNCHRO Version 9.1 based on HCM 2010 methodologies with the following assumptions: • The peak hour factor (PHF) for the overall intersection was obtained from the turning movement counts (see Appendix B); • Heavy vehicle percentages for each movement based on the collected traffic data; and • All other software defaults remain unchanged. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood -Traffic Analysis February 19, 2019 Page 3 of 14 The existing capacity analysis was performed based on the existing lane use shown on Figure 2 and the existing peak hour counts shown on Figure 3. The results of the analysis are summarized in Table 1 and the analysis worksheets are contained in Appendix C. Table 1: Intersection Level of Service, Delay, and Queue Summary for 2018 Existing Traffic Conditions Intersection and Type of Control Movement and Approach Turn Lane Storage (ft) AM PEAK HOUR PM PEAK HOUR Delay95th (sec/veh ) LOS HCM 2010 Percentile Queue Length ft Delay95th (sec/veh) LOS HCM 2010 Percentile Queue Length ft 1. Old Lynchburg Road (E-W) at Hickory Street (N) Unsignalized EBThru EB Right t t t t t t t t EBApproach t t t t WB Left 300 8.3 A 3 -- 7.6 A 5 WBThru t t t t WBApproach NB Left -Right 2.6 10.9 A B 15 -- 2.0 9.5 A A 8 NBApproach 10.9 B 9.5 A -- 2. Old Lynchburg Road E/ 5th Street Extended (W) at Old Lynchburg Road (S)/ County Complex (N) Unsignalized EB Left 300 7.8 A 3 8.3 A 3 EBThru EB Right EBApproach t t t t -- 115 t 0.6 9.2 t A A -- 8 t 0.7 t A -- -- WB Left 300 7.8 A 0 WBThru WB Right 325 t t t t -- t t t t - -- WBApproach NB Thru-Left NB Right 1.7 A 0.0 A 10.4 B -- 0.2 15.0 A -- 0 C 0 250 0 9.3 A 5 NBApproach SB Left 250 10.4 B -- 47.3 E 133 10.3 B 3 9.4 28.8 A D ........... 73 SBThru-Right 10.2 B 5 EBApproach 45.0 E -- 24.2 C 3. 5th Street Extended (E/W) at Stagecoach Road (N)/ Apartment Complex (S) Unsignalized EB Left 250 0.0 A t t t t 0.0 A 0 -- -- 0.0 A 0 EBThru EB Right 250 t t t t EBApproach -- 0.0 A -- WB Left 315 11.3 B t t 30 9.0 A 15 WBThru -- t t WB Right WBApproach 225 t 4.2 t A -- -- t 1.6 t A - NB Thru-Left 0.0 A 0 45.1 E 3 NB Right NBApproach 125 14.6 14.6 59.8 B B 45 -- 11.3 11.9 B B 25 -- SB L-T-R F 8 79.9 F 28 EBApproach 59.8 F -- 79.9 F -- t SYNCHRO does not provide level of service or delay for unsignalized movements with no conflicting volumes. HCM 2010 reports queues in number of vehicles. Queues shown are in feet, assuming 25' average vehicle length. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood —Traffic Analysis February 19, 2019 Page 4 of 14 As shown in Table 1, each of the movements at the Old Lynchburg Road/Hickory Street intersection operates at Level of Service (LOS) B or better during both peak hours with minimal to no queueing. With the exception of the southbound left, each of the movements at the 5t" Street Extended/Old Lynchburg Road intersection operates at LOS B or better during both peak hours with minimal to no queueing. The southbound left turn operates at LOS E in the AM peak hour and LOS D in the PM peak hour. With the exception of the northbound thrudeft movement and southbound approach, each of the movements at the 5t" Street Extended/Stagecoach Road intersection operates at LOS B or better during both peak hours with minimal to no queueing. The northbound thrudeft movement and southbound approach operate at LOS E or F in one or both peak hours. It is important to note that these are very low volume movements; the queues associated with the LOS E and F are a maximum of 28 feet, or just over one car length. 2024 Background Traffic Volumes Two (2) approved and under construction developments were included in the background traffic volumes for 2024. Whittington is located just south of the proposed Southwood development and is anticipated to complete an additional 48 residential homes to their existing development by 2024. Wintergreen Farms lies north of the proposed Southwood development and is anticipated to complete an additional 64 residential homes to their existing development by 2024. The trip generation for the two developments is included in Appendix D. The combined, anticipated traffic from both Whittington and Wintergreen Farms is shown on Figure 4. In order to account for other development in the area, a 1% annual growth rate has been applied to all through movements on Old Lynchburg Road/5t" Street Extended over a six -year period (2018 to 2024). The resulting 2024 existing + growth traffic volumes are shown on Figure 5. Figure 4 and Figure 5 were then summed to result in the 2024 total background traffic volumes which are shown on Figure 6. 2024 Background Traffic Capacity Analysis The capacity of the study intersections under 2024 background traffic conditions was analyzed using the methodologies discussed above, the existing lane use shown on Figure 2, the total background volumes shown on Figure 6, the existing PHF, and the existing heavy vehicle percentages. The results of the analysis are summarized in Table 2 and the analysis worksheets are contained in Appendix D. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood -Traffic Analysis February 19, 2019 Page 5 of 14 Table 2: Intersection Level of Service, Delay, and Queue Summary for 2024 Background Traffic Conditions Intersection and Type of Control Movement and Approach Turn Lane Storage (ft) AM PEAK HOUR PM PEAK HOUR Delay) (sec/veh LOS HCM 2010 95th Percentile Queue Length (ft) Del (s c/veh) LOS HCM 2010 95th Percentile Queue Length (ft) 1. Old Lynchburg Road (E-W) at Hickory Street (N) Unsignalized EB Thru t t t t EB Right ..................... t t t t EBApproach t t -- t t WB Left WB Thru 300 8.4 t A t 3 -- 7.7 t A t 5 -- WBApproach 2.3 A -- 1.6 A -- NB Left -Right 11.3 B 15 9.7 A 8 NBApproach 11.3 B -- 9.7 A -- 2. Old Lynchburg Road E/ 5th Street Extended (W) at Old Lynchburg Road (S)/ County Complex (N) Unsignalized EB Left EB Thru 300 7.9 t A t 3 -- 8.7 t A t 3 -- EB Right 115 t t -- t t -- EBApproach 0.6 A 8 0.7 A -- WB Left 300 9.6 A 7.9 A 0 WB Thru WB Right 325 t t t t t I t t t WBApproach NB Thru-Left 1.6 0.0 A A 0 0.2 17.3 A C 0 NB Right 250 10.8 B 0 9.5 A 5 NBApproach SB Left 250 10.8 89.1 B F 203 3 -- 9.6 48.3 A E L, 118 SBThru Right SBApproach 10.5 63.8 B F 10.7 36..7 B E I` 8 3. 5th Street Extended (E/W) at Stagecoach Road (N)/ Apartment Complex (S) Unsignalized EB Left 250 0.0 A 0 0.0 A 0 EB Thru t t t t EB Right 250 t t t t EBApproach WB Left 315 0.0 12.3 A B 35 0.0 9.3 A A 15 WB Thru t t -- t t -- WB Right 225 t t -- t t -- WBApproach 4.2 A -- 1.5 A NB Thru-Left NB Right 125 0.0 16.0 A C 0 50 58.0 11.8 F B 3 25 NBApproach 16.0 C 12.6 B -- SB L-T-R 78.8 F 10 121.4 F 38 SBApproach 78.8 F 121.4 F t SYNCHRO does not provide level of service or delay for unsignalized movements with no conflicting volumes. HCM 2010 reports queues in number of vehicles. Queues shown are in feet, assuming 25' average vehicle length. As shown in Table 2, each of the movements at the study intersections would continue to operate at similar LOS and queueing to the existing conditions. The 951" percentile queue for the southbound left at the 5t" Street Extended/Old Lynchburg Road intersection will approach the extents of the storage length. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood —Traffic Analysis February 19, 2019 Page 6 of 14 Phase 1 (2024) - Proposed Development Trip Generation and Distribution As noted above, the proposed Phase 1 development would contain 350 new dwelling units consisting of 230 apartments, 80 townhomes, and 40 single family units. Additionally, Phase 1 would contain 80,000 S.F. of commercial space which was assumed as 40,000 S.F. of office space and 40,000 S.F. of retail space. The trips that will be generated by the proposed Southwood development were estimated using the rates/equations in ITE's Trip Generation Manual, 10th edition and are shown on Table 3. Table 3: Phase 1 Site Trip Generation WEEKDAY ITE AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL IN OUT TOTAL Phase 1 Residential Apartments 2200) 310 D.U. 2,303 32 108 140 102 60 162 Single Family 210 40 D.U. 448 8 25 33 26 16 42 Residential Subtotal 350 D.U. 2,751 40 133 173 128 76 204 Commercial Retail 820 40,000 S.F. 1,510 24 14 38 73 79 152 Office 710 40,000 S.F. 436 55 9 64 8 40 48 Commercial Subtotal 80,000 S. F. 1,946 79 23 102 81 119 200 Phase 1 Total 4,697 119 156 275 209 195 404 Phase 2 Residential (2) Apartments 2200) 103 D.U. 738 11 38 49 38 23 61 Townhomes 2200) 40 D.U. 262 5 15 20 16 10 26 Single Family 210 16 D.U. 193 4 12 16 11 6 17 Residential Subtotal 159 D. U. 1,193 20 65 85 65 39 104 Phase 2 Total 1,193 20 65 85 65 39 104 Southwood Total (Phase 1 + Phase 2) 5,890 139 221 360 274 234 508 Source: ITE Trip Generation, 10th Edition. 1. ITE includes townhomes and apartments in the same category with the 10th edition. 2. Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a net increase of 159 units. As shown in Table 3, Phase 1 will generate 275 AM peak hour trips (119 in and 156 out), 404 PM peak hour trips (209 in and 195 out), and 4,697 average daily trips. The trips generated by the proposed development were distributed to the roadway network based on the existing travel patterns, the nature of the use, and the previously completed traffic studies. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood —Traffic Analysis February 19, 2019 Page 7 of 14 The following residential directional distributions were assumed: - To/From the West on Route 631 (Old Lynchburg Road/5t" Street Extended) — 90% - To/From the North on Old Lynchburg Road —10% The following commercial/retail directional distributions were assumed: - To/From the East on Route 631 (Old Lynchburg Road/51" Street Extended) — 90% - To/From the North on Old Lynchburg Road — 5% - To/From the West on Old Lynchburg Road — 5% The directional distributions were then applied to the study intersection as shown on Figure 7 for the residential portion and Figure 8 for the commercial portion. The site trip distribution percentages shown on Figures 7 and 8 were applied to the trip generation shown in Table 3 to distribute the Phase 1 new trips to the surrounding roadway network. The resulting Phase 1 site generated trips are shown in Figure 9. 2024 Total Future Traffic The 2024 total background traffic volumes (Figure 6) were combined with the site -generated trips (Figure 9) to yield the 2024 total traffic future volumes which are shown on Figure 10. 2024 Total Future Traffic Capacity Analysis The capacity of the study intersections under 2024 total future traffic conditions was analyzed using the methodologies discussed above, the existing lane use shown on Figure 2, the future volumes shown on Figure 10, the existing PHF, and the existing heavy vehicle percentages. The results of the analysis are summarized in Table 4 and the analysis worksheets are contained in Appendix E. As shown in Table 4, each of the movements at the study intersections would continue to operate at similar LOS and queueing to the background conditions. The 95t" percentile queue for the southbound left at the 51" Street Extended/Old Lynchburg Road intersection will continue to lengthen and will exceed the extents of the storage length. All movements at the main entrance at the Old Lynchburg Road/Hickory Street intersection will operate at LOS A or B in both peak hours. The existing westbound left turn lane on Old Lynchburg Road will adequately accommodate the 95t" percentile queue. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood - Traffic Analysis February 19, 2019 Page 8 of 14 Table 4: Intersection Level of Service, Delay, and Queue Summary for 2024 Total Future Traffic Conditions Intersection and Type of Control Movement and Approach Turn Lane Storage (ft) AM PEAK HOUR PM PEAK HOUR HCM 2010 Delay 95th ea y LOS Percentile (sec/veh) Queue Len th ft Delay y (sec/veh) LOS HCM 2010 95th :Percentile Queue Length ft 1. Old Lynchburg Road (E-W) at Hickory Street (N) Unsignalized EB Thru EB Right EBApproach t t -- t t -- t t -- t t -- t t -- t t . WB Left 300 8.9 A 13 8.2 A ..................... 20 WB Thru t t -- t t -- WBApproach 5.5 A -- 4.0 A -- NB Left -Right 13.6 B 48 12.0 A 40 NBApproach 13.6 B -- 12.0 A -- 2. Old Lynchburg Road E/ 5th Street Extended (W) at Old Lynchburg Road (S)/ County Complex (N) Unsignalized EB Left 300 8.2 A 5 9.3 A 3 EB Thru t t -- t t -- EB Right 115 t t -- t t -- EBApproach 0.6 A -- 0.7 A -- WB Left 300 10.2 B 8 8.4 A 0 WB Thru t t -- t t -- WB Right 325 t t -- t t -- WBApproach 1.4 A -- 0.1 A -- NBThru-Left 0.0 A 0 25.8 D 0 NB Right 250 11.4 B 0 10.1 B 5 NBApproach 11.4 B -- 10.4 B -- SS Left 250 244.5 F 373 181.6 F 240 SBThru-Right 11.0 B 3 11.8 B 10 SBApproach 220.5 F -- 129.5 F -- 3. 5th Street Extended (E/W) at Stagecoach Road (N)/ Apartment Complex (S) Unsignalized EB Left EB Thru 250 0.0 A 0 0.0 A 0 t t -- t t -- EB Right 250 t t -- t t -- EBApproach 0.0 A -- 0.0 A -- WB Left 315 13.7 B 43 10.3 B 23 WB Thru t t -- t t -- WB Right 225 t t -- t t -- WBApproach 4.2 A -- 1.6 A -- NB Thru-Left 0.0 A 0 108.1 F 8 NB Right 125 19.3 C 113 13.3 B 35 NBApproach .......................... 19.3 C -- 148__ B F -- 60 SB L-T-R 143.3 F 15 .............. 333.4 SBApproach 143.3 F -- 333.4 F -- t SYNCHRO does not provide level of service or delay for unsignalized movements with no conflicting volumes. HCM 2010 reports queues in number of vehicles. Queues shown are in feet, assuming 25' average vehicle length. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood — Traffic Analysis February 19, 2019 Page 9 of 14 2030 Background Traffic Volumes To develop 2030 background traffic volumes, as discussed above, in addition to the two (2) other developments under construction, a 1% annual growth rate has been applied to all through movements on Old Lynchburg Road/5t" Street Extended over a twelve-year period (2018 to 2030). The resulting 2030 existing + growth traffic volumes are shown on Figure 11. Figure 4 (other development traffic) and Figure 11 were then summed to result in the 2030 total background traffic volumes which are shown on Figure 12. 2030 Background Traffic Capacity Analysis The capacity of the study intersections under 2030 background traffic conditions was analyzed using the methodologies discussed above, the existing lane use shown on Figure 2, the total background volumes shown on Figure 12, the existing PHF, and the existing heavy vehicle percentages. The results of the analysis are summarized in Table 5 and the analysis worksheets are contained in Appendix F. As shown in Table 5, each of the movements at the study intersections will continue to operate at similar LOS and queuing as in 2024 Background conditions. The 95t" percentile queue for the southbound left at the 5t" Street Extended/Old Lynchburg Road intersection will continue to lengthen and will exceed the extents of the storage length. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood -Traffic Analysis February 19, 2019 Page 10 of 14 Table 5: Intersection Level of Service, Delay, and Queue Summary for 2030 Background Traffic Conditions Intersection and Type of Control Movement and Approach Turn Lane Storage (ft) AM PEAK HOUR PM PEAK HOUR Delay y (sec/veh) LOS HCM 2010 95th Percentile Queue Length ft Delay (sec/veh) LOS HCM 2010 95th Percentile Queue Length ft 1. Old Lynchburg Road (E-W) at Hickory Street (N) Unsignalized EBThru t t t 8.5 t t t A 3 t t t t t t 7.7 A 5 t t EB Right EBApproach WB Left 300 WBThru t t -- WBApproach 2.2 A -- 1.7 A 9.7 A 8 9.7 A -- NB Left -Right 11.5 B 18 NBApproach 11.5 B -- 2. Old Lynchburg Road E/ 5th Street Extended (W) at Old Lynchburg Road (S)/ County Complex (N) Unsignalized EB Left 300 7.9 A 5 -- 8.8 t A t 3 -- EB Thru t t EB Right 115 t t 8 -- t t -- EBApproach 300 325 0.6 9.8 t A 0.7 A -- WB Left WBThru A t 8.0 t A t 0 -- WB Right t t -- t t WBApproach 250 250 1.6 A -- 0.1 A ........... -- NB Thru-Left 0.0 A 0 18.2 C 0 NB Right NBApproach 11.0 11.0 B B 0 -- 9.5 9.7 A A I 5 -- SB Left 129.3 F 255 64.4 F 148 SBThru-Right 10.7 121.7 B 3 10.8 B 8 5BApproach F -- 50.8 F -- 3. 5th Street Extended (E/W) at Stagecoach Road (N)/ Apartment Complex (S) Unsignalized EB Left EBThru 250 0.0 t t A t 0 0.0 t A t 0 -- EB Right 250 t t t EBApproach WB Left WBThru WB Right 315 0.0 12.8 t t 4.2 A B 38 0.0 9.5 A A I, -- 15 225 t t -- t t t t ......................... -- WBApproach A 1.4 A NB Thru-Left NB Right 125 0.0 16.8 16.6 91.1 A C 0 53 64.1 12.0 F B I, 5 28 NBApproach SB L-T-R C F F -- 10 -- 12.9 146.4 146.4 B F F I ` -- 40 -- 5BApproach 91.1 t SYNCHRO does not provide level of service or delay for unsignalized movements with no conflicting volumes. HCM 2010 reports queues in number of vehicles. Queues shown are in feet, assuming 25' average vehicle length. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood —Traffic Analysis February 19, 2019 Page 11 of 14 Phase 2 (2030) - Proposed Development Trip Generation/Distribution As noted above, the proposed Phase 2 development would replace the existing 341 mobile home units with 500 new dwelling units for a net increase of 159 dwelling units. For purposes of the analysis, it was assumed the additional units will consist of 103 apartments, 40 townhomes, and 16 single family units. The trips that will be generated by Phase 2 of the Southwood development were estimated using the rates/equations in ITE's Trip Generation Manual, 101" edition and are shown on Table 6. Table 6: Phase 2 Site Trip Generation WEEKDAY ITE AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL IN OUT TOTAL Phase 1 Residential Apartments 2200) 310 D. U. 2,303 32 108 140 102 60 162 Single Family 210 40 D. U. 448 8 25 33 26 16 42 Residential Subtotal 350 D. U. 2,751 40 133 173 128 76 204 Commercial Retail 820 40,000 S.F. 1,510 24 14 38 73 79 152 Office 710 40,000 S.F. 436 55 9 64 8 40 48 Commercial Subtotal 80,000 S. F. 1,946 79 23 102 81 119 200 Phase 1 Total 4,697 119 156 275 209 195 404 Phase 2 Residential (2) Apartments 220(') 103 D. U. 738 11 38 49 38 23 61 Townhomes 220(') 40 D. U. 262 5 15 20 16 10 26 Single Family 210 16 D. U. 193 4 12 16 11 6 17 Residential Subtotal 159 D. U. 1,193 20 65 85 65 39 104 Phase 2 Total 1,193 20 65 85 65 39 104 Southwood Total (Phase 1 + Phase 2) 5,890 139 221 360 274 234 508 Source: ITE Trip Generation, 10th Edition. 1. ITE includes townhomes and apartments in the same category with the 10th edition. 2. Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a net increase of 159 units. As shown in Table 6, Phase 2 of the proposed development will generate 85 AM peak hour trips (20 in and 65 out), 104 PM peak hour trips (65 in and 39 out), and 1,193 average daily trips. The trips generated by the proposed development were distributed to the roadway network according to the directional distributions discussed above. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood — Traffic Analysis February 19, 2019 Page 12 of 14 The site trip distribution percentages shown on Figures 7 and 8 were applied to the trip generation shown in Table 6 to distribute the new trips to the surrounding roadway network. The resulting Phase 2 site generated trips are shown in Figure 13. 2030 Total Future Traffic The 2030 total background traffic volumes (Figure 12) were combined with the Phase 1 and 2 site - generated trips (Figure 9 and Figure 13) to yield the 2030 total future traffic volumes which are shown on Figure 14. 2030 Total Future Traffic Capacity Analysis The capacity of the study intersections under 2030 total future traffic conditions was analyzed using the methodologies discussed above, the existing lane use shown on Figure 2, the future volumes shown on Figure 13, the existing PHF, and the existing heavy vehicle percentages. The results of the analysis are summarized in Table 7 and the analysis worksheets are contained in Appendix G. As shown in Table 7, each of the movements at the study intersections would continue to operate at similar LOS and queueing to the background conditions. The 95t" percentile queue for the southbound left at the 5t" Street Extended/Old Lynchburg Road intersection will continue to lengthen and will exceed the extents of the storage length. All movements at the main entrance at the Old Lynchburg Road/Hickory Street intersection will operate at LOS A or B in both peak hours. The existing westbound left turn lane on Old Lynchburg Road will adequately accommodate the 95t" percentile queue. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood - Traffic Analysis February 19, 2019 Page 13 of 14 Table 7: Intersection Level of Service, Delay, and Queue Summary for 2030 Total Traffic Conditions Intersection and Type of Control Movement and Approach Turn Lane Storage (ft) AM PEAK HOUR PM PEAK HOUR ea Delay y (sec/veh) HCM 2010 95th LOS Percentile Queue Length ft Delay y (sec/veh) HCM 2010 95th LOS Percentile Queue Length (ft) 1. Old Lynchburg Road (E-W) at Hickory Street (N) Unsignalized EBThru t t -- t t -- EB Right t t -- t t -- EBApproach t t -- t t -- WB Left 300 9.0 A 15 8.3 A 25 WBThru t t t t -- WBApproach 5..7 A -- 4.3 A -- NB Left -Right NBApproach 15.5 15.5 C 70 C € -- 12.9 12.9 B 53 B -- 2. Old Lynchburg Road E/ 5th Street Extended (W) at Old Lynchburg Road (S)/ County Complex (N) Unsignalized EB Left 300 8.3 A 5 9.6 A 5 EBThru EB Right 115 t t -- t t -- t t -- t t j -- EBApproach 0.7 A -- 0.8 A -- WB Left 300 10.7 B 10 8.5 A 0 WBThru t t -- t t -- WB Right 325 t t -- t t -- WBApproach 1.4 A 0.1 A -- NB Thru-Left 0.0 A 0 30.5 D 0 NB Right 250 11.9 B 0 10.3 B 5 NBApproach 11.9 B -- 10.7 B -- SB Left 250 410.7 F 423 325.8 F 368 SBThru-Right 11.4 B 3 12.4 B 13 SBApproach 368.7 F -- 224.9 F -- 3. 5th Street Extended (E/W) at Stagecoach Road (N)/ Apartment Complex (S) Unsignalized EB Left 250 0.0 A 0 0.0 A 0 EBThru t t -- t t ' -- EB Right 250 t t -- t t EBApproach 0.0 A -- ............ 0.0 _ A WB Left 315 15.1 C 50 10.8 B 25 WBThru t t -- t t -- WB Right 225 t t -- t t -- WBApproach NB Thru-Left NB Right NBApproach SB L-T-R 4.5 A -- 1.7 A -- 0.0 A 0 143.6 F 8 125 22.6 C 88 14.1 B 38 .......................................... 22.6 C -- 16.0 B -- 212.7 F 20 588.8 F 73 SBApproach 212.7 F -- 588.8 1 F -- t SYNCHRO does not provide level of service or delay for unsignalized movements with no conflicting volumes. HCM 2010 reports queues in number of vehicles. Queues shown are in feet, assuming 25' average vehicle length. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Southwood —Traffic Analysis February 19, 2019 Page 14 of 14 Conclusions The proposed development of Southwood is anticipated to have minimal to no impact on the study intersections when compared to background traffic conditions. All movements at the main entrance at the Old Lynchburg Road/Hickory Street intersection will operate at LOS A or B in both peak hours. The existing westbound left turn lane on Old Lynchburg Road will adequately accommodate the 95t" percentile queue. CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES OF" geRd V oo` 1 491 El 0 if e 0,\ 01 41' 1z -stag, Q_ _k Souther rPkwy- 0j Ins Dr Ile SITE 91 LEGEND: IF td c Existing R %����1 d�� 0\61- ----- Proposed M 0 rn s F- c rn J x Ln O 0 �205SX245T L215SX160T 170 S X 250 T 200 S X 200 T Old Lynchburg Road T j 200 S X 200 T M 225 S X 175 T*� YF 155 S X 220 T*� 60SX85T o 200SX200T F- L x SITE V' 10 x 0 �' N Ln 0 v 0 U 0 2 cC r CO LEGEND: Existing Road Stop Controlled Intersection - - - - Proposed Access E Stop Sign Location S Storage Length (in feet) J— Lane Configuration T Taper Length (in feet) NOT TO SCALE 600000 .� Southwood Development Figure g Existing Lane Use Geometry TIMMONS GROUP 2 YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia M 0 rn s c J � ^ 0 69 (227) 4�~ 147 (256) F 147 (454) o Ln 11 (9) �► 377 (755) 31 (82) j 68 (16) Old Lynchburg Road T j 228 (167) (92) 255 (1) 5 M (23) 47 may* (262) 589 "I (0) 0 (481) 760 may* y �10 (1)4 oom (16)27 o(DLn W SITE L 0 ^i Cl)V 0 0 v 0 U � 2 Cl) LEGEND: Existing Road Stop Controlled Intersection — — — — Proposed Access Stop Sign Location X AM Peak Hour Volume j— Lane Configuration (X) PM Peak Hour Volume NOT TO SCALE .� Southwood Development 600000 Figure g 2018 Existing Peak Hour Volumes TIMMONS GROUP 3 YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia M 0 rn s c J M 156 (272) 73 (241) 156 (482) o Ln 11 (9) �► 400 (801) 31 (82) 68 (16) Old Lynchburg Road T 228 (167) (98) 271 (1) 5 M (24) 50 may* (278) 625 "I (0) 0 (511) 807 may* y �10 (1)4 ooM (16)27 o(DLn W SITE L 0 ^i Cl)V 0 0 0 v U � 2 Cl) LEGEND: Existing Road Stop Controlled Intersection — — — — Proposed Access Stop Sign Location X AM Peak Hour Volume j— Lane Configuration (X) PM Peak Hour Volume NOT TO SCALE .� Southwood Development 600000 Figure g 2024 Existing + Growth Peak Hour Volumes TIMMONS GROUP 4 YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia M 0 rn s c J Zo '-0(0) 10 (32) 22 (70) o0o LO(0) 4► 22 (70) o (o) Old Lynchburg Road T o (o) o (0) (18) 29 (o) 0 (2) 3 may* (0) 0 M (40) 62 7 (40) 62 may* y 00 (0)0 o00 (0)0 o00 o00 00 000 ,a r W SITE ;, O 0 0 0 v U � 2 Cl) LEGEND: Existing Road Stop Controlled Intersection — — — — Proposed Access Stop Sign Location X AM Peak Hour Volume j— Lane Configuration (X) PM Peak Hour Volume NOT TO SCALE .� Southwood Development 600000 Figure g 2024 Background Approved Development Volumes TIMMONS GROUP 5 YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia M 0 rn s c J v M v � O� O O� I 156 (272) 83 (273) �y F 178 (552) o Ln 11 (9) �► 422 (871) 31 (82) 68 (16) Old Lynchburg Road T j 228 (168) (116) 300 (1) 5 M (26) 53 may* (318) 687 7 (0) 0 (551) 869 may* y �10 (1)4 oom (16)27 o(DLn W SITE L 0 ^i Cl)V 0 0 v 0 U � 2 Cl) LEGEND: Existing Road Stop Controlled Intersection — — — — Proposed Access Stop Sign Location X AM Peak Hour Volume j— Lane Configuration (X) PM Peak Hour Volume NOT TO SCALE .� Southwood Development 600000 Figure g 2024 Total Background Peak Hour Volumes TIMMONS GROUP 6 YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia NOT TO SCALE • • •.� Southwood Development T I M M O N S GROUP Site Trip Distributions - Residential YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia Figure rJ NOT TO SCALE • • •.� Southwood Development TIMMONS GROUP Site Trip Distributions - Commercial YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia Figure 0 NOT TO SCALE • • •.� Southwood Development T I M M O N S GROUP 2024 Phase 1 Site Trips YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia Figure 0 M 0 rn s c J M N 83 (273) 156 (272) F 277 (715) o Ln 11 (9) 4► 521 (1034) 138 (269) Old Lynchburg Road T 68 (16) j 236 (193) (116) 300 (5) 9 M (40) 67 may* (478) 801 7 (0) 0 (711) 983 may* y N � (1)4 ooM v0 N (16)27 oor1j N N N �iN Q C - W v SITE 0 0 0 v 0 U � 2 Cl) LEGEND: Existing Road Stop Controlled Intersection — — — — Proposed Access Stop Sign Location X AM Peak Hour Volume j— Lane Configuration (X) PM Peak Hour Volume NOT TO SCALE .� Southwood Development 600000 Figure g 2024 Total Future Peak Hour Volumes TIMMONS GROUP 10 YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia M 0 rn s c J v 0 r1l _ O 166 (288) 78 (256) 166 (512) o Ln t 11 (9) �► 425 (851) 31 (82) 68 (16) Old Lynchburg Road T 228 (167) (104) 287 (1) 5 M (26) 53 may* (295) 664 7 (0) 0 (542) 856 y �10 (1)4 oom (16)27 o(DLn W SITE L 0 ^i Cl)V 0 0 0 v U � 2 Cl) LEGEND: Existing Road Stop Controlled Intersection — — — — Proposed Access Stop Sign Location X AM Peak Hour Volume j— Lane Configuration (X) PM Peak Hour Volume NOT TO SCALE .� Southwood Development 600000 Figure g 2030 Existing + Growth Peak Hour Volumes TIMMONS GROUP 11 YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia M 0 rn s c J rn ^V O f-4 _ O .--i N I 166 (288) 88 (288) �y F 188 (582) O Ln t 11 (9) �► 447 (921) 31 (82) 68 (16) Old Lynchburg Road T j 228 (168) (122) 316 (1) 5 M (28) 56 may* (335) 726 "I (0) 0 (582) 918 may* y �10 (1)4 OOM (16)27 0(DLn 10 Ln W SITE L 0 ^i Cl)V 0 0 v 0 U � 2 Cl) LEGEND: Existing Road Stop Controlled Intersection — — — — Proposed Access Stop Sign Location X AM Peak Hour Volume j— Lane Configuration (X) PM Peak Hour Volume NOT TO SCALE .� Southwood Development 600000 Figure g 2030 Total Background Peak Hour Volumes TIMMONS GROUP 12 YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia NOT TO SCALE • • •.� Southwood Development T I M M O N S GROUP 2030 Phase 2 Site Trips YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia Figure 13 M 0 rn s c J M OW O 88 (288) I 166 (288) �y 301 (790) O Ln t 11 (9) 4► 560 (1129) 153 (313) Old Lynchburg Road T 68 (16) 240 (206) (122) 316 (5) 9 M (46) 77 may* (522) 885 "I (0) 0 (769) 1077 y N 10 (1) 4 O O M (16) 27 0 0 Ln N W .0 . N N ... a.+ d10 C v N SITE ... O 0 0 0 v 0 U � 2 Cl) LEGEND: Existing Road Stop Controlled Intersection — — — — Proposed Access Stop Sign Location X AM Peak Hour Volume j— Lane Configuration (X) PM Peak Hour Volume NOT TO SCALE .� Southwood Development 600000 Figure g 2030 Total Future Peak Hour Volumes TIMMONS GROUP 14 YOUR VISION ACHIEVED THROUGH OURS. Albemarle County, Virginia APPENDIX A Scoping Correspondence CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES VD0 Tof Virginia Department Transportation PRE -SCOPE OF WORK MEETING FORM Information on the Project Traffic Impact Analysis Base Assumptions The applicant is responsible for entering the relevant information and submitting the form to VDOT and the locality no less than three (3) business days prior to the meeting. If a form is not received by this deadline, the scope of work meeting may be postponed. Contact Information Consultant Name: Steve Schmidt, PE, PTOE (Timmons Group) Tele: 804-200-6502 E-mail: steve.schmidt timmons.com Developer/Owner Name: Habitat for Humanity Tele: E-mail: Project Information Project Name: Southwood Locality/County: Albemarle County Project Location: The site is located east of Route 631 (Old Lynchburg Road) and south of Hickory (Attach regional and site Street as shown on Figure 1. specific location map Submission Type Comp Plan ❑ Rezoning ❑ Site Plan ❑ FSubd Plat ❑ The applicant is seeking to develop the approximately 32.5 acre site in two phases. Project Description: Phase 1 would consist of 350 dwelling units and 80,000 S.F. of commercial space. (Including details on the land Phase 2 would replace the existing 341 mobile home units with 500 new dwelling use, acreage, phasing, access location, etc. Attach additional units for a net increase of 159 units. Primary access to the site would be provided sheet if necessary) by the existing Route 631/Hickory Street intersection. No new connections to Route 631 are proposed. Proposed Use(s): (Check all that apply; attach Residential ❑ Commercial ❑ Mixed Use ❑ Other ❑ additional pages as necessary) Residential Uses(s) 80,000 S.F. Number of Units: 509 ITE LU Code(s): 220 210 Other Use(s) ITE LU Code(s): Commercial Use(s) ITE LU Code(s): 820 710 Independent Variable(s): Square Ft or Other Variable: Total Peak Hour Trip Less than 100 ❑ 100 — 499 ❑ 500 — 999 ® 1,000 or more ❑ Projection: It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Traffic Impact Analysis Assumptions Study Period Existing Year: 2018 Build -out Year: 2024 (Phl)/2030 (Ph 2) Design Year: North: Old Lynchburg Road/5th South: Study Area Boundaries St Extended East: Hickory Street West: Stagecoach Road (Attach map) External Factors That No road improvements are planned that we are aware of but there is ongoing Could Affect Project residential development along Route 631. The traffic study assumes Whittington is (Planned road improvements, 50% built out (48 units remaining) and Wintergreen Farms is 25% built out (64 units other nearby developments) remaining). Consistency With Comprehensive Plan The proposed uses are consistent with the surrounding uses. (Land use, transportation plan) Available Traffic Data Historic VDOT Traffic Data (Historical, forecasts) Road Name: 5th St Ext North: Road Name: Old Lynchburg South: (0% Trip Distribution 90% Res/90% Com Res/5% Com Road Name: Old Lynchburg Road Name: (Attach sketch) North: 10% Res/5% Com Annual Vehicle Trip Peak Period for Study ® AM ® PM ❑ SAT 1% (check all that apply) Peak Hour of the Generator Growth Rate: 1.Old Lynchburg Road/Hickory 6 Street 2.Old Lynchburg Road/5th St 7. Study Intersections Extended and/or Road Segments 3.5th St Extended/Stagecoach Rd 8. (Attach additional sheets as necessary) 4. 9. 5. 10. Trip Adjustment Factors Internal allowance: ❑ Yes ❑ No Pass -by allowance:❑ Yes ® No Reduction: /o trips Reduction: /o trips Software Methodology ® Synchro ❑ HCS (v.2000/+) ❑ aaSIDRA ❑ CORSIM ❑ Other Traffic Signal Proposed or Affected None (Analysis software to be used, progression speed, cycle length) It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. Improvement(s) Assumed or to be Considered Background Traffic Studies Considered None that we are aware of None. Plan Submission ❑ Master Development Plan (MDP) ® Generalized Development Plan (GDP) ❑ Preliminary/Sketch Plan ❑ Other Plan type (Final Site, Subd. Plan) Additional Issues to be Addressed NOTES on ASSUMPTIONS: ® Queuing analysis ❑ Merge analysis ❑ TDM Measures ❑ Actuation/Coordination ❑ Bike/Ped Accommodations ❑ Other Turn Lane Warrants SIGNED: DATE: Applicant or Consultant PRINT NAME: �iLr ScN,-,,DT' Applicant or Consultant ❑ Weaving analysis ❑ Intersection(s) It is important for the applicant to provide sufficient information to county and VDOT staff so that questions regarding geographic scope, alternate methodology, or other issues can be answered at the scoping meeting. - ----------- J. 10% Res 5% Com -Exten"15N.- off$ d6*') Table 1: Southwood Trip Generation WEEKDAY ITE AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL IN OUT TOTAL Phase 1 Residential Apartments 220(') 310 D.U. 2,303 32 108 140 102 60 162 Single Family 210 40 D.U. 448 8 25 33 26 16 42 Residential Subtotal 350 D.U. 2,751 40 133 173 128 76 204 Commercial Retail 820 40,000 S.F. 1,510 24 14 38 73 79 152 Office 710 40 000 S.F. 436 55 9 64 8 40 48 Commercial Subtotal 80,000 S.F. 1,946 79 23 102 81 119 200 Phase 1 Total 4,697 119 156 275 209 195 404 Phase 2 Residential(z) Apartments 220") 103 D.U. 738 11 38 49 38 23 61 Townhomes 220") 40 D.U. 262 5 15 20 16 10 26 Single Family 210 16 D.U. 193 4 12 16 11 6 17 Residential Subtotal 159 D.U. 1,193 20 65 85 65 39 104 Phase 2 Total 1,193 20 65 85 65 39 104 Southwood Total Phase 1 + Phase 2 5,890 139 221 360 274 234 508 Source: ITE Trip Generation, 10th Edition. 1. ITE includes townhomes and apartments in the same category with the 10th edition. 2. Phase 2 consists of 500 total units but will replace the existing 341 units currently on site for a net increase of 159 units. APPENDIX 6 Raw Traffic Data CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Data Collection Group LSmith@DataCollectionGroup.net File Name : Old Lynchburg and Hickory Site Code : 00271111 Start Date : 2/7/2018 Page No : 1 Groups Printed- Passenger Veh - Trucks - Bikes Old Lynchburg Hickory Old Lynchburg From North From East From South From West Start Time Right Thru Left Ut. Peds App. Total Right Thru Left Utums Peds App. Total Right Thru Left LTtUn1S Peds App. Total Right Thru Left Utums Peds App. Total Int. Total 07:00 AM 0 16 11 0 0 27 20 0 1 0 0 21 1 30 0 0 0 31 0 0 0 0 0 0 79 07:15 AM 0 6 10 0 0 16 38 0 0 0 0 38 0 52 0 0 0 52 0 0 0 0 0 0 106 07:30 AM 0 8 5 0 0 13 34 0 0 0 0 34 0 79 0 0 0 79 0 0 0 0 0 0 126 07:45 AM 0 21 13 0 0 34 36 0 1 0 0 37 1 64 0 0 0 65 0 0 0 0 0 0 136 Total 0 51 39 0 0 90 128 0 2 0 0 130 2 225 0 0 0 227 0 0 0 0 0 0 447 08:00 AM 0 16 6 0 0 22 17 0 0 0 1 18 3 53 0 0 0 56 0 0 0 0 0 0 96 08:15 AM 0 24 7 0 0 31 19 0 0 0 0 19 1 59 0 0 0 60 0 0 0 0 0 0 110 08:30 AM 0 22 8 0 0 30 23 0 0 0 1 24 0 50 0 0 0 50 0 0 0 0 0 0 104 08:45 AM 0 22 4 0 0 26 16 0 0 0 0 16 0 38 0 0 0 38 0 0 0 0 0 0 80 Total 0 84 25 0 0 109 75 0 0 0 2 77 4 200 0 0 0 204 0 0 0 0 0 0 390 *** BREAK *** 04:00 PM 0 36 20 0 0 56 12 0 1 0 0 13 0 19 0 0 0 19 0 0 0 0 0 0 88 04:15 PM 0 39 29 0 0 68 21 0 1 0 0 22 1 17 0 0 0 18 0 0 0 0 0 0 108 04:30 PM 0 40 26 0 0 66 20 0 1 0 0 21 2 31 0 0 0 33 0 0 0 0 0 0 120 04:45 PM 0 50 25 0 0 75 22 0 0 0 0 22 1 16 0 0 0 17 0 0 0 0 0 0 114 Total 0 165 100 0 0 265 75 0 3 0 0 78 4 83 0 0 0 87 0 0 0 0 0 0 430 05:00 PM 0 49 16 0 0 65 14 0 1 0 0 15 0 16 0 0 0 16 0 0 0 0 0 0 96 05:15 PM 0 70 23 0 0 93 12 0 2 0 0 14 1 27 0 0 0 28 0 0 0 0 0 0 135 05:30 PM 0 60 20 0 0 80 18 0 3 0 0 21 0 22 0 0 0 22 0 0 0 0 0 0 123 05:45 PM 0 48 23 0 0 71 20 0 0 0 0 20 0 27 0 0 0 27 0 0 0 0 0 0 118 Total 0 227 82 0 0 309 64 0 6 0 0 70 1 92 0 0 0 93 0 0 0 0 0 0 472 Grand Total 0 527 246 0 0 773 342 0 11 0 2 355 11 600 0 0 0 611 0 0 0 0 0 0 1739 Apprch % 0 68.2 31.8 0 0 96.3 0 3.1 0 0.6 1.8 98.2 0 0 0 0 0 0 0 0 Total % 0 30.3 14.1 0 0 44.5 19.7 0 0.6 0 0.1 20.4 0.6 34.5 0 0 0 35.1 0 0 0 0 0 0 Passenger Veh 0 514 227 0 0 741 318 0 10 0 2 330 10 589 0 0 0 599 0 0 0 0 0 0 1670 %Passen erVeh 0 97.5 92.3 0 0 95.9 93 0 90.9 0 100 93 90.9 98.2 0 0 0 98 0 0 0 0 0 0 96 Trucks 0 13 19 0 0 32 24 0 1 0 0 25 1 11 0 0 0 12 0 0 0 0 0 0 69 % Trucks 0 2.5 7.7 0 0 4.1 7 0 9.1 0 0 7 9.1 1.8 0 0 0 2 0 0 0 0 0 0 4 Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : Old Lynchburg and Hickory Site Code : 00271111 Start Date : 2/7/2018 Page No Old Lynchburg I Hickory Old Lynchburg Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Beeins at 07:30 AM 07:30 AM 0 8 5 0 0 13 34 0 0 0 0 34 0 79 0 0 0 79 0 0 0 0 0 0 126 07:45 AM 0 21 13 0 0 34 36 0 1 0 0 37 1 64 0 0 0 65 0 0 0 0 0 0 136 08:00 AM 0 16 6 0 0 22 17 0 0 0 1 18 3 53 0 0 0 56 0 0 0 0 0 0 96 08:15 AM 0 24 7 0 0 31 19 0 0 0 0 19 1 59 0 0 0 60 0 0 0 0 0 0 110 Total Volume 0 69 31 0 0 100 106 0 1 0 1 108 5 255 0 0 0 260 0 0 0 0 0 0 468 % App. Total 0 69 31 0 0 98.1 0 0.9 0 0.9 1.9 98.1 0 0 0 0 0 0 0 0 PI -IF .000 .719 .596 .000 .000 .735 .736 .000 .250 .000 .250 .730 .417 .807 .000 .000 .000 .823 .000 .000 .000 .000 .000 .000 .860 Passenger Veh 0 66 24 0 0 90 102 0 1 0 1 104 5 250 0 0 0 255 0 0 0 0 0 0 449 %Passenger Veh 0 95.7 77.4 0 0 90.0 96.2 0 100 0 100 96.3 100 98.0 0 0 0 98.1 0 0 0 0 0 0 95.9 Trucks 0 3 7 0 0 10 4 0 0 0 0 4 0 5 0 0 0 5 0 0 0 0 0 0 19 % Trucks 0 4.3 22.6 0 0 10.0 3.8 0 0 0 0 3.7 0 2.0 0 0 0 1.9 0 0 0 0 0 0 4.1 Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : Old Lynchburg and Hickory Site Code : 00271111 Start Date : 2/7/2018 Page No : 3 Old Lynchburg Out In Total 352 90 J442100 0 66 24 0 0 3 7 0 0 250 5 0 0 5 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : Old Lynchburg and Hickory Site Code : 00271111 Start Date : 2/7/2018 Page No : 4 Old Lynchburg Hickory Old Lynchburg From North From East From South From West Start Time Right I Thru Left I Utums I Peds I App, Total Right Thru I Left I Uturns I PedS I App. Total Right Thru Left Utums Peds App. Total Right Thnu Left I Utums I PedS I App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hnur fnr Rntire Tntemection Regina at 05-00 PM 05:00 PM 0 49 16 0 0 65 14 0 1 0 0 15 0 16 0 0 0 16 0 0 0 0 0 0 96 05:15 PM 0 70 23 0 0 93 12 0 2 0 0 14 1 27 0 0 0 28 0 0 0 0 0 0 135 05:30 PM 0 60 20 0 0 80 18 0 3 0 0 21 0 22 0 0 0 22 0 0 0 0 0 0 123 05:45 PM 0 48 23 0 0 71 20 0 0 0 0 20 0 27 0 0 0 27 0 0 0 0 0 0 118 Total Volume 0 227 82 0 0 309 64 0 6 0 0 70 1 92 0 0 0 93 0 0 0 0 0 0 472 % App. Total 0 73.5 26.5 0 0 91.4 0 8.6 0 0 1.1 98.9 0 0 0 0 0 0 0 0 PHF .000 .811 .891 .000 .000 .831 .800 .000 .500 .000 .000 .833 .250 .852 .000 .000 .000 .830 .000 .000 .000 .000 .000 .000 .874 Passenger Veh 0 225 80 0 0 305 62 0 6 0 0 68 0 92 0 0 0 92 0 0 0 0 0 0 465 %Passenger Veh 0 99.1 97.6 0 0 98.7 96.9 0 100 0 0 97.1 0 100 0 0 0 98.9 0 0 0 0 0 0 98.5 Trucks 0 2 2 0 0 4 2 0 0 0 0 2 1 0 0 0 0 1 0 0 0 0 0 0 7 % Trucks 0 0.9 2.4 0 0 1.3 3.1 0 0 0 0 2.9 100 0 0 0 0 1.1 0 0 0 0 0 0 1.5 Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : Old Lynchburg and Hickory Site Code : 00271111 Start Date : 2/7/2018 Page No : 5 Old Lynchburg Out In Total 4560 A4 Right Thru Left Peds Peak Hour Data @000 0000�� O 0 0 o 0000 H� North Peak Hour Begins at 05:00 P �2 0000 "� W = O O O O L Passenger Veh r o o N a°'o 0 Trucks �fD 00o O O O O O y Bikesxrnoorn � 1 O_ N O d N 0000 W OCn ODD Left Thru Ri ht Peds01 91 323 232 Out In Total 0 225 80 0 0 2 2 0 0 0 0 0 0 22 82 0 0 92 0 0 0 0 1 0 0 0 0 0 2 1 Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Old Lynchburg Site Code : 00001111 Start Date : 2/7/2018 Page No : 1 Groups Printed- Passenger Veh - Trucks - Bikes 5th County Complex Entrance Old Lynchburg Old Lynchburg From North From East From South From West Start Time t Thru Left Utums Peds ppp, Total Right Thru Left Utums Peds App. Total Ri t Thru Le$ Utums Peds App. Total Ri t Thai Left Utums Peds ppp. Total Int. Total 07:00 AM 20 33 7 5 0 65 2 0 0 0 0 2 1 75 5 0 0 81 3 0 23 0 0 26 174 07:15 AM 19 27 6 10 0 62 1 0 0 0 0 1 0 130 10 0 0 140 2 0 30 0 0 32 235 07:30 AM 35 18 9 6 0 68 0 0 0 0 0 0 0 191 9 0 0 200 0 0 38 0 1 39 307 07:45 AM 40 51 15 8 0 114 2 0 0 0 1 3 2 149 19 1 0 171 3 1 48 0 0 52 340 Total 114 129 37 29 0 309 5 0 0 0 1 6 3 545 43 1 0 592 8 1 139 0 1 149 1056 08:00 AM 26 36 24 9 0 95 0 0 0 0 0 0 1 123 6 0 0 130 3 0 44 0 0 47 272 08:15 AM 46 42 20 2 0 110 1 0 0 0 0 1 1 126 13 2 0 142 5 0 51 0 1 57 310 08:30 AM 35 37 13 5 0 90 5 0 0 0 0 5 1 134 7 0 0 142 8 0 50 0 1 59 296 08:45 AM 29 34 18 6 1 88 2 0 0 0 1 3 1 110 13 1 0 125 3 0 51 0 0 54 270 Total 136 149 75 22 1 383 8 0 0 0 1 9 4 493 39 3 0 539 19 0 196 0 2 217 1148 *** BREAK *** 04:00 PM 41 76 2 4 0 123 18 0 1 0 0 19 0 45 2 0 0 47 5 0 34 0 0 39 228 04:15 PM 50 83 7 4 0 144 9 0 0 0 0 9 0 52 4 0 0 56 14 2 38 0 0 54 263 04:30 PM 34 78 4 4 0 120 20 1 1 0 0 22 0 58 7 1 0 66 11 0 47 0 1 59 267 04:45 PM 43 87 8 4 0 142 9 0 0 0 0 9 1 57 5 0 0 63 14 0 52 0 1 67 281 Total 168 324 21 16 0 529 56 1 2 0 0 59 1 212 18 1 0 232 44 2 171 0 2 219 1039 05:00 PM 60 107 7 10 0 184 29 0 1 0 0 30 0 58 3 2 0 63 8 1 52 0 0 61 338 05:15 PM 77 121 3 7 0 208 10 0 0 0 0 10 1 55 7 0 0 63 16 0 34 0 0 50 331 05:30 PM 56 107 2 6 0 171 11 0 0 0 0 11 0 71 8 0 0 79 14 0 27 0 0 41 302 05:45 PM 63 119 4 7 0 193 2 0 0 0 0 2 0 78 5 0 0 83 12 0 44 0 1 57 335 Total 256 454 16 30 0 756 52 0 1 0 0 53 1 262 23 2 0 288 50 1 157 0 1 209 1306 Grand Total 674 1056 149 97 1 1977 121 1 3 0 2 127 9 1512 123 7 0 1651 121 4 663 0 6 794 4549 Apprch % 34.1 53.4 7.5 4.9 0.1 95.3 0.8 2.4 0 1.6 0.5 91.6 7.5 0.4 0 15.2 0.5 83.5 0 0.8 Total % 14.8 23.2 3.3 2.1 0 43.5 2.7 0 0.1 0 0 2.8 0.2 33.2 2.7 0.2 0 36.3 2.7 0.1 14.6 0 0.1 17.5 Passenger Veh 658 1017 149 97 1 1922 121 1 3 0 2 127 9 1475 115 7 0 1606 117 3 650 0 6 776 4431 %Passen erVeh 97.6 96.3 100 100 100 97.2 100 100 100 0 100 100 100 97.6 93.5 100 0 97.3 96.7 75 98 0 100 97.7 97.4 Trucks 16 39 0 0 0 55 0 0 0 0 0 0 0 37 8 0 0 45 4 1 13 0 0 18 118 % Trucks 2.4 3.7 0 0 0 2.8 0 0 0 0 0 0 0 2.4 6.5 0 0 2.7 3.3 25 2 0 0 2.3 2.6 Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Old Lynchburg Site Code : 00001111 Start Date : 2/7/2018 Page No : 2 5th From North County Complex Entrance From East Old Lynchburg From South Old Lynchburg From West Start Time Right I Thru Left I Utums I Peds I App. Total Right Thru I Left I Uturns I Peds App. Total Right Thru Left Ut. Peds A,. Total Right I Thru I Left I Utums I Peds Ippp. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM Int. Total 07:30 AM 35 18 9 6 0 68 0 0 0 0 0 0 0 191 9 0 0 200 0 0 38 0 1 39 307 07:45 AM 40 51 15 8 0 114 2 0 0 0 1 3 2 149 19 1 0 171 3 1 48 0 0 52 340 08:00 AM 26 36 24 9 0 95 0 0 0 0 0 0 1 123 6 0 0 130 3 0 44 0 0 47 272 08:15 AM 46 42 20 2 0 110 1 0 0 0 0 1 1 126 13 2 0 142 5 0 51 0 1 57 310 Total Volume 147 147 68 25 0 387 3 0 0 0 1 4 4 589 47 3 0 643 11 1 181 0 2 195 1229 %App. Total 38 38 17.6 6.5 0 75 0 0 0 25 0.6 91.6 7.3 0.5 0 5.6 0.5 92.8 0 1 PI -IF .799 .721 .708 .694 .000 .849 .375 .000 .000 .000 .250 .333 .500 .771 .618 .375 .000 .804 .550 .250 .887 .000 .500 .855 .904 Passenger Veh 141 131 68 25 0 365 3 0 0 0 1 4 4 578 42 3 0 627 9 1 177 0 2 189 1185 %Passenger Veh 95.9 89.1 100 100 0 94.3 100 0 0 0 100 100 100 98.1 89.4 100 0 97.5 81.8 100 97.8 0 100 96.9 96.4 Trucks 6 16 0 0 0 22 0 0 0 0 0 0 0 11 5 0 0 16 2 0 4 0 0 6 44 % Trucks 4.1 10.9 0 0 0 5.7 0 0 0 0 0 0 0 1.9 10.6 0 0 2.5 18.2 0 2.2 0 0 3.1 3.6 Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Old Lynchburg Site Code : 00001111 Start Date : 2/7/2018 Page No .3 5th Out In Total 36 122 0 11 A Right Thru Left Peds Peak Hour Data 6, ���� J �' �O o HM WOOW Q' n' rn m O ro —00— t� ~ North Peak Hour Begins at 07:30 A +—s WOOW ,� o U C J M N O; L Passenger Veh O O O O r _ N a ��_ 1 Trucks x0000 O ����� O N O O N Bik �� O V V N d N 0 0 O O Left Thru Ri ht Peds 589 6� 76 118 0 1 Out In Total ni(i 141 131 68 25 6 16 0 0 0 0 0 0 147 147 68 25 42 578 4 3 5 11 0 0 0 0 0 0 47 4 Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Old Lynchburg Site Code : 00001111 Start Date . 2/7/2018 Page No .4 5th County Complex Entrance Old Lynchburg Old Lynchburg ,,..1l,, From North From East From South From West Start Time Right I Thru Left I Utums I Peds I App, Total Right Thru I Left I Uturns I Peds I App. Total Right Thru Left Utums Peds App. Total Right I Thru I Left I Uwrns Peds I App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hnur fnr Rntire Tntemection Regina at 05-00 PM 05:00 PM 60 107 7 10 0 184 29 0 1 0 0 30 0 58 3 2 0 63 8 1 52 0 0 61 338 05:15 PM 77 121 3 7 0 208 10 0 0 0 0 10 1 55 7 0 0 63 16 0 34 0 0 50 331 05:30 PM 56 107 2 6 0 171 11 0 0 0 0 11 0 71 8 0 0 79 14 0 27 0 0 41 302 05:45 PM 63 119 4 7 0 193 2 0 0 0 0 2 0 78 5 0 0 83 12 0 44 0 1 57 335 Total Volume 256 454 16 30 0 756 52 0 1 0 0 53 1 262 23 2 0 288 50 1 157 0 1 209 1306 % App. Total 33.9 60.1 2.1 4 0 98.1 0 1.9 0 0 0.3 91 8 0.7 0 23.9 0.5 75.1 0 0.5 PHF .831 .938 .571 .750 .000 .909 .448 .000 .250 .000 .000 .442 .250 .840 .719 .250 .000 .867 .781 .250 .755 .000 .250 .857 .966 Passenger Veh 256 451 16 30 0 753 52 0 1 0 0 53 1 259 23 2 0 285 50 1 155 0 1 207 1298 %Passenger Veh 100 99.3 100 100 0 99.6 100 0 100 0 0 100 100 98.9 100 100 0 99.0 100 100 98.7 0 100 99.0 99.4 Trucks 0 3 0 0 0 3 0 0 0 0 0 0 0 3 0 0 0 3 0 0 2 0 0 2 8 % Trucks 0 0.7 0 0 0 0.4 0 0 0 0 0 0 0 1.1 0 0 0 1.0 0 0 1.3 0 0 1.0 0.6 Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Old Lynchburg Site Code : 00001111 Start Date : 2/7/2018 Page No .5 5th Out In Total A121J8 0 Right Thru Left Peds Peak Hour Data @8NO �NO��� J 1 *I*I'' n O C H N O OLM N O 0 H� North Peak Hour Begins at 05:00 P +- OOOO ODOOOD�� � 0 (Lj CN N I a o 0 0 o L 1 Passenger Veh Trucks r w o o w m p rn00 ON N ��_ 00 y O Bik �oo� � V �O N d C N OOOO OO �� N Left Thru Ri ht Peds 20 76 5087 3 2 7 Out In Total 256 451 16 30 0 3 0 0 0 0 0 0 256 454 16 30 23 259 1 2 0 3 0 0 0 0 0 0 2 2 2 1 2 Police directed traffic from 8-830AM 5th From North Start Time Right Thru Left I Utums Peds 07:00 AM 9 63 13 0 0 07:15 AM 3 52 15 2 0 07:30 AM 2 64 46 1 0 07:45 AM 2 105 51 0 0 Total 16 284 125 3 0 08:00 AM 3 98 64 1 0 08:15 AM 4 110 67 2 0 08:30 AM 1 81 14 0 0 08:45 AM 2 85 16 0 0 Total 10 374 161 3 0 - BREAK - Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Stagecoach Site Code : 00272225 Start Date : 2/7/2018 Page No : 1 VI V4 J 1 Stagecoach I IIGV- 1 PJJGI I GI V GI1 - I4li1�J - I�GJ 5th Entrance From East From South From West Total Right Thru Left Uturns Peds App. Total Right Thru Left Utums Peds App. Total Right Thru Left Utums Peds App. Total Int. Total 85 18 0 0 0 0 18 2 108 0 0 0 110 0 0 0 0 1 1 214 72 19 0 0 0 0 19 0 180 0 0 0 180 1 0 1 0 0 2 273 113 35 0 0 0 0 35 10 228 0 0 0 238 1 0 3 0 0 4 390 158 39 0 0 0 0 39 7 195 0 0 0 202 0 0 1 0 0 1 400 428 111 0 0 0 0 111 19 711 0 0 0 730 2 0 5 0 1 8 1277 166 72 0 0 0 0 72 2 170 0 0 1 173 0 0 0 0 0 0 411 183 69 0 0 0 0 69 8 167 0 0 0 175 0 0 1 0 0 1 428 96 28 0 0 0 0 28 3 202 0 0 0 205 0 1 2 0 0 3 332 103 22 0 0 0 0 22 0 163 0 0 0 163 0 0 2 0 0 2 290 548 191 0 0 0 0 191 13 702 0 0 1 716 0 1 5 0 0 6 1461 04:00 PM 3 128 45 2 0 178 16 0 1 0 0 17 2 100 0 0 0 102 0 0 2 0 0 2 299 04:15 PM 1 149 37 1 0 188 27 0 1 0 0 28 2 98 0 0 0 100 1 1 4 0 0 6 322 04:30 PM 1 122 33 1 0 157 28 0 0 0 0 28 3 126 1 0 0 130 0 0 6 0 0 6 321 04:45 PM 4 150 45 2 1 202 35 0 1 0 0 36 3 122 0 0 0 125 1 0 3 0 1 5 368 Total 9 549 160 6 1 725 106 0 3 0 0 109 10 446 1 0 0 457 2 1 15 0 1 19 1310 05:00 PM 1 175 42 2 0 220 30 0 0 0 0 30 2 144 0 0 0 146 0 0 1 0 0 1 397 05:15 PM 4 211 48 3 0 266 37 0 0 0 0 37 6 93 0 0 0 99 0 0 7 0 0 7 409 05:30 PM 2 182 38 1 0 223 48 2 1 0 0 51 5 115 0 0 0 120 1 0 7 0 0 8 402 05:45 PM 2 187 39 1 0 229 62 0 0 0 0 62 3 129 0 0 0 132 0 0 3 0 0 3 426 Total 9 755 167 7 0 938 177 2 1 0 0 180 16 481 0 0 0 497 1 0 18 0 0 19 1634 Grand Total 44 1962 613 19 1 2639 585 2 4 0 0 591 58 2340 1 0 1 2400 5 2 43 0 2 52 5682 Apprch % 1.7 74.3 23.2 0.7 0 99 0.3 0.7 0 0 2.4 97.5 0 0 0 9.6 3.8 82.7 0 3.8 Total % 0.8 34.5 10.8 0.3 0 46.4 10.3 0 0.1 0 0 10.4 1 41.2 0 0 0 42.2 0.1 0 0.8 0 0 0.9 Passengerveh 40 1900 596 19 0 2555 571 2 4 0 0 577 54 2288 1 0 1 2344 5 2 41 0 2 50 5526 Passers er veh 90.9 96.8 97.2 100 0 96.8 97.6 100 100 0 0 97.6 93.1 97.8 100 0 100 97.7 100 100 95.3 0 100 96.2 97.3 Trucks 4 62 17 0 1 84 14 0 0 0 0 14 4 52 0 0 0 56 0 0 2 0 0 2 156 % Trucks 9.1 3.2 2.8 0 100 3.2 2.4 0 0 0 0 2.4 6.9 2.2 0 0 0 2.3 0 0 4.7 0 0 3.8 2.7 Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Stagecoach Site Code : 00272225 Start Date : 2/7/2018 Page No : 2 5th From North Stagecoach From East 5th From South Entrance From West Start Time I Right I Thru Left I Utums I Peds I App. Total Right Thru I Left I Utums Peds . Total Right F Thru Left Utums Peds . Total Right I Thru I Left I Utums I Peds I App. Total Peak Hour Analysis From 07:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Beains at 07:30 AM Int. Total 07:30 AM 2 64 46 1 0 113 35 0 0 0 0 35 10 228 0 0 0 238 1 0 3 0 0 4 390 07:45 AM 2 105 51 0 0 158 39 0 0 0 0 39 7 195 0 0 0 202 0 0 1 0 0 1 400 08:00 AM 3 98 64 1 0 166 72 0 0 0 0 72 2 170 0 0 1 173 0 0 0 0 0 0 411 08:15 AM 4 110 67 2 0 183 69 0 0 0 0 69 8 167 0 0 0 175 0 0 1 0 0 1 428 Total Volume 11 377 228 4 0 620 215 0 0 0 0 215 27 760 0 0 1 788 1 0 5 0 0 6 1629 % App. Total 1.8 60.8 36.8 0.6 0 100 0 0 0 0 3.4 96.4 0 0 0.1 16.7 0 83.3 0 0 PHF .688 .857 .851 .500 .000 .847 .747 .000 .000 .000 .000 .747 .675 .833 .000 .000 .250 .828 .250 .000 .417 .000 .000 .375 .952 Passenger Veh 8 354 221 4 0 587 211 0 0 0 0 211 26 743 0 0 1 770 1 0 5 0 0 6 1574 Passenger Veh 72.7 93.9 96.9 100 0 94.7 98.1 0 0 0 0 98.1 96.3 97.8 0 0 100 97.7 100 0 100 0 0 100 96.6 Trucks 3 23 7 0 0 33 4 0 0 0 0 4 1 17 0 0 0 18 0 0 0 0 0 0 55 % Trucks 27.3 6.1 3.1 0 0 5.3 1.9 0 0 0 0 1.9 3.7 2.2 0 0 0 2.3 0 0 0 0 0 0 3.4 Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Stagecoach Site Code : 00272225 Start Date : 2/7/2018 Page No : 3 5th Out In Total 95 58 15 21 33 54 0 0 0 980 1 j Right Thru Left Peds Peak Hour Data N4MO� o UY O O UY� * NJ N O m o o c 0000 t� North Peak Hour Begins at 07:30 A g �S 2 `" °D (COD c 0000 7 co o L Passenger Veh r a o A 00 w ��_ 1 Trucks �fD 0 ror>o� � O O O O O y Bikesx0000 N � A p N _A0 d p_ ur 0000 00 N ODD Left Thru Ri ht Peds01 370 23 18 0 7 1140 Out In Total 354 221 4 23 7 0 0 0 377 22 4 0 743 26 1 0 17 1 0 0 0 0 0 7 27 1 Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Stagecoach Site Code : 00272225 Start Date : 2/7/2018 Page No : 4 5th Stagecoach 5th Entrance From North From East From South From West Start Time I Right I Thru Left I Utums I Peds I App. Total Right Thru I Left I Utums I Peds App. Total Right Thru Left Utums 7 Peds App. Total Right I Thru I Left I Utums I Peds App. Total Int. Total Peak Hour Analysis From 12:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Reains at 05 00 PM 05:00 PM 1 175 42 2 0 220 30 0 0 0 0 30 2 144 0 0 0 146 0 0 1 0 0 1 397 05:15 PM 4 211 48 3 0 266 37 0 0 0 0 37 6 93 0 0 0 99 0 0 7 0 0 7 409 05:30 PM 2 182 38 1 0 223 48 2 1 0 0 51 5 115 0 0 0 120 1 0 7 0 0 8 402 05:45 PM 2 187 39 1 0 229 62 0 0 0 0 62 3 129 0 0 0 132 0 0 3 0 0 3 426 Total Volume 9 755 167 7 0 938 177 2 1 0 0 180 16 481 0 0 0 497 1 0 18 0 0 19 1634 . Total 1 80.5 17.8 0.7 0 98.3 1.1 0.6 0 0 3.2 96.8 0 0 0 5.3 0 94.7 0 0 PHF .563 .895 .870 .583 .000 .882 .714 .250 .250 _ .000 .000 .726 .667 .835 .000 .000 .000 .851 .250 .000 .643 .000 .000 .594 .959 Passenger Veh 9 751 167 7 0 934 176 2 1 0 0 179 14 478 0 0 0 492 1 0 17 0 0 18 1623 Passenger Veh 100 99.5 100 100 0 99.6 99.4 100 100 0 0 99.4 87.5 99.4 0 0 0 99.0 100 0 94.4 0 0 94.7 99.3 Trucks 0 4 0 0 0 4 1 0 0 0 0 1 2 3 0 0 0 5 0 0 1 0 0 1 11 % Trucks 0 0.5 0 0 0 0.4 0.6 0 0 0 0 0.6 12.5 0.6 0 0 0 1.0 0 0 5.6 0 0 5.3 0.7 Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Bikes 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Data Collection Group LSmith@DataCollectionGroup.net File Name : 5th and Stagecoach Site Code : 00272225 Start Date : 2/7/2018 Page No : 5 5th Out In Total 671 93 5 4 Ll 007 Right Thru Left Peds Peak Hour Data NN -O o ��ODO�� � O o — O 0000 t� ~ North Peak Hour Begins at 05:00 P g 4—S 2 "� ^'' C C R - N O O N _ CD 7 o O L PassengerVeh r o o 00 w ��_ 1 Trucks �fD 0 —00� ()F OOOO y Bikesx�00� CD W W,O�. O N O. d N O O O O W O W O Left Thru Ri ht Peds01 2 �1249' [ 750 490 Out In Total Sth 9 75 16 7 0 0 0 0 0 0 9 751 16 7 0 478 14 0 0 3 2 0 0 0 0 0 4 1 1 APPENDIX C 2018 Existing Traffic Analysis CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 3.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 1 106 255 5 31 69 Future Vol, veh/h 1 106 255 5 31 69 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 4 2 0 23 4 Mvmt Flow 1 122 293 6 36 79 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 404 293 0 0 293 0 Stage 1 293 - - - - - Stage 2 111 - Critical Hdwy 6.6 6.26 4.445 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 3.338 - 2.4185 Pot Cap-1 Maneuver 593 740 - - 1142 Stage 1 762 - Stage 2 907 - - - Platoon blocked, % Mov Cap-1 Maneuver 574 740 - 1142 Mov Cap-2 Maneuver 574 - - Stage 1 762 - Stage 2 878 Approach WB NB SB HCM Control Delay, s 10.9 0 2.6 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 738 1142 HCM Lane V/C Ratio 0.167 0.031 HCM Control Delay (s) - 10.9 8.3 HCM Lane LOS B A HCM 95th %tile Q(veh) - 0.6 0.1 Southwood 02/19/2018 Ex AM Peak Hour Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 47 589 4 68 147 147 0 0 3 181 1 11 Future Vol, veh/h 47 589 4 68 147 147 0 0 3 181 1 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length 300 115 300 325 - 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 11 2 0 0 11 4 0 0 0 2 0 18 Mvmt Flow 52 654 4 76 163 163 0 0 3 201 1 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 163 0 0 654 0 0 992 1073 327 746 1073 82 Stage 1 - - - - - - 759 759 - 314 314 - Stage 2 - - 233 314 - 432 759 - Critical Hdwy 4.32 - 4.1 7.5 6.5 6.9 7.54 6.5 7.26 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.54 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.54 5.5 - Follow-up Hdwy 2.31 2.2 3.5 4 3.3 3.52 4 3.48 Pot Cap-1 Maneuver 1350 943 203 222 675 302 222 912 Stage 1 - - 369 418 - 671 660 - Stage 2 - - 755 660 - 572 418 - Platoon blocked, % Mov Cap-1 Maneuver 1350 - 943 - 182 196 675 274 196 912 Mov Cap-2 Maneuver - - 182 196 - 274 196 - Stage 1 - 355 402 645 607 - Stage 2 684 607 547 402 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.7 10.4 45 HCM LOS B E Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 675 1350 943 274 699 HCM Lane V/C Ratio 0.005 0.039 0.08 0.734 0.019 HCM Control Delay (s) 0 10.4 7.8 - 9.2 47.3 10.3 HCM Lane LOS A B A A E B HCM 95th %tile Q(veh) - 0 0.1 - 0.3 - 5.3 0.1 Southwood 02/19/2018 Ex AM Peak Hour Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 760 27 228 377 11 0 0 215 5 0 1 Future Vol, veh/h 0 760 27 228 377 11 0 0 215 5 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 2 4 3 6 27 0 0 2 0 0 0 Mvmt Flow 0 800 28 240 397 12 0 0 226 5 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 397 0 0 800 0 0 1478 1677 400 1277 1677 198 Stage 1 - - - - - - 800 800 - 877 877 - Stage 2 - - 678 877 - 400 800 - Critical Hdwy 4.1 - 4.16 7.5 6.5 6.94 7.5 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 2.23 3.5 4 3.32 3.5 4 3.3 Pot Cap-1 Maneuver 1173 812 89 96 600 126 96 816 Stage 1 - - 349 400 - 314 369 - Stage 2 - - - - 413 369 - 603 400 - Platoon blocked, % Mov Cap-1 Maneuver 1173 - 812 - 69 68 600 61 68 816 Mov Cap-2 Maneuver - - 69 68 - 61 68 - Stage 1 - - 349 400 314 260 Stage 2 291 260 376 400 Approach EB WB NB SB HCM Control Delay, s 0 4.2 14.6 59.8 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 600 1173 812 72 HCM Lane V/C Ratio 0.377 - 0.296 0.088 HCM Control Delay (s) 0 14.6 0 - 11.3 59.8 HCM Lane LOS A B A B F HCM 95th %tile Q(veh) - 1.8 0 - 1.2 0.3 Southwood 02/19/2018 Ex AM Peak Hour Synchro 9 Report Timmons Group SOS Page 3 HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 6 64 92 1 82 227 Future Vol, veh/h 6 64 92 1 82 227 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 3 0 100 2 1 Mvmt Flow 7 74 106 1 94 261 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 425 106 0 0 106 0 Stage 1 106 - - - - - Stage 2 319 - - Critical Hdwy 6.6 6.245 4.13 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - Follow-up Hdwy 3.5 3.3285 2.219 Pot Cap-1 Maneuver 576 945 1484 Stage 1 923 - - Stage 2 716 - - Platoon blocked, % Mov Cap-1 Maneuver 540 945 1484 Mov Cap-2 Maneuver 540 - - Stage 1 923 - Stage 2 671 Approach WB NB SB HCM Control Delay, s 9.5 0 2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 888 1484 HCM Lane V/C Ratio 0.091 0.064 HCM Control Delay (s) - 9.5 7.6 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.3 0.2 Southwood 02/19/2018 Ex PM Peak Hour Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 23 262 1 16 454 256 1 0 52 157 1 50 Future Vol, veh/h 23 262 1 16 454 256 1 0 52 157 1 50 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 300 115 300 325 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 1 0 0 1 0 0 0 0 1 0 0 Mvmt Flow 24 270 1 16 468 264 1 0 54 162 1 52 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 468 0 0 270 0 0 586 819 135 683 819 234 Stage 1 - - - - - - 318 318 - 501 501 - Stage 2 - - 268 501 - 182 318 - Critical Hdwy 4.1 - 4.1 7.5 6.5 6.9 7.52 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.52 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.52 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.3 3.51 4 3.3 Pot Cap-1 Maneuver 1104 1305 398 312 895 337 312 774 Stage 1 - - 673 657 - 523 546 - Stage 2 - - - - 720 546 - 805 657 - Platoon blocked, % Mov Cap-1 Maneuver 1104 1305 361 301 895 309 301 774 Mov Cap-2 Maneuver - - 361 301 - 309 301 - Stage 1 - 658 643 512 539 - Stage 2 663 539 740 643 - Approach EB WB NB SB HCM Control Delay, s 0.7 0.2 9.4 24.2 HCM LOS A C Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 361 895 1104 1305 309 751 HCM Lane V/C Ratio 0.003 0.06 0.021 0.013 0.524 0.07 HCM Control Delay (s) 15 9.3 8.3 - 7.8 28.8 10.2 HCM Lane LOS C A A A D B HCM 95th %tile Q(veh) 0 0.2 0.1 0 - 2.9 0.2 Southwood 02/19/2018 Ex PM Peak Hour Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 481 16 167 755 9 1 2 177 18 0 1 Future Vol, veh/h 0 481 16 167 755 9 1 2 177 18 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 1 13 0 1 0 0 0 1 6 0 0 Mvmt Flow 0 501 17 174 786 9 1 2 184 19 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 786 0 0 501 0 0 1242 1635 251 1386 1635 393 Stage 1 - - - - - - 501 501 - 1134 1134 - Stage 2 - - 741 1134 - 252 501 - Critical Hdwy 4.1 4.1 7.5 6.5 6.92 7.62 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.62 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.62 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.31 3.56 4 3.3 Pot Cap-1 Maneuver 842 1074 133 102 752 99 102 612 Stage 1 - - 526 546 - 209 280 - Stage 2 - - - 379 280 - 719 546 - Platoon blocked, % Mov Cap-1 Maneuver 842 1074 116 85 752 64 85 612 Mov Cap-2 Maneuver - - 116 85 - 64 85 - Stage 1 - - 526 546 209 235 - Stage 2 317 235 541 546 - Approach EB WB NB SB HCM Control Delay, s 0 1.6 11.9 79.9 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 93 752 842 1074 67 HCM Lane V/C Ratio 0.034 0.245 - 0.162 0.295 HCM Control Delay (s) 45.1 11.3 0 9 79.9 HCM Lane LOS E B A A F HCM 95th %tile Q(veh) 0.1 1 0 0.6 1.1 Southwood 02/19/2018 Ex PM Peak Hour Synchro 9 Report Timmons Group SOS Page 3 APPENDIX D 2024 Background Traffic Analysis CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES Table D-1: Other Development Trip Generation WEEKDAY ITE AM PEAK HOUR PM PEAK HOUR LAND USE CODE AMOUNT UNITS ADT IN OUT TOTAL IN OUT TOTAL Other Approved Developments 1. Whittington(') 210 48 D.U. 529 10 29 39 32 18 50 2. Wintergreen Farms (2) 210 64 D.U. 690 13 37 50 42 24 66 Total Other Development Traffic 1,219 23 66 89 74 42 116 Source: ITE Trip Generation, 10th Edition. 1. Whittington was under construction at the time of the counts and assumed 50% built out (96 total units). 2. Wintergreen Farms was under construction at the time of the counts and assumed 25% built out (85 total lots). HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 2.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 1 106 300 5 31 83 Future Vol, veh/h 1 106 300 5 31 83 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 4 2 0 23 4 Mvmt Flow 1 122 345 6 36 95 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 464 345 0 0 345 0 Stage 1 345 - - - - - Stage 2 119 - Critical Hdwy 6.6 6.26 4.445 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 3.338 - 2.4185 Pot Cap-1 Maneuver 546 692 - - 1089 Stage 1 722 - Stage 2 899 - - - Platoon blocked, % Mov Cap-1 Maneuver 528 692 - 1089 Mov Cap-2 Maneuver 528 - - Stage 1 722 - Stage 2 869 Approach WB NB SB HCM Control Delay, s 11.3 0 2.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 690 1089 HCM Lane V/C Ratio 0.178 0.033 HCM Control Delay (s) - 11.3 8.4 HCM Lane LOS B A HCM 95th %tile Q(veh) - 0.6 0.1 Southwood 02/19/2018 BG AM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 13.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 53 687 4 68 178 156 0 0 3 192 1 13 Future Vol, veh/h 53 687 4 68 178 156 0 0 3 192 1 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length 300 115 300 325 - 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 11 2 0 0 11 4 0 0 0 2 0 18 Mvmt Flow 59 763 4 76 198 173 0 0 3 213 1 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 198 0 0 763 0 0 1132 1230 382 848 1230 99 Stage 1 - - - - - - 881 881 - 349 349 - Stage 2 - - 251 349 - 499 881 - Critical Hdwy 4.32 4.1 7.5 6.5 6.9 7.54 6.5 7.26 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.54 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.54 5.5 - Follow-up Hdwy 2.31 2.2 3.5 4 3.3 3.52 4 3.48 Pot Cap-1 Maneuver 1309 859 160 179 622 255 179 888 Stage 1 - - 312 367 - 640 637 - Stage 2 - - - - 737 637 - 522 367 - Platoon blocked, % Mov Cap-1 Maneuver 1309 859 141 156 622 228 156 888 Mov Cap-2 Maneuver - - 141 156 - 228 156 - Stage 1 - - 298 350 611 581 - Stage 2 660 581 496 350 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.6 10.8 83.8 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 622 1309 859 228 665 HCM Lane V/C Ratio 0.005 0.045 0.088 0.936 0.023 HCM Control Delay (s) 0 10.8 7.9 - 9.6 89.1 10.5 HCM Lane LOS A B A A F B HCM 95th %tile Q(veh) - 0 0.1 0.3 8.1 0.1 Southwood 02/19/2018 BG AM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 869 27 228 422 11 0 0 215 5 0 1 Future Vol, veh/h 0 869 27 228 422 11 0 0 215 5 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 2 4 3 6 27 0 0 2 0 0 0 Mvmt Flow 0 915 28 240 444 12 0 0 226 5 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 444 0 0 915 0 0 1617 1839 457 1381 1839 222 Stage 1 - - - - - - 915 915 - 924 924 - Stage 2 - - 702 924 - 457 915 - Critical Hdwy 4.1 4.16 - 7.5 6.5 6.94 7.5 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 2.23 3.5 4 3.32 3.5 4 3.3 Pot Cap-1 Maneuver 1127 735 70 76 551 105 76 788 Stage 1 - - 298 354 - 294 351 - Stage 2 - - 400 351 - 558 354 - Platoon blocked, % Mov Cap-1 Maneuver 1127 - 735 - 52 51 551 46 51 788 Mov Cap-2 Maneuver - - 52 51 - 46 51 - Stage 1 298 354 294 236 - Stage 2 269 236 329 354 - Approach EB WB NB SB HCM Control Delay, s 0 4.2 16 78.8 HCM LOS C F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 551 1127 735 55 HCM Lane V/C Ratio 0.411 - 0.327 0.115 HCM Control Delay (s) 0 16 0 - 12.3 78.8 HCM Lane LOS A C A B F HCM 95th %tile Q(veh) - 2 0 1.4 0.4 Southwood 02/19/2018 BG AM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 3 HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 2.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 6 64 116 1 82 273 Future Vol, veh/h 6 64 116 1 82 273 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 3 0 100 2 1 Mvmt Flow 7 74 133 1 94 314 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 478 133 0 0 133 0 Stage 1 133 - - - - - Stage 2 345 - - Critical Hdwy 6.6 6.245 4.13 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - Follow-up Hdwy 3.5 3.3285 2.219 Pot Cap-1 Maneuver 535 913 1451 Stage 1 898 - - Stage 2 694 - - Platoon blocked, % Mov Cap-1 Maneuver 500 913 1451 Mov Cap-2 Maneuver 500 - - Stage 1 898 Stage 2 649 Approach WB NB SB HCM Control Delay, s 9.7 0 1.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 853 1451 HCM Lane V/C Ratio 0.094 0.065 HCM Control Delay (s) - 9.7 7.7 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.3 0.2 Southwood 02/19/2018 BG PM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 26 318 1 16 552 272 1 0 52 167 1 56 Future Vol, veh/h 26 318 1 16 552 272 1 0 52 167 1 56 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 300 115 300 325 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 1 0 0 1 0 0 0 0 1 0 0 Mvmt Flow 27 328 1 16 569 280 1 0 54 172 1 58 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 569 0 0 328 0 0 699 983 164 820 983 285 Stage 1 - - - - - - 381 381 - 602 602 - Stage 2 - - 318 602 - 218 381 - Critical Hdwy 4.1 - 4.1 7.5 6.5 6.9 7.52 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.52 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.52 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.3 3.51 4 3.3 Pot Cap-1 Maneuver 1013 1243 330 251 858 269 251 718 Stage 1 - - 619 617 - 456 492 - Stage 2 - - - 673 492 - 767 617 - Platoon blocked, % Mov Cap-1 Maneuver 1013 1243 293 241 858 245 241 718 Mov Cap-2 Maneuver - - 293 241 - 245 241 - Stage 1 603 601 444 486 Stage 2 610 486 700 601 Approach EB WB NB SB HCM Control Delay, s 0.7 0.2 9.6 38.7 HCM LOS A E Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 293 858 1013 1243 245 694 HCM Lane V/C Ratio 0.004 0.062 0.026 0.013 0.703 0.085 HCM Control Delay (s) 17.3 9.5 8.7 7.9 48.3 10.7 HCM Lane LOS C A A A E B HCM 95th %tile Q(veh) 0 0.2 0.1 0 - 4.7 0.3 Southwood 02/19/2018 BG PM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 551 16 167 871 9 1 2 177 18 0 1 Future Vol, veh/h 0 551 16 167 871 9 1 2 177 18 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 1 13 0 1 0 0 0 1 6 0 0 Mvmt Flow 0 574 17 174 907 9 1 2 184 19 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 907 0 0 574 0 0 1376 1829 287 1543 1829 454 Stage 1 - - - - - - 574 574 - 1255 1255 - Stage 2 - - 802 1255 - 288 574 - Critical Hdwy 4.1 - 4.1 7.5 6.5 6.92 7.62 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.62 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.62 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.31 3.56 4 3.3 Pot Cap-1 Maneuver 759 1009 106 77 713 75 77 559 Stage 1 - - 476 506 - 176 245 - Stage 2 - - - - 348 245 - 684 506 - Platoon blocked, % Mov Cap-1 Maneuver 759 1009 92 64 713 47 64 559 Mov Cap-2 Maneuver - - 92 64 - 47 64 - Stage 1 476 506 176 203 Stage 2 287 203 505 506 Approach EB WB NB SB HCM Control Delay, s 0 1.5 12.6 121.4 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 71 713 759 1009 49 HCM Lane V/C Ratio 0.044 0.259 - 0.172 0.404 HCM Control Delay (s) 58 11.8 0 9.3 121.4 HCM Lane LOS F B A A F HCM 95th %tile Q(veh) 0.1 1 0 0.6 1.5 Southwood 02/19/2018 BG PM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 3 APPENDIX E 2024 Total Traffic Analysis CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 5.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 2 234 300 9 138 83 Future Vol, veh/h 2 234 300 9 138 83 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 4 2 0 23 4 Mvmt Flow 2 269 345 10 159 95 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 710 345 0 0 345 0 Stage 1 345 - - - - - Stage 2 365 - Critical Hdwy 6.6 6.26 4.445 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 3.338 - 2.4185 Pot Cap-1 Maneuver 387 692 - - 1089 Stage 1 722 - Stage 2 679 - - - Platoon blocked, % Mov Cap-1 Maneuver 330 692 - 1089 Mov Cap-2 Maneuver 330 - - Stage 1 722 - Stage 2 580 Approach WB NB SB HCM Control Delay, s 13.6 0 5.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 686 1089 HCM Lane V/C Ratio 0.395 0.146 HCM Control Delay (s) - 13.6 8.9 HCM Lane LOS B A HCM 95th %tile Q(veh) 1.9 0.5 Southwood 02/19/2018 TF AM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 30.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 67 801 4 68 277 156 0 0 3 192 1 21 Future Vol, veh/h 67 801 4 68 277 156 0 0 3 192 1 21 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - - None Storage Length 300 115 300 325 - 250 250 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 - Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 11 2 0 0 11 4 0 0 0 2 0 18 Mvmt Flow 74 890 4 76 308 173 0 0 3 213 1 23 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 308 0 0 890 0 0 1345 1498 445 1053 1498 154 Stage 1 - - - - - - 1039 1039 - 459 459 - Stage 2 - - 306 459 - 594 1039 - Critical Hdwy 4.32 - 4.1 7.5 6.5 6.9 7.54 6.5 7.26 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.54 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.54 5.5 - Follow-up Hdwy 2.31 2.2 3.5 4 3.3 3.52 4 3.48 Pot Cap-1 Maneuver 1187 770 112 124 566 -181 124 816 Stage 1 - - 250 310 - 551 570 - Stage 2 - - 684 570 - 458 310 - Platoon blocked, % Mov Cap-1 Maneuver 1187 770 95 105 566 -159 105 816 Mov Cap-2 Maneuver - - 95 105 - - 159 105 - Stage 1 234 291 517 514 Stage 2 598 514 427 291 Approach EB WB NB SB HCM Control Delay, s 0.6 1.4 11.4 220.5 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 566 1187 770 159 624 HCM Lane V/C Ratio 0.006 0.063 0.098 1.342 0.039 HCM Control Delay (s) 0 11.4 8.2 - 10.2 - 244.5 11 HCM Lane LOS A B A B F B HCM 95th %tile Q(veh) - 0 0.2 0.3 13 0.1 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 TF AM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 983 27 236 521 11 0 0 242 5 0 1 Future Vol, veh/h 0 983 27 236 521 11 0 0 242 5 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 2 4 3 6 27 0 0 2 0 0 0 Mvmt Flow 0 1035 28 248 548 12 0 0 255 5 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 548 0 0 1035 0 0 1806 2080 517 1562 2080 274 Stage 1 - - - - - - 1035 1035 - 1045 1045 - Stage 2 - - 771 1045 - 517 1035 - Critical Hdwy 4.1 4.16 7.5 6.5 6.94 7.5 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 2.23 3.5 4 3.32 3.5 4 3.3 Pot Cap-1 Maneuver 1032 661 51 54 503 77 54 730 Stage 1 - - 252 312 - 248 308 - Stage 2 - - - - 363 308 - 515 312 - Platoon blocked, % Mov Cap-1 Maneuver 1032 - 661 - 36 34 503 27 34 730 Mov Cap-2 Maneuver - - 36 34 - 27 34 - Stage 1 - - - 252 312 248 192 - Stage 2 226 192 254 312 - Approach EB WB NB SB HCM Control Delay, s 0 4.2 19.3 143.3 HCM LOS C F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 503 1032 661 32 HCM Lane V/C Ratio 0.506 - 0.376 0.197 HCM Control Delay (s) 0 19.3 0 - 13.7 143.3 HCM Lane LOS A C A B F HCM 95th %tile Q(veh) - 2.8 0 - 1.7 0.6 Southwood 02/19/2018 TF AM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 3 HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 5.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 12 238 116 5 269 273 Future Vol, veh/h 12 238 116 5 269 273 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 3 0 100 2 1 Mvmt Flow 14 274 133 6 309 314 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 908 133 0 0 133 0 Stage 1 133 - - - - - Stage 2 775 - - Critical Hdwy 6.6 6.245 4.13 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - Follow-up Hdwy 3.5 3.3285 2.219 Pot Cap-1 Maneuver 293 913 1451 Stage 1 898 - - Stage 2 420 - - Platoon blocked, % Mov Cap-1 Maneuver 231 913 1451 Mov Cap-2 Maneuver 231 - - Stage 1 898 Stage 2 331 Approach WB NB SB HCM Control Delay, s 12 0 4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 800 1451 HCM Lane V/C Ratio 0.359 0.213 HCM Control Delay (s) 12 8.2 HCM Lane LOS B A HCM 95th %tile Q(veh) - 1.6 0.8 Southwood 02/19/2018 TF PM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 17.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 40 478 1 16 715 272 1 0 52 167 1 73 Future Vol, veh/h 40 478 1 16 715 272 1 0 52 167 1 73 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 300 115 300 325 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 1 0 0 1 0 0 0 0 1 0 0 Mvmt Flow 41 493 1 16 737 280 1 0 54 172 1 75 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 737 0 0 493 0 0 977 1345 246 1099 1345 369 Stage 1 - - - - - - 575 575 - 770 770 - Stage 2 - - 402 770 - 329 575 - Critical Hdwy 4.1 4.1 7.5 6.5 6.9 7.52 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.52 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.52 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.3 3.51 4 3.3 Pot Cap-1 Maneuver 878 1081 208 153 760 -168 153 634 Stage 1 - - 475 506 - 362 413 - Stage 2 - - 601 413 - 661 506 - Platoon blocked, % Mov Cap-1 Maneuver 878 1081 174 144 760 -149 144 634 Mov Cap-2 Maneuver - - 174 144 - -149 144 - Stage 1 453 482 345 407 - Stage 2 520 407 586 482 - Approach EB WB NB SB HCM Control Delay, s 0.7 0.1 10.4 129.5 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 174 760 878 1081 149 606 HCM Lane V/C Ratio 0.006 0.071 0.047 0.015 1.155 0.126 HCM Control Delay (s) 25.8 10.1 9.3 - 8.4 181.6 11.8 HCM Lane LOS D B A A F B HCM 95th %tile Q(veh) 0 0.2 0.1 0 9.6 0.4 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 TF PM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 711 16 193 1034 9 1 2 192 18 0 1 Future Vol, veh/h 0 711 16 193 1034 9 1 2 192 18 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 1 13 0 1 0 0 0 1 6 0 0 Mvmt Flow 0 741 17 201 1077 9 1 2 200 19 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1077 0 0 741 0 0 1682 2220 370 1850 2220 539 Stage 1 - - - - - - 741 741 - 1479 1479 - Stage 2 - - 941 1479 - 371 741 - Critical Hdwy 4.1 4.1 7.5 6.5 6.92 7.62 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.62 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.62 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.31 3.56 4 3.3 Pot Cap-1 Maneuver 655 875 63 44 630 44 44 492 Stage 1 - - 379 426 - 127 191 - Stage 2 - - - - 287 191 - 611 426 - Platoon blocked, % Mov Cap-1 Maneuver 655 875 52 34 630 24 34 492 Mov Cap-2 Maneuver - - 52 34 - 24 34 - Stage 1 379 426 127 147 - Stage 2 221 147 415 426 - Approach EB WB NB SB HCM Control Delay, s 0 1.6 14.8 $ 333.4 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 38 630 655 875 25 HCM Lane V/C Ratio 0.082 0.317 - 0.23 0.792 HCM Control Delay (s) 108.1 13.3 0 10.3 - $ 333.4 HCM Lane LOS F B A B F HCM 95th %tile Q(veh) 0.3 1.4 0 0.9 2.4 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 TF PM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 3 APPENDIX F 2030 Background Traffic Analysis CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 1 106 316 5 31 88 Future Vol, veh/h 1 106 316 5 31 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 4 2 0 23 4 Mvmt Flow 1 122 363 6 36 101 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 485 363 0 0 363 0 Stage 1 363 - - - - - Stage 2 122 - Critical Hdwy 6.6 6.26 4.445 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 3.338 - 2.4185 Pot Cap-1 Maneuver 530 676 - - 1071 Stage 1 708 - Stage 2 896 - - - Platoon blocked, % Mov Cap-1 Maneuver 512 676 - 1071 Mov Cap-2 Maneuver 512 - - Stage 1 708 - Stage 2 866 Approach WB NB SB HCM Control Delay, s 11.5 0 2.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 674 1071 HCM Lane V/C Ratio 0.182 0.033 HCM Control Delay (s) - 11.5 8.5 HCM Lane LOS B A HCM 95th %tile Q(veh) 0.7 0.1 Southwood 02/19/2018 BG AM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 19.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 56 726 4 68 188 166 0 0 3 204 1 13 Future Vol, veh/h 56 726 4 68 188 166 0 0 3 204 1 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length 300 115 300 325 - 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 11 2 0 0 11 4 0 0 0 2 0 18 Mvmt Flow 62 807 4 76 209 184 0 0 3 227 1 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 209 0 0 807 0 0 1187 1291 403 888 1291 104 Stage 1 - - - - - - 931 931 - 360 360 - Stage 2 - - 256 360 - 528 931 - Critical Hdwy 4.32 4.1 7.5 6.5 6.9 7.54 6.5 7.26 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.54 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.54 5.5 - Follow-up Hdwy 2.31 2.2 3.5 4 3.3 3.52 4 3.48 Pot Cap-1 Maneuver 1296 827 146 165 603 238 165 882 Stage 1 - - 291 348 - 631 630 - Stage 2 - - - - 732 630 - 502 348 - Platoon blocked, % Mov Cap-1 Maneuver 1296 827 128 143 603 - 212 143 882 Mov Cap-2 Maneuver - - 128 143 - - 212 143 - Stage 1 277 331 601 572 Stage 2 653 572 475 331 Approach EB WB NB SB HCM Control Delay, s 0.6 1.6 11 121.7 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 603 1296 827 212 644 HCM Lane V/C Ratio 0.006 0.048 0.091 1.069 0.024 HCM Control Delay (s) 0 11 7.9 - 9.8 - 129.3 10.7 HCM Lane LOS A B A A F B HCM 95th %tile Q(veh) - 0 0.2 0.3 10.2 0.1 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 BG AM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 918 27 228 447 11 0 0 215 5 0 1 Future Vol, veh/h 0 918 27 228 447 11 0 0 215 5 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 2 4 3 6 27 0 0 2 0 0 0 Mvmt Flow 0 966 28 240 471 12 0 0 226 5 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 471 0 0 966 0 0 1681 1917 483 1434 1917 235 Stage 1 - - - - - - 966 966 - 951 951 - Stage 2 - - 715 951 - 483 966 - Critical Hdwy 4.1 4.16 7.5 6.5 6.94 7.5 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 2.23 3.5 4 3.32 3.5 4 3.3 Pot Cap-1 Maneuver 1101 703 63 68 530 96 68 773 Stage 1 - - 277 336 - 283 341 - Stage 2 - - - - 392 341 - 539 336 - Platoon blocked, % Mov Cap-1 Maneuver 1101 703 46 45 530 40 45 773 Mov Cap-2 Maneuver - - 46 45 - 40 45 - Stage 1 - 277 336 283 225 - Stage 2 258 225 309 336 - Approach EB WB NB SB HCM Control Delay, s 0 4.2 16.8 91.1 HCM LOS C F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 530 1101 703 48 HCM Lane V/C Ratio 0.427 - 0.341 0.132 HCM Control Delay (s) 0 16.8 0 - 12.8 91.1 HCM Lane LOS A C A B F HCM 95th %tile Q(veh) - 2.1 0 1.5 0.4 Southwood 02/19/2018 BG AM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 3 HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 6 64 122 1 82 288 Future Vol, veh/h 6 64 122 1 82 288 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 3 0 100 2 1 Mvmt Flow 7 74 140 1 94 331 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 494 140 0 0 140 0 Stage 1 140 - - - - - Stage 2 354 - - Critical Hdwy 6.6 6.245 4.13 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - Follow-up Hdwy 3.5 3.3285 2.219 Pot Cap-1 Maneuver 524 904 1442 Stage 1 892 - - Stage 2 687 - - Platoon blocked, % Mov Cap-1 Maneuver 490 904 1442 Mov Cap-2 Maneuver 490 - - Stage 1 892 Stage 2 642 Approach WB NB SB HCM Control Delay, s 9.7 0 1.7 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 843 1442 HCM Lane V/C Ratio 0.095 0.065 HCM Control Delay (s) - 9.7 7.7 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.3 0.2 Southwood 02/19/2018 BG PM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 8.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 28 335 1 16 582 288 1 0 52 177 1 59 Future Vol, veh/h 28 335 1 16 582 288 1 0 52 177 1 59 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 300 115 300 325 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 1 0 0 1 0 0 0 0 1 0 0 Mvmt Flow 29 345 1 16 600 297 1 0 54 182 1 61 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 600 0 0 345 0 0 737 1036 173 863 1036 300 Stage 1 - - - - - - 403 403 - 633 633 - Stage 2 - - 334 633 - 230 403 - Critical Hdwy 4.1 4.1 7.5 6.5 6.9 7.52 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.52 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.52 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.3 3.51 4 3.3 Pot Cap-1 Maneuver 987 1225 310 233 847 250 233 702 Stage 1 - - 601 603 - 437 476 - Stage 2 - - - 659 476 - 755 603 - Platoon blocked, % Mov Cap-1 Maneuver 987 1225 273 223 847 227 223 702 Mov Cap-2 Maneuver - - 273 223 - 227 223 - Stage 1 583 585 424 470 - Stage 2 593 470 686 585 - Approach EB WB NB SB HCM Control Delay, s 0.7 0.1 9.7 50.8 HCM LOS A F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 273 847 987 1225 227 678 HCM Lane V/C Ratio 0.004 0.063 0.029 0.013 0.804 0.091 HCM Control Delay (s) 18.2 9.5 8.8 - 8 64.4 10.8 HCM Lane LOS C A A A F B HCM 95th %tile Q(veh) 0 0.2 0.1 0 5.9 0.3 Southwood 02/19/2018 BG PM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 582 16 167 921 9 1 2 177 18 0 1 Future Vol, veh/h 0 582 16 167 921 9 1 2 177 18 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 1 13 0 1 0 0 0 1 6 0 0 Mvmt Flow 0 606 17 174 959 9 1 2 184 19 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 959 0 0 606 0 0 1434 1913 303 1611 1913 480 Stage 1 - - - - - - 606 606 - 1307 1307 - Stage 2 - - 828 1307 - 304 606 - Critical Hdwy 4.1 4.1 7.5 6.5 6.92 7.62 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.62 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.62 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.31 3.56 4 3.3 Pot Cap-1 Maneuver 725 982 96 69 696 67 69 537 Stage 1 - - 456 490 - 163 232 - Stage 2 - - - 336 232 - 669 490 - Platoon blocked, % Mov Cap-1 Maneuver 725 982 83 57 696 41 57 537 Mov Cap-2 Maneuver - - 83 57 - 41 57 - Stage 1 - - 456 490 163 191 Stage 2 276 191 490 490 Approach EB WB NB SB HCM Control Delay, s 0 1.4 12.9 146.4 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 64 696 725 982 43 HCM Lane V/C Ratio 0.049 0.265 - 0.177 0.46 HCM Control Delay (s) 64.1 12 0 9.5 - 146.4 HCM Lane LOS F B A A F HCM 95th %tile Q(veh) 0.2 1.1 0 - 0.6 1.6 Southwood 02/19/2018 BG PM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 3 APPENDIX G 2030 Total Traffic Analysis CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I GIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 2.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 1 106 316 5 31 88 Future Vol, veh/h 1 106 316 5 31 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 4 2 0 23 4 Mvmt Flow 1 122 363 6 36 101 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 485 363 0 0 363 0 Stage 1 363 - - - - - Stage 2 122 - Critical Hdwy 6.6 6.26 4.445 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 3.338 - 2.4185 Pot Cap-1 Maneuver 530 676 - - 1071 Stage 1 708 - Stage 2 896 - - - Platoon blocked, % Mov Cap-1 Maneuver 512 676 - 1071 Mov Cap-2 Maneuver 512 - - Stage 1 708 - Stage 2 866 Approach WB NB SB HCM Control Delay, s 11.5 0 2.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 674 1071 HCM Lane V/C Ratio 0.182 0.033 HCM Control Delay (s) - 11.5 8.5 HCM Lane LOS B A HCM 95th %tile Q(veh) 0.7 0.1 Southwood 02/19/2018 BG AM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 19.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 56 726 4 68 188 166 0 0 3 204 1 13 Future Vol, veh/h 56 726 4 68 188 166 0 0 3 204 1 13 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - None Storage Length 300 115 300 325 - 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 11 2 0 0 11 4 0 0 0 2 0 18 Mvmt Flow 62 807 4 76 209 184 0 0 3 227 1 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 209 0 0 807 0 0 1187 1291 403 888 1291 104 Stage 1 - - - - - - 931 931 - 360 360 - Stage 2 - - 256 360 - 528 931 - Critical Hdwy 4.32 4.1 7.5 6.5 6.9 7.54 6.5 7.26 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.54 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.54 5.5 - Follow-up Hdwy 2.31 2.2 3.5 4 3.3 3.52 4 3.48 Pot Cap-1 Maneuver 1296 827 146 165 603 238 165 882 Stage 1 - - 291 348 - 631 630 - Stage 2 - - - - 732 630 - 502 348 - Platoon blocked, % Mov Cap-1 Maneuver 1296 827 128 143 603 - 212 143 882 Mov Cap-2 Maneuver - - 128 143 - - 212 143 - Stage 1 277 331 601 572 Stage 2 653 572 475 331 Approach EB WB NB SB HCM Control Delay, s 0.6 1.6 11 121.7 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 603 1296 827 212 644 HCM Lane V/C Ratio 0.006 0.048 0.091 1.069 0.024 HCM Control Delay (s) 0 11 7.9 - 9.8 - 129.3 10.7 HCM Lane LOS A B A A F B HCM 95th %tile Q(veh) - 0 0.2 0.3 10.2 0.1 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 BG AM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 918 27 228 447 11 0 0 215 5 0 1 Future Vol, veh/h 0 918 27 228 447 11 0 0 215 5 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 2 4 3 6 27 0 0 2 0 0 0 Mvmt Flow 0 966 28 240 471 12 0 0 226 5 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 471 0 0 966 0 0 1681 1917 483 1434 1917 235 Stage 1 - - - - - - 966 966 - 951 951 - Stage 2 - - 715 951 - 483 966 - Critical Hdwy 4.1 4.16 7.5 6.5 6.94 7.5 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 2.23 3.5 4 3.32 3.5 4 3.3 Pot Cap-1 Maneuver 1101 703 63 68 530 96 68 773 Stage 1 - - 277 336 - 283 341 - Stage 2 - - - - 392 341 - 539 336 - Platoon blocked, % Mov Cap-1 Maneuver 1101 703 46 45 530 40 45 773 Mov Cap-2 Maneuver - - 46 45 - 40 45 - Stage 1 - 277 336 283 225 - Stage 2 258 225 309 336 - Approach EB WB NB SB HCM Control Delay, s 0 4.2 16.8 91.1 HCM LOS C F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 530 1101 703 48 HCM Lane V/C Ratio 0.427 - 0.341 0.132 HCM Control Delay (s) 0 16.8 0 - 12.8 91.1 HCM Lane LOS A C A B F HCM 95th %tile Q(veh) - 2.1 0 1.5 0.4 Southwood 02/19/2018 BG AM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 3 HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 2.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 6 64 122 1 82 288 Future Vol, veh/h 6 64 122 1 82 288 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 3 0 100 2 1 Mvmt Flow 7 74 140 1 94 331 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 494 140 0 0 140 0 Stage 1 140 - - - - - Stage 2 354 - - Critical Hdwy 6.6 6.245 4.13 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - Follow-up Hdwy 3.5 3.3285 2.219 Pot Cap-1 Maneuver 524 904 1442 Stage 1 892 - - Stage 2 687 - - Platoon blocked, % Mov Cap-1 Maneuver 490 904 1442 Mov Cap-2 Maneuver 490 - - Stage 1 892 Stage 2 642 Approach WB NB SB HCM Control Delay, s 9.7 0 1.7 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 843 1442 HCM Lane V/C Ratio 0.095 0.065 HCM Control Delay (s) - 9.7 7.7 HCM Lane LOS A A HCM 95th %tile Q(veh) 0.3 0.2 Southwood 02/19/2018 BG PM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 8.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 28 335 1 16 582 288 1 0 52 177 1 59 Future Vol, veh/h 28 335 1 16 582 288 1 0 52 177 1 59 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 300 115 300 325 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 1 0 0 1 0 0 0 0 1 0 0 Mvmt Flow 29 345 1 16 600 297 1 0 54 182 1 61 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 600 0 0 345 0 0 737 1036 173 863 1036 300 Stage 1 - - - - - - 403 403 - 633 633 - Stage 2 - - 334 633 - 230 403 - Critical Hdwy 4.1 4.1 7.5 6.5 6.9 7.52 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.52 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.52 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.3 3.51 4 3.3 Pot Cap-1 Maneuver 987 1225 310 233 847 250 233 702 Stage 1 - - 601 603 - 437 476 - Stage 2 - - - 659 476 - 755 603 - Platoon blocked, % Mov Cap-1 Maneuver 987 1225 273 223 847 227 223 702 Mov Cap-2 Maneuver - - 273 223 - 227 223 - Stage 1 583 585 424 470 - Stage 2 593 470 686 585 - Approach EB WB NB SB HCM Control Delay, s 0.7 0.1 9.7 50.8 HCM LOS A F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 273 847 987 1225 227 678 HCM Lane V/C Ratio 0.004 0.063 0.029 0.013 0.804 0.091 HCM Control Delay (s) 18.2 9.5 8.8 - 8 64.4 10.8 HCM Lane LOS C A A A F B HCM 95th %tile Q(veh) 0 0.2 0.1 0 5.9 0.3 Southwood 02/19/2018 BG PM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 582 16 167 921 9 1 2 177 18 0 1 Future Vol, veh/h 0 582 16 167 921 9 1 2 177 18 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 1 13 0 1 0 0 0 1 6 0 0 Mvmt Flow 0 606 17 174 959 9 1 2 184 19 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 959 0 0 606 0 0 1434 1913 303 1611 1913 480 Stage 1 - - - - - - 606 606 - 1307 1307 - Stage 2 - - 828 1307 - 304 606 - Critical Hdwy 4.1 4.1 7.5 6.5 6.92 7.62 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.62 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.62 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.31 3.56 4 3.3 Pot Cap-1 Maneuver 725 982 96 69 696 67 69 537 Stage 1 - - 456 490 - 163 232 - Stage 2 - - - 336 232 - 669 490 - Platoon blocked, % Mov Cap-1 Maneuver 725 982 83 57 696 41 57 537 Mov Cap-2 Maneuver - - 83 57 - 41 57 - Stage 1 - - 456 490 163 191 Stage 2 276 191 490 490 Approach EB WB NB SB HCM Control Delay, s 0 1.4 12.9 146.4 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 64 696 725 982 43 HCM Lane V/C Ratio 0.049 0.265 - 0.177 0.46 HCM Control Delay (s) 64.1 12 0 9.5 - 146.4 HCM Lane LOS F B A A F HCM 95th %tile Q(veh) 0.2 1.1 0 - 0.6 1.6 Southwood 02/19/2018 BG PM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 3 HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 5.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 2 234 300 9 138 83 Future Vol, veh/h 2 234 300 9 138 83 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 4 2 0 23 4 Mvmt Flow 2 269 345 10 159 95 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 710 345 0 0 345 0 Stage 1 345 - - - - - Stage 2 365 - Critical Hdwy 6.6 6.26 4.445 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 3.338 - 2.4185 Pot Cap-1 Maneuver 387 692 - - 1089 Stage 1 722 - Stage 2 679 - - - Platoon blocked, % Mov Cap-1 Maneuver 330 692 - 1089 Mov Cap-2 Maneuver 330 - - Stage 1 722 - Stage 2 580 Approach WB NB SB HCM Control Delay, s 13.6 0 5.5 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 686 1089 HCM Lane V/C Ratio 0.395 0.146 HCM Control Delay (s) - 13.6 8.9 HCM Lane LOS B A HCM 95th %tile Q(veh) 1.9 0.5 Southwood 02/19/2018 TF AM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 30.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 67 801 4 68 277 156 0 0 3 192 1 21 Future Vol, veh/h 67 801 4 68 277 156 0 0 3 192 1 21 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - - None Storage Length 300 115 300 325 - 250 250 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 - Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 11 2 0 0 11 4 0 0 0 2 0 18 Mvmt Flow 74 890 4 76 308 173 0 0 3 213 1 23 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 308 0 0 890 0 0 1345 1498 445 1053 1498 154 Stage 1 - - - - - - 1039 1039 - 459 459 - Stage 2 - - 306 459 - 594 1039 - Critical Hdwy 4.32 - 4.1 7.5 6.5 6.9 7.54 6.5 7.26 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.54 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.54 5.5 - Follow-up Hdwy 2.31 2.2 3.5 4 3.3 3.52 4 3.48 Pot Cap-1 Maneuver 1187 770 112 124 566 -181 124 816 Stage 1 - - 250 310 - 551 570 - Stage 2 - - 684 570 - 458 310 - Platoon blocked, % Mov Cap-1 Maneuver 1187 770 95 105 566 -159 105 816 Mov Cap-2 Maneuver - - 95 105 - - 159 105 - Stage 1 234 291 517 514 Stage 2 598 514 427 291 Approach EB WB NB SB HCM Control Delay, s 0.6 1.4 11.4 220.5 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 566 1187 770 159 624 HCM Lane V/C Ratio 0.006 0.063 0.098 1.342 0.039 HCM Control Delay (s) 0 11.4 8.2 - 10.2 - 244.5 11 HCM Lane LOS A B A B F B HCM 95th %tile Q(veh) - 0 0.2 0.3 13 0.1 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 TF AM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 983 27 236 521 11 0 0 242 5 0 1 Future Vol, veh/h 0 983 27 236 521 11 0 0 242 5 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 2 4 3 6 27 0 0 2 0 0 0 Mvmt Flow 0 1035 28 248 548 12 0 0 255 5 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 548 0 0 1035 0 0 1806 2080 517 1562 2080 274 Stage 1 - - - - - - 1035 1035 - 1045 1045 - Stage 2 - - 771 1045 - 517 1035 - Critical Hdwy 4.1 4.16 7.5 6.5 6.94 7.5 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 2.23 3.5 4 3.32 3.5 4 3.3 Pot Cap-1 Maneuver 1032 661 51 54 503 77 54 730 Stage 1 - - 252 312 - 248 308 - Stage 2 - - - - 363 308 - 515 312 - Platoon blocked, % Mov Cap-1 Maneuver 1032 - 661 - 36 34 503 27 34 730 Mov Cap-2 Maneuver - - 36 34 - 27 34 - Stage 1 - - - 252 312 248 192 - Stage 2 226 192 254 312 - Approach EB WB NB SB HCM Control Delay, s 0 4.2 19.3 143.3 HCM LOS C F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 503 1032 661 32 HCM Lane V/C Ratio 0.506 - 0.376 0.197 HCM Control Delay (s) 0 19.3 0 - 13.7 143.3 HCM Lane LOS A C A B F HCM 95th %tile Q(veh) - 2.8 0 - 1.7 0.6 Southwood 02/19/2018 TF AM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 3 HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 5.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 12 238 116 5 269 273 Future Vol, veh/h 12 238 116 5 269 273 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 3 0 100 2 1 Mvmt Flow 14 274 133 6 309 314 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 908 133 0 0 133 0 Stage 1 133 - - - - - Stage 2 775 - - Critical Hdwy 6.6 6.245 4.13 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - Follow-up Hdwy 3.5 3.3285 2.219 Pot Cap-1 Maneuver 293 913 1451 Stage 1 898 - - Stage 2 420 - - Platoon blocked, % Mov Cap-1 Maneuver 231 913 1451 Mov Cap-2 Maneuver 231 - - Stage 1 898 Stage 2 331 Approach WB NB SB HCM Control Delay, s 12 0 4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 800 1451 HCM Lane V/C Ratio 0.359 0.213 HCM Control Delay (s) 12 8.2 HCM Lane LOS B A HCM 95th %tile Q(veh) - 1.6 0.8 Southwood 02/19/2018 TF PM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 17.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 40 478 1 16 715 272 1 0 52 167 1 73 Future Vol, veh/h 40 478 1 16 715 272 1 0 52 167 1 73 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 300 115 300 325 250 250 Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 1 0 0 1 0 0 0 0 1 0 0 Mvmt Flow 41 493 1 16 737 280 1 0 54 172 1 75 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 737 0 0 493 0 0 977 1345 246 1099 1345 369 Stage 1 - - - - - - 575 575 - 770 770 - Stage 2 - - 402 770 - 329 575 - Critical Hdwy 4.1 4.1 7.5 6.5 6.9 7.52 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.52 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.52 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.3 3.51 4 3.3 Pot Cap-1 Maneuver 878 1081 208 153 760 -168 153 634 Stage 1 - - 475 506 - 362 413 - Stage 2 - - 601 413 - 661 506 - Platoon blocked, % Mov Cap-1 Maneuver 878 1081 174 144 760 -149 144 634 Mov Cap-2 Maneuver - - 174 144 - -149 144 - Stage 1 453 482 345 407 - Stage 2 520 407 586 482 - Approach EB WB NB SB HCM Control Delay, s 0.7 0.1 10.4 129.5 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 174 760 878 1081 149 606 HCM Lane V/C Ratio 0.006 0.071 0.047 0.015 1.155 0.126 HCM Control Delay (s) 25.8 10.1 9.3 - 8.4 181.6 11.8 HCM Lane LOS D B A A F B HCM 95th %tile Q(veh) 0 0.2 0.1 0 9.6 0.4 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 TF PM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 711 16 193 1034 9 1 2 192 18 0 1 Future Vol, veh/h 0 711 16 193 1034 9 1 2 192 18 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 1 13 0 1 0 0 0 1 6 0 0 Mvmt Flow 0 741 17 201 1077 9 1 2 200 19 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1077 0 0 741 0 0 1682 2220 370 1850 2220 539 Stage 1 - - - - - - 741 741 - 1479 1479 - Stage 2 - - 941 1479 - 371 741 - Critical Hdwy 4.1 4.1 7.5 6.5 6.92 7.62 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.62 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.62 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.31 3.56 4 3.3 Pot Cap-1 Maneuver 655 875 63 44 630 44 44 492 Stage 1 - - 379 426 - 127 191 - Stage 2 - - - - 287 191 - 611 426 - Platoon blocked, % Mov Cap-1 Maneuver 655 875 52 34 630 24 34 492 Mov Cap-2 Maneuver - - 52 34 - 24 34 - Stage 1 379 426 127 147 - Stage 2 221 147 415 426 - Approach EB WB NB SB HCM Control Delay, s 0 1.6 14.8 $ 333.4 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 38 630 655 875 25 HCM Lane V/C Ratio 0.082 0.317 - 0.23 0.792 HCM Control Delay (s) 108.1 13.3 0 10.3 - $ 333.4 HCM Lane LOS F B A B F HCM 95th %tile Q(veh) 0.3 1.4 0 0.9 2.4 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 TF PM Peak Hour 2024 Synchro 9 Report Timmons Group SOS Page 3 HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 6.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 2 286 316 9 153 88 Future Vol, veh/h 2 286 316 9 153 88 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 4 2 0 23 4 Mvmt Flow 2 329 363 10 176 101 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 765 363 0 0 363 0 Stage 1 363 - - - - - Stage 2 402 - Critical Hdwy 6.6 6.26 4.445 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - - Follow-up Hdwy 3.5 3.338 - 2.4185 Pot Cap-1 Maneuver 359 676 - - 1071 Stage 1 708 - Stage 2 650 - - - Platoon blocked, % Mov Cap-1 Maneuver 300 676 - 1071 Mov Cap-2 Maneuver 300 - - Stage 1 708 Stage 2 543 Approach WB NB SB HCM Control Delay, s 15.5 0 5.7 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 670 1071 HCM Lane V/C Ratio 0.494 0.164 HCM Control Delay (s) - 15.5 9 HCM Lane LOS C A HCM 95th %tile Q(veh) 2.8 0.6 Southwood 02/19/2018 TF AM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 49.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 77 885 4 68 301 166 0 0 3 204 1 23 Future Vol, veh/h 77 885 4 68 301 166 0 0 3 204 1 23 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None - None - - None Storage Length 300 115 300 325 - 250 250 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 11 2 0 0 11 4 0 0 0 2 0 18 Mvmt Flow 86 983 4 76 334 184 0 0 3 227 1 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 334 0 0 983 0 0 1473 1640 492 1149 1640 167 Stage 1 - - - - - - 1154 1154 - 486 486 - Stage 2 - - 319 486 - 663 1154 - Critical Hdwy 4.32 4.1 - 7.5 6.5 6.9 7.54 6.5 7.26 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.54 5.5 - Critical Hdwy Stg 2 - - - - 6.5 5.5 - 6.54 5.5 - Follow-up Hdwy 2.31 2.2 3.5 4 3.3 3.52 4 3.48 Pot Cap-1 Maneuver 1160 - 711 - 90 101 528 -153 101 800 Stage 1 - - 213 274 - 531 554 - Stage 2 - - - - 673 554 - 417 274 - Platoon blocked, % Mov Cap-1 Maneuver 1160 711 75 84 528 -132 84 800 Mov Cap-2 Maneuver - - 75 84 - -132 84 - Stage 1 - 197 254 492 495 Stage 2 581 495 384 254 Approach EB WB NB SB HCM Control Delay, s 0.7 1.4 11.9 $ 368.7 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 528 1160 711 132 590 HCM Lane V/C Ratio 0.006 0.074 0.106 1.717 0.045 HCM Control Delay (s) 0 11.9 8.3 10.7 - $ 410.7 11.4 HCM Lane LOS A B A B F B HCM 95th %tile Q(veh) - 0 0.2 0.4 16.9 0.1 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 TF AM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 4.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 1077 27 240 560 11 0 0 255 5 0 1 Future Vol, veh/h 0 1077 27 240 560 11 0 0 255 5 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 2 4 3 6 27 0 0 2 0 0 0 Mvmt Flow 0 1134 28 253 589 12 0 0 268 5 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 589 0 0 1134 0 0 1934 2229 567 1662 2229 295 Stage 1 - - - - - - 1134 1134 - 1095 1095 - Stage 2 - - 800 1095 - 567 1134 - Critical Hdwy 4.1 4.16 7.5 6.5 6.94 7.5 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - 6.5 5.5 - 6.5 5.5 - Follow-up Hdwy 2.2 2.23 3.5 4 3.32 3.5 4 3.3 Pot Cap-1 Maneuver 996 - 606 - 41 43 467 65 43 707 Stage 1 - - 219 280 - 231 292 - Stage 2 - - - 349 292 - 481 280 - Platoon blocked, % Mov Cap-1 Maneuver 996 - 606 - 28 25 467 19 25 707 Mov Cap-2 Maneuver - - 28 25 - 19 25 - Stage 1 219 280 231 170 - Stage 2 203 170 205 280 - Approach EB WB NB SB HCM Control Delay, s 0 4.5 22.6 212.7 HCM LOS C F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 467 996 606 23 HCM Lane V/C Ratio 0.575 - 0.417 0.275 HCM Control Delay (s) 0 22.6 0 - 15.1 212.7 HCM Lane LOS A C A C F HCM 95th %tile Q(veh) - 3.5 0 - 2 0.8 Southwood 02/19/2018 TF AM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 3 HCM 2010 TWSC 1: Old Lynchburg Road & Hickory St 02/20/2018 Intersection Int Delay, s/veh 6.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Y t r ) tt Traffic Vol, veh/h 12 269 122 5 313 288 Future Vol, veh/h 12 269 122 5 313 288 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None - None Storage Length 0 200 300 - Veh in Median Storage, # 0 0 - - 0 Grade, % 0 0 - - 0 Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 0 3 0 100 2 1 Mvmt Flow 14 309 140 6 360 331 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1025 140 0 0 140 0 Stage 1 140 - - - - - Stage 2 885 - - Critical Hdwy 6.6 6.245 4.13 Critical Hdwy Stg 1 5.4 - - Critical Hdwy Stg 2 5.8 - - Follow-up Hdwy 3.5 3.3285 2.219 Pot Cap-1 Maneuver 248 904 1442 Stage 1 892 - - Stage 2 369 - - Platoon blocked, % Mov Cap-1 Maneuver 186 904 1442 Mov Cap-2 Maneuver 186 - - Stage 1 892 - Stage 2 277 Approach WB NB SB HCM Control Delay, s 12.9 0 4.3 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) 776 1442 HCM Lane V/C Ratio 0.416 0.249 HCM Control Delay (s) - 12.9 8.3 HCM Lane LOS B A HCM 95th %tile Q(veh) - 2.1 1 Southwood 02/19/2018 TF PM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 1 HCM 2010 TWSC 2: County Complex & Old Lynchburg Road & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 30.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 46 522 1 16 790 288 1 0 52 177 1 83 Future Vol, veh/h 46 522 1 16 790 288 1 0 52 177 1 83 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - - None Storage Length 300 115 300 325 250 250 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 1 0 0 1 0 0 0 0 1 0 0 Mvmt Flow 47 538 1 16 814 297 1 0 54 182 1 86 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 814 0 0 538 0 0 1074 1480 269 1211 1480 407 Stage 1 - - - - - - 633 633 - 847 847 - Stage 2 - - 441 847 - 364 633 - Critical Hdwy 4.1 4.1 7.5 6.5 6.9 7.52 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.52 5.5 - Critical Hdwy Stg 2 - - 6.5 5.5 - 6.52 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.3 3.51 4 3.3 Pot Cap-1 Maneuver 822 1040 177 127 735 -139 127 599 Stage 1 - - 439 476 - 325 381 - Stage 2 - - 570 381 - 630 476 - Platoon blocked, % Mov Cap-1 Maneuver 822 1040 142 118 735 -122 118 599 Mov Cap-2 Maneuver - - 142 118 - -122 118 - Stage 1 414 449 306 375 - Stage 2 480 375 551 449 - Approach EB WB NB SB HCM Control Delay, s 0.8 0.1 10.7 224.9 HCM LOS B F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 142 735 822 1040 122 571 HCM Lane V/C Ratio 0.007 0.073 0.058 0.016 1.496 0.152 HCM Control Delay (s) 30.5 10.3 9.6 - 8.5 - $ 325.8 12.4 HCM Lane LOS D B A A F B HCM 95th %tile Q(veh) 0 0.2 0.2 0 12.9 0.5 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 TF PM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 2 HCM 2010 TWSC 3: Stagecoach/Apt Ent & 5th St Ext 02/20/2018 Intersection Int Delay, s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r ) tt r 4 r Traffic Vol, veh/h 0 769 16 206 1129 9 1 2 200 18 0 1 Future Vol, veh/h 0 769 16 206 1129 9 1 2 200 18 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None - None None - None Storage Length 250 250 315 225 125 - Veh in Median Storage, # - 0 - - 0 - 0 - - 0 Grade, % - 0 - - 0 - 0 - - 0 Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 0 1 13 0 1 0 0 0 1 6 0 0 Mvmt Flow 0 801 17 215 1176 9 1 2 208 19 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1176 0 0 801 0 0 1818 2406 401 2007 2406 588 Stage 1 - - - - - - 801 801 - 1605 1605 - Stage 2 - - 1017 1605 - 402 801 - Critical Hdwy 4.1 4.1 - 7.5 6.5 6.92 7.62 6.5 6.9 Critical Hdwy Stg 1 - - 6.5 5.5 - 6.62 5.5 - Critical Hdwy Stg 2 - - - 6.5 5.5 - 6.62 5.5 - Follow-up Hdwy 2.2 2.2 3.5 4 3.31 3.56 4 3.3 Pot Cap-1 Maneuver 601 831 50 34 602 33 34 457 Stage 1 - - 349 400 - 105 166 - Stage 2 - - - - 258 166 - 585 400 - Platoon blocked, % Mov Cap-1 Maneuver 601 831 40 25 602 -16 25 457 Mov Cap-2 Maneuver - - 40 25 - - 16 25 - Stage 1 349 400 105 123 Stage 2 191 123 381 400 Approach EB WB NB SB HCM Control Delay, s 0 1.7 16 $ 588.8 HCM LOS C F Minor Lane/Maior Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 29 602 601 831 17 HCM Lane V/C Ratio 0.108 0.346 - 0.258 1.164 HCM Control Delay (s) 143.6 14.1 0 10.8 - $ 588.8 HCM Lane LOS F B A B F HCM 95th %tile Q(veh) 0.3 1.5 0 1 2.9 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon Southwood 02/19/2018 TF PM Peak Hour 2030 Synchro 9 Report Timmons Group SOS Page 3