RP051_24 Ad 1.pdf

PDF 7 MB Posted Oct 3, 2024

Attached to: RP051-24 Provision of Engineering Design Services and Construction Document Development for Pedestri
Solicitation number: PE-77023-NONST-2025-000000255
Issued by: Gwinnett County, Georgia

About this file

Written by GovTribe AI · Oct 7, 2024

This document is an addendum related to a request for proposals (RP051-24) issued by Gwinnett County, Georgia for the provision of engineering design services and construction document development for a pedestrian bridge over Pleasant Hill Road at the intersection of Mall Boulevard and Pleasant Hill Road.

The addendum provides an updated concept study and cost estimate for the proposed pedestrian bridge project. The key details include a project description, location, identified improvements, project status, vehicular and pedestrian benefits, considerations, a conceptual layout, and an opinion of probable cost totaling $11,270,000 for preliminary engineering, right-of-way, construction, and contingency. The addendum requires acknowledging receipt on the firm information page of the request for proposal.

View the file

Other files

File	Type	Posted
RP051_24 Cancellation Notice.pdf	PDF	Oct 3, 2024
RP051_24 Ad 2.pdf	PDF	Oct 3, 2024
RP051_24 INV.pdf	PDF	Oct 3, 2024

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

October 4, 2024

Addendum No. 1

RP051-24

Provision of Engineering Design Services and Construction Document Development for Pedestrian Bridge over Pleasant Hill Road at the Intersection of Mall Boulevard and Pleasant Hill Road

ATTACHMENT: Appendix 1 that was mentioned on page 2 of the Invitation.

Acknowledge receipt of this addendum on the firm information page of the request for proposal.

Sincerely, Michael Milstein Purchasing Associate II

Updated Pleasant Hill Road Concept - Report

Project 5

• Location: Pleasant Hill Road at Mall Blvd

• Improvement: Construct pedestrian bridge over Pleasant Hill Rd

• Additional description: Construct a pedestrian bridge over Pleasant Hill Rd. Maintain the traffic signal and full-movement intersection. The project includes lane modifications on side-streets:

maintains both side-street approach lanes and remove one receiving lane on the east side of the intersection

• Identified in prior study: GCPID Area Mobility Study – Project S-5, Tier 2

• Project status: A separate study is underway to develop the concept layout and cost estimate. The latest cost estimate is shown below.

• Vehicular Benefit: Concept maintains access to developments. The bridge location is not expected to be impacted by other planned transportation projects, including the I-85 Interchange reconstruction.

• Pedestrian, Bicycle, and Transit: The construction of a pedestrian overpass would provide a safe and efficient connection between the proposed Gwinnett Place Mall redevelopment site and destinations along both sides of Pleasant Hill Rd. Separately constructed multiuse path segments would need to be constructed to connect the pedestrian bridge to destinations. The project would not impact existing transit bus routes.

• Considerations: The project will require right-of-way and modification to parking spaces. The existing traffic signal will need to be replaced to accommodate the pedestrian bridge. Visibility of the traffic signals under the pedestrian bridge will need to be provided.

• Concept Layout: Location shown in Exhibit C of the latest concept layout.

Opinion of Probable Cost Summary

PE (Engineering) $1,200,000

ROW (Right-of-way) $2,058,000

CST (Construction) $6,767,000

Contingency $1,245,000

Total Cost Estimate $11,270,000

Condition U-turn L T R U-turn L T R U-turn L T R U-turn L T R

Existing Volumes (2024) 0 2 1 2 0 12 1 14 7 12 2,231 20 4 10 1,376 3

Annual Growth Rate 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80%

Growth Factor 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049

Mall Development 167 57 76 31

Reroute

30 Year Design Year (2054) 0 0 0 0 0 220 0 85 5 20 2,835 115 5 50 1,750 5

Condition U-turn L T R U-turn L T R U-turn L T R U-turn L T R

Existing Volumes (2024) 1 31 20 12 0 52 16 56 4 61 1,586 45 5 10 1,367 36

Annual Growth Rate 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80% 0.80%

Growth Factor 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049 1.049

Mall Development 128 44 168 56

Reroute

30 Year Design Year (2054) 0 40 25 20 0 225 20 125 5 80 2,015 260 5 80 1,735 50

P.M. PEAK HOUR

Mall Corners Driveway Mall Blvd Pleasant Hill Rd Pleasant Hill Rd

Eastbound Westbound Northbound Southbound

Mall Corners Driveway Mall Blvd Pleasant Hill Rd Pleasant Hill Rd

Eastbound Westbound Northbound Southbound

A.M. PEAK HOUR

Gwinnett County - Pleasant Hill Road Updated Concept Study Intersection Traffic Volume Development

Intersection #5: Pleasant Hill Rd at Mall Blvd

5/20/2024

HCM 6th Signalized Intersection Summary Existing 2024 5: Pleasant Hill Rd & Mall Blvd AM Peak Hour

Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (veh/h) 2 1 2 12 1 14 7 12 2231 20 4 10 Future Volume (veh/h) 2 1 2 12 1 14 7 12 2231 20 4 10 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 2 1 2 13 1 15 13 2348 21 11 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 78 14 27 77 46 39 357 4419 39 174 Arrive On Green 0.02 0.02 0.02 0.02 0.02 0.02 0.01 0.85 0.85 0.01 Sat Flow, veh/h 1397 557 1113 1414 1870 1585 1781 5219 47 1781 Grp Volume(v), veh/h 2 0 3 13 1 15 13 1530 839 11 Grp Sat Flow(s),veh/h/ln 1397 0 1670 1414 1870 1585 1781 1702 1862 1781 Q Serve(g_s), s 0.2 0.0 0.3 1.5 0.1 1.5 0.2 20.0 20.1 0.1 Cycle Q Clear(g_c), s 0.3 0.0 0.3 1.7 0.1 1.5 0.2 20.0 20.1 0.1 Prop In Lane 1.00 0.67 1.00 1.00 1.00 0.03 1.00 Lane Grp Cap(c), veh/h 78 0 41 77 46 39 357 2882 1577 174 V/C Ratio(X) 0.03 0.00 0.07 0.17 0.02 0.39 0.04 0.53 0.53 0.06 Avail Cap(c_a), veh/h 538 0 590 544 664 563 465 2882 1577 288 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.81 0.81 0.81 0.83 Uniform Delay (d), s/veh 76.3 0.0 76.3 77.1 76.2 76.9 1.9 3.4 3.4 3.0 Incr Delay (d2), s/veh 0.1 0.0 0.8 1.0 0.2 6.3 0.0 0.6 1.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.0 0.1 0.6 0.0 0.7 0.0 5.1 5.8 0.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 76.5 0.0 77.0 78.2 76.4 83.1 2.0 4.0 4.5 3.1 LnGrp LOS E A E E E F A A A A Approach Vol, veh/h 5 29 2382 Approach Delay, s/veh 76.8 80.7 4.1 Approach LOS E F A

Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 141.8 10.4 8.3 141.3 10.4 Change Period (Y+Rc), s 5.9 * 6.3 6.5 * 6.1 * 6.3 * 6.5 Max Green Setting (Gmax), s 12.1 * 73 56.5 * 12 * 73 * 57 Max Q Clear Time (g_c+I1), s 2.1 22.1 2.3 2.2 11.5 3.7 Green Ext Time (p_c), s 0.0 30.6 0.0 0.0 13.6 0.1

Intersection Summary HCM 6th Ctrl Delay 4.4 HCM 6th LOS A

Notes User approved ignoring U-Turning movement.

* HCM 6th computational engine requires equal clearance times for the phases crossing the barrier.

Synchro 11 Report

Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 1376 3 Future Volume (veh/h) 1376 3 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 1448 3 Peak Hour Factor 0.95 0.95 Percent Heavy Veh, % 2 2 Cap, veh/h 4440 9 Arrive On Green 0.84 0.84 Sat Flow, veh/h 5262 11 Grp Volume(v), veh/h 937 514 Grp Sat Flow(s),veh/h/ln 1702 1868 Q Serve(g_s), s 9.5 9.5 Cycle Q Clear(g_c), s 9.5 9.5 Prop In Lane 0.01 Lane Grp Cap(c), veh/h 2872 1577 V/C Ratio(X) 0.33 0.33 Avail Cap(c_a), veh/h 2872 1577 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I) 0.83 0.83 Uniform Delay (d), s/veh 2.7 2.7 Incr Delay (d2), s/veh 0.3 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 2.7 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 2.9 3.2 LnGrp LOS A A Approach Vol, veh/h 1462 Approach Delay, s/veh 3.0 Approach LOS A

Timer - Assigned Phs

5: Pleasant Hill Rd & Mall Blvd PM Peak Hour

Synchro 11 Report

Movement EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU Lane Configurations Traffic Volume (veh/h) 1 31 20 12 52 16 56 4 61 1586 45 5 Future Volume (veh/h) 1 31 20 12 52 16 56 4 61 1586 45 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1826 1826 1826 Adj Flow Rate, veh/h 32 21 12 54 16 58 63 1635 46 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 5 5 5 Cap, veh/h 125 79 45 115 132 112 346 4029 113 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 0.03 0.81 0.81 Sat Flow, veh/h 1326 1117 638 1376 1870 1585 1739 4984 140 Grp Volume(v), veh/h 32 0 33 54 16 58 63 1090 591 Grp Sat Flow(s),veh/h/ln 1326 0 1755 1376 1870 1585 1739 1662 1801 Q Serve(g_s), s 3.9 0.0 3.0 6.6 1.4 6.0 1.2 15.9 15.9 Cycle Q Clear(g_c), s 5.3 0.0 3.0 9.6 1.4 6.0 1.2 15.9 15.9 Prop In Lane 1.00 0.36 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 125 0 124 115 132 112 346 2687 1456 V/C Ratio(X) 0.26 0.00 0.27 0.47 0.12 0.52 0.18 0.41 0.41 Avail Cap(c_a), veh/h 309 0 367 308 394 334 419 2687 1456 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.88 0.88 0.88 Uniform Delay (d), s/veh 76.6 0.0 74.9 79.4 74.1 76.2 3.6 4.6 4.6 Incr Delay (d2), s/veh 1.1 0.0 1.1 3.0 0.4 3.7 0.2 0.4 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 1.4 2.4 0.7 2.6 0.4 4.8 5.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 77.6 0.0 76.0 82.4 74.5 79.9 3.8 5.0 5.4 LnGrp LOS E A E F E E A A A Approach Vol, veh/h 65 128 1744 Approach Delay, s/veh 76.8 80.3 5.1 Approach LOS E F A

Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 7.8 143.7 18.5 10.8 140.7 18.5 Change Period (Y+Rc), s 5.9 * 6.3 6.5 * 6.1 * 6.3 * 6.5 Max Green Setting (Gmax), s 12.1 * 1E2 35.5 * 12 * 1E2 * 36 Max Q Clear Time (g_c+I1), s 2.2 17.9 7.3 3.2 16.0 11.6 Green Ext Time (p_c), s 0.0 18.7 0.2 0.1 14.0 0.4

Intersection Summary HCM 6th Ctrl Delay 9.5 HCM 6th LOS A

Notes

Synchro 11 Report

Movement SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 1367 36 Future Volume (veh/h) 10 1367 36 Initial Q (Qb), veh 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1826 1826 1826 Adj Flow Rate, veh/h 10 1409 37 Peak Hour Factor 0.97 0.97 0.97 Percent Heavy Veh, % 5 5 5 Cap, veh/h 267 3948 104 Arrive On Green 0.01 0.79 0.79 Sat Flow, veh/h 1739 4994 131 Grp Volume(v), veh/h 10 938 508 Grp Sat Flow(s),veh/h/ln 1739 1662 1802 Q Serve(g_s), s 0.2 14.0 14.0 Cycle Q Clear(g_c), s 0.2 14.0 14.0 Prop In Lane 1.00 0.07 Lane Grp Cap(c), veh/h 267 2627 1425 V/C Ratio(X) 0.04 0.36 0.36 Avail Cap(c_a), veh/h 371 2627 1425 HCM Platoon Ratio 1.00 1.00 1.00 Upstream Filter(I) 0.47 0.47 0.47 Uniform Delay (d), s/veh 3.9 5.2 5.2 Incr Delay (d2), s/veh 0.0 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 4.4 4.8 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 3.9 5.4 5.5 LnGrp LOS A A A Approach Vol, veh/h 1456 Approach Delay, s/veh 5.4 Approach LOS A

SimTraffic Performance Report Existing 2024 Baseline AM Peak Hour

SimTraffic Report

5: Pleasant Hill Rd & Mall Blvd Performance by movement

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.1 0.1 4.2 0.3 0.1 0.0 0.1 0.0 0.0 15.0 12.8 Total Delay (hr) 0.0 0.0 0.1 0.4 0.0 0.0 0.1 0.1 4.6 0.0 0.0 0.1 Total Del/Veh (s) 80.0 52.5 105.4 111.8 79.8 10.2 104.9 31.2 9.9 12.2 42.4 46.8 Stop Delay (hr) 0.0 0.0 0.1 0.4 0.0 0.0 0.1 0.1 2.5 0.0 0.0 0.1 Stop Del/Veh (s) 78.7 49.8 105.1 110.2 76.3 10.0 102.1 27.5 5.3 8.4 34.9 36.6 Vehicles Entered 2 1 3 11 1 14 5 8 1685 13 3 7 Vehicles Exited 2 1 3 11 1 15 5 8 1681 13 3 7 Hourly Exit Rate 2 1 3 11 1 15 5 8 1681 13 3 7 Input Volume 2 1 2 12 1 14 7 12 2231 20 4 10 % of Volume 100 100 150 92 100 107 71 67 75 65 75 70 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0 0

5: Pleasant Hill Rd & Mall Blvd Performance by movement

Movement SBT SBR All Denied Delay (hr) 9.2 0.0 9.2 Denied Del/Veh (s) 40.9 0.0 13.0 Total Delay (hr) 40.2 0.3 46.1 Total Del/Veh (s) 183.8 516.7 65.1 Stop Delay (hr) 37.4 0.3 41.1 Stop Del/Veh (s) 171.3 517.6 58.1 Vehicles Entered 782 2 2537 Vehicles Exited 745 1 2496 Hourly Exit Rate 745 1 2496 Input Volume 1403 3 3722 % of Volume 53 33 67 Denied Entry Before 0 0 0 Denied Entry After 24 0 24

Queuing and Blocking Report Existing 2024

SimTraffic Report

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement EB EB WB WB WB NB NB NB NB SB SB SB Directions Served UL TR UL T R UL T T TR UL T T Maximum Queue (ft) 24 40 62 18 38 105 366 371 403 88 723 725 Average Queue (ft) 2 5 15 1 11 14 103 104 124 6 425 524 95th Queue (ft) 13 24 46 11 35 62 295 294 334 52 916 957 Link Distance (ft) 251 251 309 309 591 591 591 692 692 Upstream Blk Time (%) 13 18 Queuing Penalty (veh) 59 83 Storage Bay Dist (ft) 100 270 185 Storage Blk Time (%) 0 2 11 Queuing Penalty (veh) 0 0 2

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement SB Directions Served TR Maximum Queue (ft) 715 Average Queue (ft) 579 95th Queue (ft) 980 Link Distance (ft) 692 Upstream Blk Time (%) 60 Queuing Penalty (veh) 278 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh)

SimTraffic Performance Report Existing 2024 PM Peak Hour

SimTraffic Report

5: Pleasant Hill Rd & Mall Blvd Performance by movement

Movement EBU EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU Denied Delay (hr) 0.0 0.0 0.0 0.0 7.5 2.3 9.0 0.0 0.0 0.1 0.0 0.0 Denied Del/Veh (s) 3.0 5.5 1.8 530.5 513.3 521.0 0.0 0.2 0.3 0.3 0.0 Total Delay (hr) 0.0 0.7 1.5 1.0 8.9 1.3 0.1 0.1 0.6 9.1 0.2 0.1 Total Del/Veh (s) 83.9 242.6 265.5 1072.5 472.5 13.2 144.9 43.8 26.8 22.6 95.8 Stop Delay (hr) 0.0 0.7 1.5 1.0 8.9 1.3 0.1 0.1 0.5 6.3 0.1 0.1 Stop Del/Veh (s) 81.3 239.4 265.0 1071.8 469.7 12.9 140.3 37.7 18.5 16.0 83.8 Vehicles Entered 0 30 22 13 30 9 35 2 46 1208 33 3 Vehicles Exited 0 29 21 12 18 8 35 2 46 1214 33 3 Hourly Exit Rate 0 29 21 12 18 8 35 2 46 1214 33 3 Input Volume 1 31 20 12 52 16 56 4 61 1647 45 5 % of Volume 0 94 105 100 35 50 62 50 75 74 73 60 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 21 7 27 0 0 1 0 0

5: Pleasant Hill Rd & Mall Blvd Performance by movement

Movement SBL SBT SBR All Denied Delay (hr) 0.0 0.1 0.1 19.1 Denied Del/Veh (s) 0.0 0.4 15.0 29.3 Total Delay (hr) 0.2 64.3 3.0 91.1 Total Del/Veh (s) 117.0 277.0 559.9 142.1 Stop Delay (hr) 0.2 61.8 3.0 85.5 Stop Del/Veh (s) 103.9 266.0 563.0 133.4 Vehicles Entered 6 832 19 2288 Vehicles Exited 6 764 15 2206 Hourly Exit Rate 6 764 15 2206 Input Volume 10 1422 36 3418 % of Volume 60 54 42 65 Denied Entry Before 0 0 0 0 Denied Entry After 0 0 0 56

Queuing and Blocking Report Existing 2024

SimTraffic Report

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement EB EB WB WB WB NB NB NB NB SB SB SB Directions Served UL TR UL T R UL T T TR UL T T Maximum Queue (ft) 114 173 124 316 119 272 457 412 435 208 744 741 Average Queue (ft) 36 76 106 210 21 67 252 229 261 22 597 616 95th Queue (ft) 89 190 153 430 70 215 452 406 441 123 972 963 Link Distance (ft) 251 251 309 309 591 591 591 692 692 Upstream Blk Time (%) 2 54 2 26 35 Queuing Penalty (veh) 0 0 13 126 172 Storage Bay Dist (ft) 100 270 185 Storage Blk Time (%) 76 1 0 9 60 Queuing Penalty (veh) 12 0 1 6 9

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement SB Directions Served TR Maximum Queue (ft) 727 Average Queue (ft) 621 95th Queue (ft) 943 Link Distance (ft) 692 Upstream Blk Time (%) 55 Queuing Penalty (veh) 270 Storage Bay Dist (ft)

HCM 6th Signalized Intersection Summary No Build 2054

Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Lane Configurations Traffic Volume (veh/h) 0 0 0 220 0 85 5 20 2835 115 5 50 Future Volume (veh/h) 0 0 0 220 0 85 5 20 2835 115 5 50 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 0 0 232 0 89 21 2984 121 53 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 45 274 0 306 274 232 220 3569 143 115 Arrive On Green 0.00 0.00 0.00 0.15 0.00 0.15 0.02 0.71 0.71 0.03 Sat Flow, veh/h 1308 1870 0 1781 1870 1585 1781 5037 202 1781 Grp Volume(v), veh/h 0 0 0 232 0 89 21 2004 1101 53 Grp Sat Flow(s),veh/h/ln 1308 1870 0 1781 1870 1585 1781 1702 1834 1781 Q Serve(g_s), s 0.0 0.0 0.0 20.5 0.0 8.1 0.5 66.7 70.1 1.3 Cycle Q Clear(g_c), s 0.0 0.0 0.0 20.5 0.0 8.1 0.5 66.7 70.1 1.3 Prop In Lane 1.00 0.00 1.00 1.00 1.00 0.11 1.00 Lane Grp Cap(c), veh/h 45 274 0 306 274 232 220 2412 1299 115 V/C Ratio(X) 0.00 0.00 0.00 0.76 0.00 0.38 0.10 0.83 0.85 0.46 Avail Cap(c_a), veh/h 315 660 0 677 664 563 318 2412 1299 199 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 0.00 1.00 0.00 1.00 0.51 0.51 0.51 0.62 Uniform Delay (d), s/veh 0.0 0.0 0.0 67.0 0.0 61.8 7.8 16.5 17.0 38.0 Incr Delay (d2), s/veh 0.0 0.0 0.0 3.9 0.0 1.0 0.1 1.8 3.7 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.0 0.0 0.0 9.7 0.0 3.4 0.2 24.0 27.9 1.5 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.0 0.0 70.9 0.0 62.8 7.9 18.4 20.7 39.8 LnGrp LOS A A A E A E A B C D Approach Vol, veh/h 0 321 3126 Approach Delay, s/veh 0.0 68.7 19.1 Approach LOS E B

Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.4 119.7 29.9 9.1 121.0 29.9 Change Period (Y+Rc), s 5.9 * 6.3 6.5 * 6.1 * 6.3 * 6.5 Max Green Setting (Gmax), s 12.1 * 73 56.5 * 12 * 73 * 57 Max Q Clear Time (g_c+I1), s 3.3 72.1 0.0 2.5 26.5 22.5 Green Ext Time (p_c), s 0.0 0.6 0.0 0.0 19.4 1.0

Intersection Summary HCM 6th Ctrl Delay 19.3 HCM 6th LOS B

Notes

HCM 6th Signalized Intersection Summary No Build 2054

Synchro 11 Report

Movement SBT SBR Lane Configurations Traffic Volume (veh/h) 1750 5 Future Volume (veh/h) 1750 5 Initial Q (Qb), veh 0 0 Ped-Bike Adj(A_pbT) 1.00 Parking Bus, Adj 1.00 1.00 Work Zone On Approach No Adj Sat Flow, veh/h/ln 1870 1870 Adj Flow Rate, veh/h 1842 5 Peak Hour Factor 0.95 0.95 Percent Heavy Veh, % 2 2 Cap, veh/h 3768 10 Arrive On Green 0.72 0.72 Sat Flow, veh/h 5258 14 Grp Volume(v), veh/h 1193 654 Grp Sat Flow(s),veh/h/ln 1702 1868 Q Serve(g_s), s 24.5 24.5 Cycle Q Clear(g_c), s 24.5 24.5 Prop In Lane 0.01 Lane Grp Cap(c), veh/h 2439 1338 V/C Ratio(X) 0.49 0.49 Avail Cap(c_a), veh/h 2439 1338 HCM Platoon Ratio 1.00 1.00 Upstream Filter(I) 0.62 0.62 Uniform Delay (d), s/veh 9.9 9.9 Incr Delay (d2), s/veh 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.6 9.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 10.3 10.7 LnGrp LOS B B Approach Vol, veh/h 1900 Approach Delay, s/veh 11.3 Approach LOS B

SimTraffic Performance Report No Build 2054

SimTraffic Report

5: Pleasant Hill Rd & Mall Blvd Performance by movement

Movement WBL WBR NBU NBL NBT NBR SBU SBL SBT SBR All Denied Delay (hr) 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.7 Denied Del/Veh (s) 3.8 0.3 0.0 0.1 0.0 0.0 0.7 0.0 0.9 0.0 0.6 Total Delay (hr) 3.6 0.6 0.0 0.1 7.9 0.3 0.1 0.7 21.4 0.1 34.7 Total Del/Veh (s) 58.8 23.2 35.3 24.3 13.7 12.1 47.7 48.4 46.1 69.2 29.6 Stop Delay (hr) 3.4 0.5 0.0 0.1 4.2 0.2 0.1 0.5 14.6 0.1 23.6 Stop Del/Veh (s) 54.4 22.3 32.1 19.9 7.2 6.6 40.1 38.7 31.4 57.2 20.1 Vehicles Entered 215 86 4 16 2068 84 5 49 1658 4 4189 Vehicles Exited 220 87 4 16 2061 83 5 49 1625 4 4154 Hourly Exit Rate 220 87 4 16 2061 83 5 49 1625 4 4154 Input Volume 220 85 5 20 2835 115 5 50 1786 5 5126 % of Volume 100 102 80 80 73 72 100 98 91 80 81 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0

6: Pleasant Hill Rd & Gwinnett Place Dr Performance by movement

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Denied Delay (hr) 0.0 0.0 0.0 151.4 2.8 6.4 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.2 0.2 1088.2 1105.1 1051.4 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 1.1 1.0 0.1 21.6 0.1 0.1 0.2 0.5 5.5 0.3 0.2 21.9 Total Del/Veh (s) 64.3 78.2 57.9 317.2 127.3 24.9 53.4 41.1 9.6 5.2 35.3 44.4 Stop Delay (hr) 1.1 0.9 0.1 21.4 0.1 0.1 0.2 0.4 3.1 0.0 0.1 14.3 Stop Del/Veh (s) 61.3 73.9 56.0 314.3 124.2 24.5 51.5 37.6 5.4 0.8 27.0 29.0 Vehicles Entered 60 43 5 220 4 9 16 41 2052 200 18 1773 Vehicles Exited 61 43 5 224 4 8 16 41 2047 200 18 1741 Hourly Exit Rate 61 43 5 224 4 8 16 41 2047 200 18 1741 Input Volume 60 40 5 485 10 20 25 55 2841 290 20 1930 % of Volume 102 108 100 46 40 40 64 75 72 69 90 90 Denied Entry Before 0 0 0 20 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 281 5 13 0 0 0 0 0 0

6: Pleasant Hill Rd & Gwinnett Place Dr Performance by movement

Movement SBR All Denied Delay (hr) 0.0 160.6 Denied Del/Veh (s) 0.0 121.4 Total Delay (hr) 0.5 53.0 Total Del/Veh (s) 68.5 42.3 Stop Delay (hr) 0.4 42.3 Stop Del/Veh (s) 54.4 33.8 Vehicles Entered 25 4466 Vehicles Exited 25 4433 Hourly Exit Rate 25 4433 Input Volume 25 5806 % of Volume 100 76 Denied Entry Before 0 20 Denied Entry After 0 299

Queuing and Blocking Report No Build 2054

SimTraffic Report

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement WB WB WB NB NB NB NB SB SB SB SB Directions Served UL T R UL T T TR UL T T TR Maximum Queue (ft) 124 306 117 102 366 361 392 209 639 676 689 Average Queue (ft) 115 122 47 16 160 160 182 51 309 412 525 95th Queue (ft) 141 307 92 64 269 265 288 153 633 749 813 Link Distance (ft) 309 309 591 591 591 692 692 692 Upstream Blk Time (%) 1 0 1 5 Queuing Penalty (veh) 0 1 3 31 Storage Bay Dist (ft) 100 270 185 Storage Blk Time (%) 40 1 0 7 Queuing Penalty (veh) 0 0 0 4

Intersection: 6: Pleasant Hill Rd & Gwinnett Place Dr

Movement EB EB WB WB WB NB NB NB NB NB SB SB Directions Served L TR UL L TR UL T T T R UL T Maximum Queue (ft) 144 133 337 349 48 136 255 268 310 150 110 592 Average Queue (ft) 58 54 267 322 13 45 132 134 157 53 17 267 95th Queue (ft) 117 108 389 336 41 98 227 230 270 165 64 555 Link Distance (ft) 332 332 305 305 305 356 356 356 591 Upstream Blk Time (%) 26 99 0 0 0 0 Queuing Penalty (veh) 0 0 0 0 1 0 Storage Bay Dist (ft) 200 125 220 Storage Blk Time (%) 1 14 0 3 Queuing Penalty (veh) 1 39 1 1

Intersection: 6: Pleasant Hill Rd & Gwinnett Place Dr

Movement SB SB Directions Served T TR Maximum Queue (ft) 636 611 Average Queue (ft) 367 537 95th Queue (ft) 670 735 Link Distance (ft) 591 591 Upstream Blk Time (%) 2 13 Queuing Penalty (veh) 15 86 Storage Bay Dist (ft)

SimTraffic Report

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Intersection: 6: Pleasant Hill Rd & Gwinnett Place Dr

SimTraffic Report

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement EB EB WB WB WB NB NB NB NB SB SB SB Directions Served UL TR UL T R UL T T TR UL T T Maximum Queue (ft) 110 124 125 332 160 294 492 465 484 186 600 650 Average Queue (ft) 36 40 121 270 57 73 299 284 331 87 310 351 95th Queue (ft) 84 93 134 421 123 208 475 453 482 223 730 774 Link Distance (ft) 251 251 309 309 591 591 591 692 692 Upstream Blk Time (%) 53 0 1 Queuing Penalty (veh) 0 3 8 Storage Bay Dist (ft) 100 270 185 Storage Blk Time (%) 78 0 0 11 0 32 Queuing Penalty (veh) 16 1 0 10 0 27

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement SB Directions Served TR Maximum Queue (ft) 659 Average Queue (ft) 379 95th Queue (ft) 795 Link Distance (ft) 692 Upstream Blk Time (%) 4 Queuing Penalty (veh) 25 Storage Bay Dist (ft)

HCM 6th Signalized Intersection Summary Build 2054

Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 0 0 0 220 0 85 5 20 2835 115 5 50 1750 5 Future Volume (veh/h) 0 0 0 220 0 85 5 20 2835 115 5 50 1750 5 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 0 0 0 232 0 89 21 2984 0 53 1842 5 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 2 2 2 2 2 2 2 2 2 2 2 2 Cap, veh/h 45 1 0 301 245 208 226 3695 122 3847 10 Arrive On Green 0.00 0.00 0.00 0.14 0.00 0.13 0.02 0.72 0.00 0.03 0.73 0.73 Sat Flow, veh/h 1308 1870 0 1781 1870 1585 1781 5274 0 1781 5258 14 Grp Volume(v), veh/h 0 0 0 232 0 89 21 2984 0 53 1193 654 Grp Sat Flow(s),veh/h/ln1308 1870 0 1781 1870 1585 1781 1702 0 1781 1702 1868 Q Serve(g_s), s 0.0 0.0 0.0 20.5 0.0 8.3 0.5 62.2 0.0 1.2 23.1 23.2 Cycle Q Clear(g_c), s 0.0 0.0 0.0 20.5 0.0 8.3 0.5 62.2 0.0 1.2 23.1 23.2 Prop In Lane 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.01 Lane Grp Cap(c), veh/h 45 1 0 301 245 208 226 3695 122 2491 1367 V/C Ratio(X) 0.00 0.00 0.00 0.77 0.00 0.43 0.09 0.81 0.43 0.48 0.48 Avail Cap(c_a), veh/h 249 216 0 418 664 563 324 3695 207 2491 1367 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 0.00 0.00 1.00 0.00 1.00 0.42 0.42 0.00 0.66 0.66 0.66 Uniform Delay (d), s/veh 0.0 0.0 0.0 67.3 0.0 64.0 7.0 14.7 0.0 33.3 8.9 8.9 Incr Delay (d2), s/veh 0.0 0.0 0.0 5.8 0.0 1.4 0.1 0.9 0.0 1.6 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.0 0.0 0.0 9.9 0.0 3.4 0.2 21.8 0.0 1.6 8.0 9.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 0.0 0.0 0.0 73.1 0.0 65.4 7.1 15.6 0.0 34.9 9.3 9.7 LnGrp LOS A A A E A E A B C A A Approach Vol, veh/h 0 321 3005 1900 Approach Delay, s/veh 0.0 71.0 15.5 10.1 Approach LOS E B B

Timer - Assigned Phs 1 2 3 4 5 6 8 Phs Duration (G+Y+Rc), s10.4 122.1 27.5 0.0 9.1 123.4 27.5 Change Period (Y+Rc), s 5.9 * 6.3 4.5 6.5 * 6.1 * 6.3 * 6.5 Max Green Setting (Gmax), s12.1 * 73 33.5 18.5 * 12 * 73 * 57 Max Q Clear Time (g_c+I1), s3.2 64.2 22.5 0.0 2.5 25.2 10.3 Green Ext Time (p_c), s 0.0 8.2 0.5 0.0 0.0 19.6 0.3

Intersection Summary HCM 6th Ctrl Delay 17.0 HCM 6th LOS B

Notes User approved ignoring U-Turning movement.

Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

HCM 6th Signalized Intersection Summary Build 2054

Synchro 11 Report

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 25 20 225 20 125 5 80 2015 260 5 80 1735 50 Future Volume (veh/h) 40 25 20 225 20 125 5 80 2015 260 5 80 1735 50 Initial Q (Qb), veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1826 1826 1826 1826 1826 1826 Adj Flow Rate, veh/h 41 26 21 232 21 129 82 2077 0 82 1789 52 Peak Hour Factor 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Percent Heavy Veh, % 2 2 2 2 2 2 5 5 5 5 5 5 Cap, veh/h 100 44 36 211 285 241 226 3534 190 3523 102 Arrive On Green 0.05 0.05 0.05 0.08 0.15 0.15 0.03 0.71 0.00 0.03 0.71 0.71 Sat Flow, veh/h 1237 958 773 1781 1870 1585 1739 5149 0 1739 4978 145 Grp Volume(v), veh/h 41 0 47 232 21 129 82 2077 0 82 1194 647 Grp Sat Flow(s),veh/h/ln1237 0 1731 1781 1870 1585 1739 1662 0 1739 1662 1800 Q Serve(g_s), s 5.6 0.0 4.5 13.5 1.6 12.8 2.2 35.3 0.0 2.2 27.9 27.9 Cycle Q Clear(g_c), s 5.6 0.0 4.5 13.5 1.6 12.8 2.2 35.3 0.0 2.2 27.9 27.9 Prop In Lane 1.00 0.45 1.00 1.00 1.00 0.00 1.00 0.08 Lane Grp Cap(c), veh/h 100 0 80 211 285 241 226 3534 190 2352 1274 V/C Ratio(X) 0.41 0.00 0.59 1.10 0.07 0.53 0.36 0.59 0.43 0.51 0.51 Avail Cap(c_a), veh/h 279 0 331 211 427 362 298 3534 264 2352 1274 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 0.66 0.66 0.00 0.76 0.76 0.76 Uniform Delay (d), s/veh 79.9 0.0 79.5 73.6 61.8 66.5 9.6 12.3 0.0 12.5 11.3 11.3 Incr Delay (d2), s/veh 2.7 0.0 6.6 91.7 0.1 1.8 0.6 0.5 0.0 1.2 0.6 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.9 0.0 2.2 8.0 0.8 5.3 0.8 12.5 0.0 1.0 9.9 11.0 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 82.6 0.0 86.1 165.3 61.9 68.3 10.3 12.8 0.0 13.6 11.9 12.4 LnGrp LOS F A F F E E B B B B B Approach Vol, veh/h 88 382 2159 1923 Approach Delay, s/veh 84.5 126.9 12.7 12.2 Approach LOS F F B B

Timer - Assigned Phs 1 2 3 4 5 6 8 Phs Duration (G+Y+Rc), s10.8 126.8 18.0 14.4 11.0 126.6 32.4 Change Period (Y+Rc), s 5.9 * 6.3 4.5 6.5 * 6.1 * 6.3 * 6.5 Max Green Setting (Gmax), s12.1 * 89 13.5 32.5 * 12 * 89 * 39 Max Q Clear Time (g_c+I1), s4.2 37.3 15.5 7.6 4.2 29.9 14.8 Green Ext Time (p_c), s 0.1 26.7 0.0 0.3 0.1 21.0 0.5

Intersection Summary HCM 6th Ctrl Delay 23.5 HCM 6th LOS C

Notes User approved ignoring U-Turning movement.

Unsignalized Delay for [NBR] is excluded from calculations of the approach delay and intersection delay.

SimTraffic Performance Report Build New Concept 2054

SimTraffic Report

5: Pleasant Hill Rd & Mall Blvd Performance by movement

Movement WBL WBR NBU NBL NBT NBR SBU SBL SBT SBR All Denied Delay (hr) 28.1 10.3 0.0 0.0 0.2 0.0 0.1 0.9 32.0 0.0 71.6 Denied Del/Veh (s) 448.9 426.5 0.0 0.1 0.3 1.0 55.7 72.3 75.0 35.7 62.9 Total Delay (hr) 12.3 0.4 0.1 0.1 8.9 0.3 0.1 0.6 34.6 0.2 57.5 Total Del/Veh (s) 259.8 21.8 67.3 35.9 15.2 13.9 53.0 50.6 84.2 143.5 52.2 Stop Delay (hr) 12.2 0.4 0.1 0.1 3.6 0.1 0.0 0.5 26.7 0.2 43.9 Stop Del/Veh (s) 258.2 21.0 64.1 29.6 6.2 5.0 44.8 39.9 65.0 133.6 39.8 Vehicles Entered 163 64 3 15 2091 82 4 43 1469 5 3939 Vehicles Exited 156 63 2 14 2062 80 4 43 1434 4 3862 Hourly Exit Rate 156 63 2 14 2062 80 4 43 1434 4 3862 Input Volume 220 85 5 20 2835 115 5 50 1778 5 5118 % of Volume 71 74 40 70 73 70 80 86 81 80 75 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 62 23 0 0 2 0 0 2 69 0 158

6: Pleasant Hill Rd & Gwinnett Place Dr Performance by movement

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT Denied Delay (hr) 0.0 0.0 0.0 140.2 3.0 5.6 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.1 0.1 0.2 989.6 1077.9 952.5 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay (hr) 1.1 0.9 1.1 15.2 0.2 0.1 0.8 9.3 9.9 0.3 0.2 30.3 Total Del/Veh (s) 61.9 80.4 19.8 196.4 109.5 35.8 80.2 79.7 15.0 9.8 45.9 70.0 Stop Delay (hr) 1.0 0.9 0.9 14.8 0.2 0.1 0.8 8.4 5.9 0.1 0.2 21.5 Stop Del/Veh (s) 59.0 76.2 17.3 192.0 106.5 35.6 73.3 72.0 8.9 4.8 35.6 49.7 Vehicles Entered 60 39 191 262 6 11 36 407 2371 93 19 1540 Vehicles Exited 62 40 193 262 6 11 37 415 2357 92 18 1504 Hourly Exit Rate 62 40 193 262 6 11 37 415 2357 92 18 1504 Input Volume 60 40 190 485 10 20 50 565 3250 125 20 1930 % of Volume 103 100 102 54 60 55 74 73 73 74 90 78 Denied Entry Before 0 0 0 32 0 2 0 0 0 0 0 0 Denied Entry After 0 0 0 248 4 10 0 0 0 0 0 0

6: Pleasant Hill Rd & Gwinnett Place Dr Performance by movement

Movement SBR All Denied Delay (hr) 0.0 148.8 Denied Del/Veh (s) 0.0 100.8 Total Delay (hr) 0.5 69.8 Total Del/Veh (s) 101.8 49.1 Stop Delay (hr) 0.4 55.1 Stop Del/Veh (s) 83.2 38.8 Vehicles Entered 18 5053 Vehicles Exited 18 5015 Hourly Exit Rate 18 5015 Input Volume 25 6770 % of Volume 72 74 Denied Entry Before 0 34 Denied Entry After 0 262

Queuing and Blocking Report Build New Concept 2054

SimTraffic Report

Intersection: 4: Pleasant Hill Rd & Satellite Blvd

Movement EB EB EB EB WB WB WB WB NB NB NB NB Directions Served T T T R T T T R UL L T T Maximum Queue (ft) 212 188 170 226 528 554 519 302 261 325 673 684 Average Queue (ft) 127 109 84 102 363 412 352 212 95 260 490 496 95th Queue (ft) 194 176 145 198 500 540 494 377 207 413 684 673 Link Distance (ft) 682 682 682 550 550 550 698 698 Upstream Blk Time (%) 0 0 2 2 2 Queuing Penalty (veh) 1 2 10 21 18 Storage Bay Dist (ft) 275 275 300 300 Storage Blk Time (%) 0 15 3 0 0 24 Queuing Penalty (veh) 1 43 14 0 3 84

Intersection: 4: Pleasant Hill Rd & Satellite Blvd

Movement NB NB SB SB SB SB SB Directions Served T R UL L T T TR Maximum Queue (ft) 697 400 124 349 716 732 715 Average Queue (ft) 516 316 55 107 490 597 671 95th Queue (ft) 692 569 108 257 780 820 771 Link Distance (ft) 698 673 673 673 Upstream Blk Time (%) 2 3 13 56 Queuing Penalty (veh) 18 17 72 318 Storage Bay Dist (ft) 375 325 325 Storage Blk Time (%) 21 0 0 5 Queuing Penalty (veh) 72 2 0 8

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement WB WB WB NB NB NB NB SB SB SB SB Directions Served L T R UL T T TR UL T T TR Maximum Queue (ft) 125 345 124 128 452 453 488 209 649 716 729 Average Queue (ft) 123 298 32 19 113 108 121 44 321 614 695 95th Queue (ft) 132 428 90 84 328 333 356 141 618 828 773 Link Distance (ft) 309 309 578 578 578 698 698 698 Upstream Blk Time (%) 79 1 1 1 1 22 Queuing Penalty (veh) 0 14 13 14 3 118 Storage Bay Dist (ft) 100 270 185 Storage Blk Time (%) 89 0 4 0 8 Queuing Penalty (veh) 0 0 1 0 4

SimTraffic Performance Report Build New Concept 2054

SimTraffic Report

4: Pleasant Hill Rd & Satellite Blvd Performance by movement

Movement EBT EBR WBT WBR NBL NBT NBR SBL SBT SBR All Denied Delay (hr) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Denied Del/Veh (s) 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.2 0.0 Total Delay (hr) 14.4 1.8 15.2 2.2 7.6 7.7 0.5 8.2 7.9 0.6 66.0 Total Del/Veh (s) 45.3 32.0 60.4 32.4 83.2 18.8 11.9 78.6 16.5 21.3 35.7 Stop Delay (hr) 11.2 1.4 12.5 1.9 7.0 5.2 0.3 7.4 4.3 0.4 51.6 Stop Del/Veh (s) 35.1 26.0 49.8 27.2 76.3 12.7 7.3 71.4 9.0 13.0 27.9 Vehicles Entered 1115 194 877 242 314 1454 151 362 1726 104 6539 Vehicles Exited 1140 197 898 244 314 1451 151 359 1714 103 6571 Hourly Exit Rate 1140 197 898 244 314 1451 151 359 1714 103 6571 Input Volume 1106 195 880 250 355 1670 175 420 2061 125 7237 % of Volume 103 101 102 98 88 87 86 85 83 82 91 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 0 0 0 0 0 0 0 0

5: Pleasant Hill Rd & Mall Blvd Performance by movement

Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL Denied Delay (hr) 0.0 0.0 0.0 3.8 0.3 2.0 0.0 0.0 0.0 0.0 0.0 0.1 Denied Del/Veh (s) 0.1 0.1 0.1 64.0 58.8 59.4 0.0 0.1 0.0 0.1 0.0 5.0 Total Delay (hr) 0.9 0.6 0.2 9.0 0.6 0.7 0.1 0.9 7.4 1.0 0.1 1.2 Total Del/Veh (s) 71.7 79.2 44.7 146.8 114.4 21.8 52.5 47.8 14.5 15.3 73.8 58.3 Stop Delay (hr) 0.8 0.6 0.2 8.7 0.6 0.7 0.1 0.9 4.4 0.5 0.1 1.1 Stop Del/Veh (s) 69.0 75.3 43.4 142.2 109.1 20.7 50.2 43.9 8.7 8.1 70.3 53.3 Vehicles Entered 42 28 20 210 20 118 4 67 1815 233 4 69 Vehicles Exited 42 28 20 213 20 119 4 68 1804 232 4 72 Hourly Exit Rate 42 28 20 213 20 119 4 68 1804 232 4 72 Input Volume 40 25 20 225 20 125 5 80 2091 260 5 80 % of Volume 105 112 100 95 100 95 80 85 86 89 80 90 Denied Entry Before 0 0 0 0 0 0 0 0 0 0 0 0 Denied Entry After 0 0 0 6 1 5 0 0 0 0 0 0

5: Pleasant Hill Rd & Mall Blvd Performance by movement

Movement SBT SBR All Denied Delay (hr) 2.1 0.1 8.5 Denied Del/Veh (s) 4.9 6.0 7.3 Total Delay (hr) 13.9 0.7 37.3 Total Del/Veh (s) 33.2 53.8 31.9 Stop Delay (hr) 8.9 0.6 28.1 Stop Del/Veh (s) 21.1 44.8 24.0 Vehicles Entered 1503 44 4177 Vehicles Exited 1482 44 4152 Hourly Exit Rate 1482 44 4152 Input Volume 1735 50 4761 % of Volume 85 88 87 Denied Entry Before 0 0 0 Denied Entry After 7 0 19

Queuing and Blocking Report Build New Concept 2054

SimTraffic Report

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement EB EB WB WB WB NB NB NB NB SB SB SB Directions Served L TR L T R UL T T TR UL T T Maximum Queue (ft) 118 121 125 334 164 176 335 331 381 169 357 487 Average Queue (ft) 44 48 122 271 61 60 158 162 210 58 110 240 95th Queue (ft) 94 100 131 413 126 125 281 273 332 125 334 586 Link Distance (ft) 251 251 309 309 578 578 578 698 698 Upstream Blk Time (%) 41 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) 100 270 185 Storage Blk Time (%) 77 0 0 1 0 2 Queuing Penalty (veh) 15 1 0 1 0 2

Intersection: 5: Pleasant Hill Rd & Mall Blvd

Movement SB Directions Served TR Maximum Queue (ft) 556 Average Queue (ft) 313 95th Queue (ft) 661 Link Distance (ft) 698 Upstream Blk Time (%) 1 Queuing Penalty (veh) 3 Storage Bay Dist (ft)

MALL BLVD MALL BLVDPLEASANT HILL RDPLEASANT HILL RD

(303) 216-2439 www.alltrafficdata.net

Location: 7 MALL BLVD & PLEASANT HILL RD AM

Wednesday, February 28, 2024Date:

Peak Rolling Hour Flow Rates

Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians

Traffic Counts - Motorized Vehicles

Note: Total study counts contained in parentheses.

Peak Hour: 08:00 AM - 09:00 AM

Peak 15-Minutes: 08:15 AM - 08:30 AM

Heavy Vehicle Percentage and Peak Hour Factor

27 31

2,270

1,397

1,393

2,251

0.95 N

0.92

0.97

0.63

0.98

(91)(60)

(6,649)

(3,666)

(6,592)

(3,663)

(22)(45)

14 012

2,231

1,376

2 1 20

PLEASANT HILL RD

MALL BLVD

0 0

0 0 0

0 0

1 0

Left Thru Right Total EastboundInterval

Start Time Rolling Hour West East South North

Pedestrian Crossings

U-Turn

Westbound Northbound Southbound

Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn

6:30 AM 0 0 0 0 3 00 1 200 2 1 515 727 0 0 1 03,2400 2 2 1

6:45 AM 0 0 0 0 0 00 0 222 0 1 548 781 0 0 0 03,4580 7 1 2

7:00 AM 0 1 0 0 0 01 2 258 2 0 595 861 0 0 0 03,5320 2 0 0

7:15 AM 0 0 0 0 1 00 1 273 0 2 586 871 0 0 0 03,5781 6 0 1

7:30 AM 0 0 0 0 2 00 1 356 3 0 580 945 0 0 1 03,6781 2 0 0

7:45 AM 0 1 0 0 4 00 4 352 2 1 486 855 1 0 1 13,5990 3 1 1

8:00 AM 0 1 0 0 3 02 2 352 2 3 533 907 0 0 1 03,6951 6 0 2

8:15 AM 0 0 0 0 2 01 3 335 1 0 621 971 0 0 0 03,6530 3 0 5

8:30 AM 0 1 0 0 3 10 2 336 2 2 511 866 0 0 0 03,4761 4 1 2

8:45 AM 0 0 1 0 4 01 3 353 2 7 566 951 0 0 1 01 7 1 5

9:00 AM 0 2 1 0 4 02 5 291 4 3 531 865 0 0 0 06 9 2 5

9:15 AM 0 4 2 0 5 13 7 279 0 8 473 794 0 1 0 24 5 0 3

Vehicle Type Left Thru Right Eastbound

U-Turn Westbound Northbound Southbound

TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn

Articulated Trucks 0 0 0 0 0 00 20 0 0 34 0 540 0 0 0 Lights 2 1 2 12 1 1310 1,303 3 12 2,153 20 3,5434 7 0 0 Mediums 0 0 0 0 0 10 53 0 0 44 0 980 0 0 0

Total 10 1,376 3 12 2,231 20 2 1 2 12 1 14 3,6954 7 0 0

Left Thru Right Total Eastbound

U-Turn

Westbound Northbound Southbound

Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn

0.0% 0.0% 0.0% 0.0% 0.0% 0.0%0.0% 0.0% 5.3% 0.0% 0.0% 3.5% 4.1%0.0% 0.0% 0.0% 7.1%

Heavy Vehicle %

Peak Hour Factor

5.2% 3.4% 0.0% 3.7% 4.1%

0.95

0.98 0.97 0.63 0.92 0.95

0.00 0.44 0.50 0.00 0.80 0.500.50 0.61 0.98 0.56 0.63 0.970.50 0.69 0.50 0.85

MALL BLVD MALL BLVDPLEASANT HILL RDPLEASANT HILL RD

(303) 216-2439 www.alltrafficdata.net

Location: 7 MALL BLVD & PLEASANT HILL RD Noon

Wednesday, February 28, 2024Date:

Peak Hour - Motorized Vehicles Peak Hour - Bicycles Peak Hour - Pedestrians

Traffic Counts - Motorized Vehicles

Note: Total study counts contained in parentheses.

Peak Hour: 12:30 PM - 01:30 PM

Peak 15-Minutes: 12:45 PM - 01:00 PM

170 149

1,862

1,762

1,756

1,862

0.97 N

0.93

0.71

0.94

(848)(938)

(11,367)

(11,995)

(11,349)

(12,056)

(507)(676)

66 186

1,739

1,634

38 13 330

PLEASANT HILL RD

MALL BLVD

1 0

0 0 0

2 1

0 1

Left Thru Right Total EastboundInterval

Start Time Rolling Hour West East South North

Pedestrian Crossings

U-Turn

Westbound Northbound Southbound

Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn

12:30 PM 0 9 3 0 21 38 17 418 5 23 436 992 0 0 0 13,8729 20 9 11

12:45 PM 0 9 3 0 23 74 23 400 1 9 473 1,001 0 0 3 03,8395 19 6 19

1:00 PM 0 13 2 0 20 42 17 403 1 11 448 965 0 0 0 03,7358 11 8 17

1:15 PM 0 7 5 1 22 35 15 413 2 8 382 914 0 0 0 03,7509 13 10 19

1:30 PM 0 10 2 0 20 63 22 422 1 7 422 959 0 0 0 03,75312 6 5 21

1:45 PM 0 10 2 0 16 52 12 389 3 9 400 897 0 0 1 23,75811 17 7 14

2:00 PM 0 12 5 0 18 72 12 450 0 12 418 980 0 0 0 13,7757 15 10 12

2:15 PM 0 4 0 1 19 21 22 416 8 9 401 917 0 0 2 13,7348 12 3 11

2:30 PM 0 9 1 0 11 44 12 432 0 14 433 964 0 0 0 03,6536 14 11 13

2:45 PM 0 12 4 0 14 15 11 445 1 11 370 914 0 0 0 13,49013 10 5 12

3:00 PM 0 6 3 0 14 22 6 480 3 13 366 939 0 0 0 03,41813 10 9 12

3:15 PM 0 6 0 0 13 11 9 386 2 10 365 836 0 1 2 03,34110 10 8 15

3:30 PM 0 11 1 0 20 42 17 398 1 6 310 801 0 0 0 03,3425 9 3 14

3:45 PM 0 6 6 0 10 82 12 427 2 13 324 842 0 0 1 13,3979 6 4 13

4:00 PM 0 7 2 0 12 30 14 410 1 7 362 862 0 0 0 03,45510 11 7 16

4:15 PM 0 9 0 0 19 53 18 419 0 5 334 837 0 0 0 03,4449 6 1 9

4:30 PM 0 9 3 0 17 73 15 426 1 5 332 856 0 0 0 13,4108 8 8 14

4:45 PM 0 6 1 1 10 22 18 415 0 8 403 900 0 1 4 13,33413 6 4 11

5:00 PM 0 11 5 0 22 41 7 362 2 12 391 851 0 1 0 23,3426 13 3 12

5:15 PM 1 5 8 0 9 40 13 331 0 18 372 803 0 0 1 13,32610 12 4 16

5:30 PM 0 12 2 0 11 83 11 271 0 16 419 780 0 0 0 03,4043 8 3 13

5:45 PM 0 3 5 0 10 21 17 403 2 15 404 908 0 0 0 13,52317 12 2 15

6:00 PM 1 14 6 0 10 40 12 359 2 8 370 835 0 0 0 03,4476 19 8 16

6:15 PM 0 5 3 0 7 52 11 406 3 12 380 881 0 1 0 33,4439 19 9 10

6:30 PM 0 6 0 0 20 31 10 430 0 11 370 899 0 0 0 13,4349 19 5 15

6:45 PM 0 16 4 0 15 13 12 400 0 21 312 832 0 0 0 06 16 11 15

7:00 PM 0 10 2 1 16 30 18 410 1 10 327 831 0 0 3 14 17 4 8

7:15 PM 0 11 3 0 19 21 22 418 0 12 328 872 0 0 2 014 20 9 13

Existing 2024 Intersection Volumes for Corridor Gwinnett Place CID

Updated Pleasant Hill Road Concept Exhibit G

Not to Scale

O ld

N o rc ro s s R d

U -t u rn

U-turn: (8) 0

(727) 117

(1,429) 381

(43) 328

42 (123)

1,437 (1,167)

106 (153)

U-turn: 6 (8)

XX AM Peak Hour Traffic Volumes

(XX) PM Peak Hour Traffic Volumes

Existing Roadway Laneage

LEGEND:

Pleasant Hill Rd

O ld

N o rc ro s s R d

Pleasant Hill Rd

I-85

U-turn: (1) 0

(13) 2

(1,716) 1,140

5 (12)

1,741 (1,489)

U-turn: 1 (2)

G w in n e tt

S ta ti o n D rw y

G w in n e tt

P ra d o D rw y

U-turn: (5) 1

(54) 5

(1,626) 1,212

(36) 7

1 (17)

1,738 (1,457)

4 (23)

U-turn: 0 (4)

G w in n e tt

P ra d o D rw y

G w in n e tt

S ta ti o n D rw y

U-turn: (2) 0

(26) 5

(1,699) 1,213

(34) 11

6 (33)

1,628 (1,458)

31 (43)

U-turn: 15 (10)

G w in n e tt

S ta ti o n D rw y

S a te lli te

B lv d

U -t u rn

U-turn: (1) 4

(473) 46

(1,145) 1,111

(99) 50

265 (137)

1,722 (1,275)

268 (282)

U-turn: 3 (2)

U -t u rn

S a te lli te

B lv d

M a ll

C o rn e rs

D rw y

U -t u rn

U-turn: (5) 4

(48) 10

(1,367) 1,376

(36) 3

20 (45)

2,231 (1,586)

12 (61)

U-turn: 7 (4)

M a ll

B lv d

V e n tu re D r

U-turn: (1) 0

(21) 12

(1,396) 1,354

(22) 21

85 (103)

2,165 (1,582)

45 (48)

U-turn: 21 (33)

U -t u rn

) G w in n e tt

P la c e D r

(1,778) 1,383

(249) 328

1567 (1,118)

505 (400)1 ,2

0(766) 752

(1,447) 1,447

778 (800)

1,646 (1240)

S h a c k le fo rd

R d

(131) 169

(1368) 950

(85) 443

64 (93)

1,889 (1,555)

124 (100)

U-turn: 0 (2)

B re c k in ri d g e B lv d

C re s tw o o d P k w y

U -t u rn

U-turn: (5) 0

(84) 64

(1,885) 939

(40) 130

83 (81)

1,948 (1,510)

65 (26)

U-turn: 14 (56)

K o g e r

B lv d

S w e e tw a te r R d

U -t u rn

U-turn: (11) 4

(183) 103

(2,038) 801

(48) 48

59 (95)

1,702 (1,350)

79 (49)

U-turn: 25 (27)

U -t u rn

S w e e tw a te r R d

C lu b D r

U -t u rn

(1 ,0

U-turn: (5) 0

(292) 92

(1,845) 698

(26) 37

82 (145)

1,564 (1,205)

1,641 (309)

C lu b D r

Pleasant Hill Rd

V e n tu re D r

(1,574) 1,442

(57) 47

89 (71)

2,260 (1,694)

400 (333)

U-turn: 15 (3)

V e n tu re P k w y

I- S

B R a m p

I- S

B R a m p

I- N

B R a m p

I- N

B R a m p

Intersection Crash Tables (2018-2022)

4. Pleasant Hill at Satellite Blvd

Crash Type K A B C O Total Percentage

Angle 0 1 3 12 31 47 24.0% Head-On 0 0 0 1 4 5 3.0% Rear End 0 0 7 21 71 99 52.0% Sideswipe - Same 0 0 1 2 37 40 21.0% Sideswipe - Opposite 0 0 0 0 0 0 0.0% Not Collision w/Motor Veh 0 0 0 0 1 1 1.0%

Total 0 1 11 36 144 192 100.0%

Updated Pleasant Hill Road Concept

Exhibit B: Location: Satellite Blvd

Project 4 Alternative: Displaced Left Turn

Mall Blvd

Pleasant Hill Rd

Displaced Left-turn Intersection

4 Alternative

Satellite Blvd

Gwinnett Station

Transit queue jump lane

Remove traffic signal;

convert to right-in/right-out

Remove traffic signal;

convert to right-in/right-out

Gwinnett Prado

LEGEND

Property Lines

Required Right-of-Way

Potential Displacement

Parking Impacted before Mitigation

Displaced left-turn movement

Approx. EL 1006.98'

Pedestrian Bridge

AT&T

Approx. EL 987'

Ramp Tie-in

KFC

Approx. EL 1006.98'

Pedestrian Bridge

WENDY'S

Approx. EL 979'

Ramp Tie-in

OLIVE GARDEN

AND SUSHI

FUMI HIMACHI

CURRENTLY CLOSED

STAKE & SHAKE

CURRENTLY CLOSED

BRUSTER'S

APPLEBEE'S

PLPL

M ic ro s o ft

C o rp o ra ti o n

M a x a r

N E

D is tr ib u ti o n A ir b u s D

P L E A S A N T

H I L L

R D

MALL

BLVD

MALL CORNERS DRWY

M A R K E T

S T

P E

D E

S T

N B

G E

S T

U D

N o

P r o je c t

F -1

G W

E T

T C

O U

N T

M A

L L

B L

V D

N W

P L

E A

S A

N T

L R

A F

T P

R E

F E

R R

E D

A L

T E

R N

A T

E X

F U

L L

D E

P T

H P

A V

L A

N D

I N

L A

S C

A L

E I

N F

E E

E D

G E

O F

P A

V E

M E

N T

E X

R /W

L A

N D

S C

A P

D W

Y E

A S

E M

E N

P R

O P

O S

E D

D R

W A

E X

D R

W A

P R

O P

O S

E D

R /W

P L

A C

E M

E N

T P

O T

E N

E W

N D

PEDESTRIAN BRIDGE PROFILE

EXHIBIT 2

MALL BLVD NW

PLEASANT HILL RD @

PREFERRED ALTERNATIVE

0+00 1+00 2+00 3+00 4+00 5+00

950 950

955 955

960 960

965 965

970 970

975 975

980 980

985 985

990 990

995 995

1000 1000

1005 1005

1010 1010

1015 1015

1020 1020

1025 1025

1030 1030

1035 1035

BRIDGE

BEGIN PEDESTRIAN

BRIDGE

END PEDESTRIAN

L E

A R

A N

C E

EXISTING GRADE

GRADE

PROPOSED RAMP

GRADE

PROPOSED RAMP

RAMP TIE-IN

0.0000% 0.0000%

PVI 1+18.84

EL 987.12

P V

PVI 3+56.50

EL 990.18

P V

5.0

-5.0000%

5.0

0.0000%

-5.0000%

5.0

-5.0000%

5.0

P V

PVI 5+24.50

EL 981.78

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

Project No.

11/05/2020

REVISION DATES

6/5/2024

Maegan.Reid

GPLOT-ORD

gplotborder-ORD-PO.tbl

F-1492_CNCP-GEOM.dgn

9:36:36 AM

GPLN-CE

F-1492

12'-0"

28'-0"

168'-0"

TOTAL LENGTH OF BRIDGE = 152'-6"

C L

CLR.

12'-9"

C L

R p

CLR.

21'-3"

E L

S T

A 1+

B E

G E

E L

S T

E N

G E

EL. 998.58

EL. 990.18 EL. 990.18

EL. 998.58

EL. 981.78

(TYP.)

LENGTH OF APPROACH STRUCTURES

STEEL HAND RAILING ALONG ENTIRE

PLAN

c PLEASANT HILL RD

ELEVATION

APPROXIMATE ORIGINAL GROUNDLINE

-5.00%

5.00%

-5.00%

5.00%

-5.00%

5.00%

LEVEL

(VERTICAL:HORIZONTAL ASPECT RATIO = 3:1)

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

1 INCH WHEN PRINTED FULL SIZE

P.I. NO.

Pedestrian Bridge Plan & Profile - (Option 2).dgnJonathan.Brown 5/23/2024 10:18:13 AM

PEDESTRIAN BRIDGE OVER

PLEASANT HILL RD

GWINNETT COUNTY

SCALE: 1" = 20'-0" (U.N.O.)

JWB

312401 106

MAY 2024

WLB

PRELIMINARY LAYOUT

35-0001

OUT-TO-OUT

10'-0"

5'-0"

OUT-TO-OUT

10'-8"

5'-4"

6'-0"

SECTION THRU APPROACH SECTION THRU PEDESTRIAN BRIDGE

c BRIDGE c APPROACH

TRUSS W/ RAILING (TYP.)

PREFABRICATED STEEL

CONCRETE FLOOR

STEEL RAILING (TYP.)

STEEL FLOOR BEAM (WF MEMBER)

MEMBER; TYP.)

STEEL JOIST (WF

(WF MEMBER; TYP.)

STEEL COLUMN

c COLUMN (TYP.)

CONCRETE DECK

DESIGNED

DRAWN DESIGN GROUP

CHECKED REVIEWED

APPROVED

R E

N S

D A

T E

DRAWING NO.

BRIDGE SHEET

B Y

BRIDGE NO. 1

1 INCH WHEN PRINTED FULL SIZE

P.I. NO.

Pedestrian Bridge Typical Sections.dgnJonathan.Brown 5/21/2024 5:10:20 PM

PEDESTRIAN BRIDGE OVER

PLEASANT HILL RD

GWINNETT COUNTY

SCALE: ƒ" = 1'-0"

JWB

312401 106

MAY 2024

WLB

TYPICAL SECTION

35-0002

RP051-24 Ad 1

Gwinnett County DOT F-1492_Ped Bridge_Rendering

Gwinnett County DOT F-1492_Ped Bridge_Traffic Study

Gwinnett County DOT F-1492_Ped Bridge_Conceptual Layout & Drawings

File details come from the government source that posted it. Updated Oct 7, 2024.