3: Sheeler Avenue & Access Driveway/Dunbridge Street

Apopka Planning Commission Meeting · 2026-04-14 · agenda_item

A traffic study for the intersection of Sheeler Avenue and Dunbridge Street is currently under review. This study, identified as 25053.01.01 Sheeler Park Synchro 12 Report, analyzes traffic volume and delay at the intersection. The analysis indicates current traffic volumes are projected to remain the same in the future. The review is early in the public process, meaning potential improvements or changes are being considered. This project could involve site clearing, grading, and utility work, followed by paving and traffic signal installation. Contractors specializing in site preparation, civil engineering, paving, and traffic control could find opportunities. Engaging with the process now, before specific plans are finalized, offers a chance to understand potential needs.

Intersection Delay

1.8 s/veh

Traffic Volume

32 veh/h

Traffic Volume

0 veh/h

Traffic Volume

11 veh/h

Traffic Volume

10 veh/h

Traffic Volume

308 veh/h

Traffic Volume

3 veh/h

Traffic Volume

6 veh/h

Traffic Volume

294 veh/h

Future Volume

32 veh/h

Future Volume

0 veh/h

Future Volume

11 veh/h

Future Volume

10 veh/h

Future Volume

308 veh/h

Future Volume

3 veh/h

Future Volume

6 veh/h

Future Volume

294 veh/h

Conflicting Peds

0 /hr

Storage Length

240

Storage Length

220

Veh in Median Storage

0 #

Grade

0 %

Peak Hour Factor

94

Heavy Vehicles

0 %

Mvmt Flow

34

Mvmt Flow

0

Mvmt Flow

12

Mvmt Flow

11

Mvmt Flow

328

Mvmt Flow

3

Mvmt Flow

6

Mvmt Flow

313

Conflicting Flow

680

Conflicting Flow

684

Conflicting Flow

319

Conflicting Flow

676

Conflicting Flow

688

Conflicting Flow

329

Conflicting Flow

324

Conflicting Flow

0

Conflicting Flow

331

Stage 1

331

Stage 1

351

Stage 2

349

Stage 2

352

Stage 2

326

Stage 2

337

Critical Hdwy

7.1

Critical Hdwy

6.5

Critical Hdwy

6.2

Critical Hdwy

4.1

Critical Hdwy Stg 1

6.1

Critical Hdwy Stg 1

5.5

Critical Hdwy Stg 2

6.1

Critical Hdwy Stg 2

5.5

Follow-up Hdwy

3.5

Follow-up Hdwy

4

Follow-up Hdwy

3.3

Follow-up Hdwy

2.2

Pot Cap-1 Maneuver

368

Pot Cap-1 Maneuver

374

Pot Cap-1 Maneuver

727

Pot Cap-1 Maneuver

370

Pot Cap-1 Maneuver

372

Pot Cap-1 Maneuver

717

Pot Cap-1 Maneuver

1247

Pot Cap-1 Maneuver

1240

Stage 1

686

Stage 1

648

Stage 1

670

Stage 1

636

Stage 2

671

Stage 2

635

Stage 2

691

Stage 2

645

Mov Cap-1 Maneuver

357

Mov Cap-1 Maneuver

369

Mov Cap-1 Maneuver

727

Mov Cap-1 Maneuver

348

Mov Cap-1 Maneuver

367

Mov Cap-1 Maneuver

717

Mov Cap-1 Maneuver

1247

Mov Cap-1 Maneuver

1240

Mov Cap-2 Maneuver

357

Mov Cap-2 Maneuver

369

Mov Cap-2 Maneuver

348

Mov Cap-2 Maneuver

367

Stage 1

683

Stage 1

645

Stage 1

664

Stage 1

631

Stage 2

655

Stage 2

630

Stage 2

641

HCM Ctrl Dly

13.77 s/v

HCM Ctrl Dly

13.09 s/v

HCM Ctrl Dly

0.25 s/v

HCM Ctrl Dly

0.15 s/v

Capacity

1247 veh/h

Capacity

478 veh/h

Capacity

468 veh/h

Capacity

1240 veh/h

HCM Lane V/C Ratio

0.009

HCM Lane V/C Ratio

0.142

HCM Lane V/C Ratio

0.050

HCM Lane V/C Ratio

0.005

HCM Ctrl Dly

7.9 s/v

HCM Ctrl Dly

13.8 s/v

HCM Ctrl Dly

13.1 s/v

HCM 95th %tile Q

0 veh

HCM 95th %tile Q

0.5 veh

HCM 95th %tile Q

0.2 veh