LOS Report - Historical Data (1994-2020)

THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS

HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT COUNTY ROADWAYS

Road Type

Spd Lmt

LOS Std.

Len (mi) Sig/Mi

Peak Hr Dir Vol

Peak Hr Dir Cap

V/C Ratio LOS

Cap Avail

Plan Area Reg FC

AADT Daily Cap

Roadway (From/To)

RIVERVIEW DR: (US HWY 41 -to-PROVIDENCE RD)

RV

Y C 2U 45 D 4.50 0.44

11,420 * 15,675

605

836

0.72 C Y

S MOBLEY RD: (RACE TRACK RD -to-GUNN HWY)

KO/NWH Y C 2U 35 C 2.16 0.46

10,186 * 8,800

582

440

1.32 F N

CW Y C 4D 45 D 2.14 1.87

13,484 * 34,865

811

1,862

0.44 B Y

S VILLAGE DR: (DALE MABRY HWY -to-EHRLICH RD)

SAINT CLOUD AVE: (SR 60-to-DURANT RD)

VR

Y C 2U 40 D 2.03 0.99

5,611 * 15,675

342

836

0.41 B Y

SAM ALLEN RD: (FORBES RD -to-SR 39)

ER

Y C 2U 45 C 3.52 0.00

4,551 * 14,345

257

760

0.34 B Y

SAM ALLEN RD: (SR 39 -to-WILDER RD)

ER/PC Y C 2U 50 C 1.97 0.00

5,307 * 14,345

282

760

0.37 B Y

SEFFNER VALRICO: (WHEELER-to-FRONT ST)

BR

Y C 2U 40 D 2.20 0.00

4,767 * 21,090

276

1,083

0.26 B Y

NWH/TNC Y MA 4D 45 E 2.06 0.97

47,113 34,865 2,111

1,862

1.13 F N

SHELDON RD: (HILLSBOROUGH AVE -to-WATERS AVE)

SHELDON RD: (WATERS AVE-to-LINEBAUGH AVE) NWH/TNC Y MA 4D 45 E 1.28 1.56

29,489 * 34,865 1,531

1,862

0.82 C Y

NWH Y MA 4D 45 E 1.40 1.43

36,535 34,865 1,702

1,862

0.91 C Y

SHELDON RD: (LINEBAUGH AVE-to-CITRUS PARK DR)

SHELDON RD: (CITRUS PARK DR -to-GUNN HWY)

NWH Y MA 4D 45 D 1.06 1.89

22,191 * 34,865

910

1,862

0.49 B Y

SHELL POINT RD: (SEA GRAPE DR-to-US HWY 41)

RU

Y C 2U 40 D 2.35 0.43

2,421 * 14,440

149

760

0.20 B Y

SHELL POINT RD/21ST: (US 41 -to-SR 674)

RU

Y C 2U 40 D 2.21 0.45

5,108 * 14,440

231

760

0.30 B Y

LU

Y C 2U 35 C 1.11 1.80

6,029 * 14,630

399

779

0.51 B Y

SIMMONS RD: (CRENSHAW LAKE-to-CRYSTAL LAKE RD)

SKIPPER RD: (NEBRASKA AVE -to-BEARSS AVE)

USF

Y C 2U 45 E .54 1.85

6,422 * 15,675

293

836

0.35 B Y

CW/EGL/T Y C 2U 45 D 1.19 1.68

15,083 * 15,675

838

836

1.00 F N

SKIPPER RD/46th St: (BRUCE B DOWNS-to-FLETCHER AVE)

EGL

Y MA 2U 45 D 2.30 0.43

14,342 * 15,675

771

836

0.92 C Y

SLIGH AVE/PINECREST MANOR: (DALE MABRY HWY -to-BENJAMIN AVE)

SLIGH AVE/43RD ST: (HANNA AVE-to-56TH ST)

EL

Y C 2U 45 E 1.51 0.66

8,664 * 15,675

459

836

0.55 B Y

SLIGH AVE: (56TH ST -to-US HWY 301)

EL

Y C 2U 45 D 2.37 0.42

5,383 * 15,675

339

836

0.41 B Y

SLIGH AVE: (US 301-to-WILLIAMS RD)

TH

Y C 2U 40 C 2.73 0.00

917 14,345

67

760

0.09 B Y

SMITH-RYALS RD: (SR 60 -to-TRAPNELL RD)

ER

Y C 2U 50 C 2.10 0.00

1,956 * 13,490

115

741

0.16 B Y

SUMMERFIELD BLVD: (BIG BEND-to-RHODINE RD)

LU

Y C 2U 35 D 2.08 0.48

2,483 15,675

179

836

0.21 B Y

County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables

1-12

March 2011

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