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 STATE ROADWAYS

5% Cap "LOS C"

PM Pk Hr Dir Vol

INT LOS

Cap Avail

Spc Note

Plan Area FC

Road Type

Spd Lmt

LOS Std.

Len (mi)

Sig/ Mi

Max V/C AADT

Daily Cap

10% AADT

PM Pk Hr Dir Cap

V/C Ratio LOS

Roadway (From/To)

SR 60 / EAST: (TURKEY CREEK RD -to-SR 39)

UPC PA 4D 55 D 3.01 0.33 1.0 22,900 34,200 2,290 1,558 1,300

1,810

0.72 B

Y

SR 60 / EAST: (SR 39-to-COUNTY LINE RD)

UPC PA 4D 55 C 4.25 0.24 1.0 18,700 25,500 1,870 1,275 1,000

1,360

0.74 C

Y

SR 674: (I-75-to-US HWY 41)

R MA 4D 55 C 3.02 0.99 1.0 24,800 32,800 2,480 1,558 1,400

1,730

0.81 B

N V

SR 674: (I-75 -to-US HWY 301)

R MA 4D 45 D 3.04 1.97 1.0 31,500 34,200 3,150 1,558 1,700

1,810

0.94 C

N V

SR 674: (US HWY 301-to-CR 579)

BW MA 2U 50 C 2.41 0.00 1.0 12,600 12,900 1,260 655

670

690

0.97 C

N V

SR 674: (CR 579 -to-CARLTON LAKE RD)

BW MA 2U 50 C 3.27 0.00 1.0 8,530 12,700 853 635

460

600

0.77 C

Y

SR 674: (CARLTON LAKE RD -to-CR 39)

BW MA 2U 50 C 6.04 0.17 1.0 4,020 11,000 402 550

220

590

0.37 C

Y

SR 674: (CR 39 -to-POLK COUNTY)

BW MA 2U 50 C 5.61 0.00 1.0 2,280 12,700 228 635

130

600

0.22 B

Y

K F 4F 65 D3.71

1.0 21,300 62,200 2,130 2,625 1,200

3,420

0.35 A

Y

SUNCOAST PKWY: (VETERANS EXPWY-to-PASCO COUNTY)

US HWY 41: (NEBRASKA/FLORIDA-to-CRYSTAL LAKE)

L PA 6D 45 D 1.8 1.11 1.0 35,600 53,500 3,560 2,605 1,900

2,790

0.68 B

Y IC

US HWY 41: (CRYSTAL LAKE-to-LUTZ LAKE FERN)

L PA 6D 45 D 1 2.00 1.0 35,600 49,200 3,560 2,015 1,900

2,570

0.74 C

Y

US HWY 41: (LUTZ LAKE FERN-to-COUNTY LINE RD)

L PA 6D 45 D 1.47 0.68 1.0 23,400 53,500 2,340 2,605 1,300

2,790

0.47 B

Y

US HWY 41: (SR 60 / ADAMO DR-to-CAUSEWAY)

G PA 6D 45 D 2 2.00 1.0 33,500 49,200 3,350 2,015 1,800

2,570

0.70 C E Y

US HWY 41: (CAUSEWAY-to-MADISON)

G PA 4D 50 D 1.5 1.33 1.0 31,000 35,700 3,100 1,735 1,700

1,860

0.91 C F N V

US HWY 41: (MADISON-to-GIBSONTON)

G PA 4D 50 D 3.8 0.53 1.0 21,900 35,700 2,190 1,735 1,200

1,860

0.65 B E Y

US HWY 41: (GIBSONTON-to-BIG BEND RD)

G PA 4D 50 D 3.9 0.51 1.0 26,400 35,700 2,640 1,735 1,700

1,860

0.91 C

N V

US HWY 41: (BIG BEND RD-to-APOLLO BEACH BLVD)

R PA 4D 50 D 1.74 0.57 1.0 21,900 35,700 2,190 1,735 1,200

1,860

0.65 B E N V

US HWY 41: (APOLLO BEACH BLVD-to-19TH AVE NE)

R PA 4D 50 D 3.33 0.30 1.0 24,400 34,200 2,440 1,558 1,300

1,810

0.72 B

N V

US HWY 41: (19TH AVE NE-to-SR 674)

R PA 4D 50 D 1.55 1.29 1.0 17,600 34,200 1,760 1,558

850

1,810

0.47 B

N V

US HWY 41: (SR 674-to-GULF CITY RD)

R PA 4D 55 C 1.6 1.88 1.0 16,800 25,500 1,680 1,275

840

1,360

0.62 C

Y

US HWY 41: (GULF CITY RD-to-MANATEE COUNTY)

R PA 4D 50 C 5.8 0.00 1.0 9,040 41,800 904 2,090

490

2,230

0.22 A

Y

US HWY 92: (US HWY 301-to-WILLIAMS RD)

TH PA 2U 45 D 2.34 0.85 1.0 12,400 16,400 1,240 656

810

860

0.94 D

Y

US HWY 92: (WILLIAMS RD-to-CR 579)

TH PA 2U 45 D 1.2 0.83 1.0 13,500 16,400 1,350 656

900

860

1.05 F F N

US HWY 92: (CR 579-to-KINGSWAY RD)

TH PA 2U 45 D 1.5 0.67 1.0 9,800 16,400 980 656

520

860

0.61 C

Y

State Roadways

JULY 2005

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