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)
LEE ROY SELMON EXPWY: (US 41/50TH-to-US HWY 301)
G F 4F 65 D3.84
1.0 49,800 67,200 4,980 2,600 2,600
3,440
0.76 C
Y
LEE ROY SELMON EXPWY: (US HWY 301 -to-I-75)
BR F 4F 65 D 1.22
1.0 42,200 67,200 4,220 2,600 2,200
3,440
0.64 C
Y
M L KING BLVD: (40TH ST-to-I-4)
T MA 2U 45 E 1.83 1.09 1.0 17,700 16,900 1,770 656
930
890
1.05 F
N
M L KING BLVD: (I-4 -to-US HWY 301)
TH PA 6D 50 D 1.46 2.05 1.0 35,600 49,200 3,560 2,015 1,900
2,570
0.74 C
Y
M L KING BLVD: (US HWY 301-to-FALKENBURG)
TH PA 6D 50 D 1.5 0.67 1.0 33,500 53,500 3,350 2,605 1,800
2,790
0.65 B
Y
M L KING BLVD: (FALKENBURG-to-WILLIAMS RD )
TH PA 4D 50 D 1 1.00 1.0 36,200 35,700 3,620 1,735 1,900
1,860
1.02 F E N
M L KING BLVD: (WILLIAMS RD-to-CR 579)
TH PA 6D 50 D 1 3.00 1.0 35,700 49,200 3,570 2,015 1,900
2,570
0.74 C
Y
M L KING BLVD: (CR 579-to-PARSONS AVE)
TH MA 2U 45 D 1.5 2.00 1.0 34,600 15,400 3,460 532
1,900
1,240
1.53 F F N
M L KING BLVD: (PARSONS AVE-to-MCINTOSH RD)
TH MA 2U 45 D 2.64 0.38 1.0 23,900 16,400 2,390 656
1,300
860
1.51 F
N
M L KING BLVD: (MCINTOSH RD-to-FORBES RD)
UPC MA 2U 45 D 3.60 0.56 1.0 13,900 15,500 1,390 622
740
820
0.90 D
Y
M L KING BLVD: (FORBES RD-to-TURKEY CREEK RD)
UPC MA 2U 45 D 1 1.00 1.0 12,100 15,500 1,210 622
640
820
0.78 C
Y
NEBRASKA AVE: (FOWLER AVE -to-FLETCHER AVE)
USF MA 4D 45 E .98 2.04 1.0 27,400 34,500 2,740 1,300 1,500
1,800
0.83 D F Y
NEBRASKA AVE: (FLETCHER AVE -to-BEARSS AVE)
USF MA 4D 45 E 1.29 2.33 1.0 25,300 34,500 2,530 1,300 1,400
1,800
0.78 D F Y
L MA 4D 45 D 1.77 1.13 1.0 22,900 35,700 2,290 1,735 1,200
1,860
0.65 B
Y
NEBRASKA AVE: (BEARSS AVE -to-NEBRASKA/FLORIDA )
SR 39: (SR 60 -to-ALEXANDER ST)
UPC MA 4D 45 D 3.5 0.57 1.0 21,800 29,400 2,180 1,275 1,200
1,570
0.76 C
Y
SR 39: (SAM ALLEN RD-to-KNIGHTS-GRIFFIN)
UPC MA 2U 45 C 2.1 0.48 1.0 14,700 13,100 1,470 622
780
690
1.13 D
N
SR 39: (KNIGHTS-GRIFFIN -to-PASCO COUNTY)
UPC MA 2U 45 C 6.59 0.00 1.0 13,200 12,700 1,320 635
710
600
1.18 D
N
SR 60 / ADAMO DR: (US HWY 41-to-US 301)
T PA 4D 50 D 3 1.33 1.0 42,200 35,700 4,220 1,735 2,300
1,860
1.24 F F N
SR 60 / BRANDON BLVD: (US 301-to-FALKENBURG)
BR PA 4D 50 D 1.25 1.60 1.0 49,300 43,600 4,930 1,735 2,800
2,450
1.14 F F N A
SR 60 / BRANDON BLVD: (FALKENBURG-to-LAKEWOOD) BR PA 8D 45 D 1.50 3.33 1.0 97,500 73,500 9,750 3,190 5,100 3,900
1.31 F F N A
BR PA 6D 45 D 1.75 2.86 1.0 70,600 55,000 7,060 2,015 3,700
3,130
1.18 F F N A
SR 60 / BRANDON BLVD: (LAKEWOOD DR-to-LITHIA PINECREST)
BR PA 8D 50 D 1.9 2.11 1.0 54,400 66,000 5,440 3,190 3,200
3,600
0.89 B E Y A
SR 60 / BRANDON BLVD: (LITHIA PINECREST-to-VALRICO RD)
SR 60 / BRANDON BLVD: (VALRICO RD -to-DOVER RD)
BR PA 4D 55 D 2.04 1.96 1.0 38,700 42,700 3,870 1,735 2,300
2,460
0.94 D E N A-V
SR 60 / EAST: (DOVER RD -to-TURKEY CREEK RD)
BR PA 4D 55 D 3.00 0.33 1.0 32,000 34,200 3,200 1,558 1,700
1,810
0.94 C
Y
State Roadways
JULY 2005
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