THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT STATE ROADWAYS
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Len (mi) Sig/Mi
Max V/C AADT
Daily Cap
10% AADT
1% Cap "LOS C"
PM Pk Hr Dir Vol
PM Pk Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Roadway (From/To)
LEE ROY SELMON EXPWY: (US 41/50TH-to-US HWY 301)
PR/T F 4F 65 D 3.84
1.0 44,700 67,200 4,470
520
2,300
3,440
0.67 C
Y
LEE ROY SELMON EXPWY: (US HWY 301 -to-I-75)
BR F 4F 65 D 1.22
1.0 29,500 67,200 2,950
520
1,600
3,440
0.47 B
Y
M L KING BLVD: (40TH ST-to-I-4)
EL/T MA 2U 45 E 1.83 1.09 1.0 21,900 16,900 2,190
131
1,200
890
1.35 F
N
M L KING BLVD: (I-4 -to-US HWY 301)
EL PA 6D 50 D 1.46 2.05 1.0 40,600 49,200 4,060
403
2,200
2,570
0.86 D D Y
M L KING BLVD: (US HWY 301-to-FALKENBURG)
EL PA 6D 50 E 1.50 0.67 1.0 40,600 53,500 4,060
521
2,200
2,790
0.79 B F Y
M L KING BLVD: (FALKENBURG-to-WILLIAMS RD )
EL/SFN PA 4D 50 E 1.00 1.00 1.0 39,600 35,700 3,960
347
2,100
1,860
1.13 F E N
M L KING BLVD: (WILLIAMS RD-to-CR 579)
SFN PA 6D 50 E 1.00 3.00 1.0 38,600 51,800 3,860
403
2,100
2,710
0.78 C D Y
M L KING BLVD: (CR 579-to-PARSONS AVE)
SFN MA 2U 45 D 1.50 2.00 1.0 35,100 15,400 3,510
106
1,900
1,240
1.53 F F N
M L KING BLVD: (PARSONS AVE-to-MCINTOSH RD)
BR/ER MA 2U 45 D 2.64 0.38 1.0 23,900 16,400 2,390
131
1,300
860
1.51 F F N
M L KING BLVD: (MCINTOSH RD-to-FORBES RD)
ER MA 2U 45 D 3.60 0.56 1.0 13,900 15,500 1,390
124
740
820
0.90 D D Y
M L KING BLVD: (FORBES RD-to-TURKEY CREEK RD)
ER MA 2U 45 D 1.00 1.00 1.0 13,200 15,500 1,320
124
700
820
0.85 D B Y
NEBRASKA AVE: (FOWLER AVE -to-FLETCHER AVE)
USF PA 4D 45 E 0.98 2.04 1.0 31,000 34,500 3,100
260
1,700
1,800
0.94 D F Y
NEBRASKA AVE: (FLETCHER AVE -to-BEARSS AVE)
USF PA 4D 45 E 1.29 2.33 1.0 28,500 34,500 2,850
260
1,500
1,800
0.83 D E Y
NEBRASKA AVE: (BEARSS AVE -to-NEBRASKA/FLORIDA ) CW/USF PA 4D 45 D 1.77 1.13 1.0 29,000 35,700 2,900 347 1,600 1,860
0.86 C E Y
SR 39: (SR 60 -to-ALEXANDER ST)
ER PA 4D 45 D 3.50 0.57 1.0 23,300 29,400 2,330
255
1,300
1,570
0.83 C B Y
SR 39: (SAM ALLEN RD-to-KNIGHTS-GRIFFIN)
ER PA 2U 45 C 2.10 0.48 1.0 15,700 13,100 1,570
124
830
690
1.20 E A N
SR 39: (KNIGHTS-GRIFFIN -to-PASCO COUNTY)
ER PA 2U 45 C 6.59 0.00 1.0 8,940
12,700 894
127
480
600
0.80 C C Y
SR 60 / ADAMO DR: (US HWY 41-to-US 301)
PR/T PA 4D 50 D 3.00 1.33 1.0 35,800 35,700 3,580
347
1,900
1,860
1.02 F F N
SR 60 / BRANDON BLVD: (US 301-to-FALKENBURG)
BR PA 4D 50 D 1.25 1.60 1.0 51,000 * 43,600 5,100
347
2,900
2,450
1.18 F F N A
SR 60 / BRANDON BLVD: (FALKENBURG-to-LAKEWOOD) BR PA 8D 45 D 1.50 3.33 1.0 76,200 73,500 7,620 638 4,000 3,900
1.03 F F N A
BR PA 6D 45 D 1.75 2.86 1.0 73,100 55,000 7,310
403
3,900
3,130
1.25 F E N A
SR 60 / BRANDON BLVD: (LAKEWOOD DR-to-LITHIA PINECREST)
BR PA 8D 50 D 1.90 2.11 1.0 58,900 66,000 5,890
638
3,500
3,600
0.97 D D Y A
SR 60 / BRANDON BLVD: (LITHIA PINECREST-to-VALRICO RD)
SR 60 / BRANDON BLVD: (VALRICO RD -to-DOVER RD)
VR PA 4D 55 D 2.04 1.96 1.0 41,200 42,700 4,120
347
2,400
2,460
0.98 D F Y A-V
SR 60 / EAST: (DOVER RD -to-TURKEY CREEK RD)
ER/VR PA 4D 55 D 3.00 0.33 1.0 31,000 34,200 3,100
312
1,700
1,810
0.94 C E Y
State Roadways * Growth Factor Applied to 2005 Count
OCTOBER 2006
15
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