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 49,800 67,200 4,980
520
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
520
2,200
3,440
0.64 C
Y
M L KING BLVD: (40TH ST-to-I-4)
EL/T MA 2U 45 E 1.83 1.09 1.0 17,900 16,900 1,790
131
940
890
1.06 F
N
M L KING BLVD: (I-4 -to-US HWY 301)
EL PA 6D 50 D 1.46 2.05 1.0 36,600 49,200 3,660
403
2,000
2,570
0.78 C
Y
M L KING BLVD: (US HWY 301-to-FALKENBURG)
EL PA 6D 50 D 1.50 0.67 1.0 37,100 53,500 3,710
521
2,000
2,790
0.72 B
Y
M L KING BLVD: (FALKENBURG-to-WILLIAMS RD )
EL/SFN PA 4D 50 D 1.00 1.00 1.0 36,800 35,700 3,680
347
2,000
1,860
1.08 F E N
M L KING BLVD: (WILLIAMS RD-to-CR 579)
SFN PA 6D 50 D 1.00 3.00 1.0 38,100 49,200 3,810
403
2,100
2,570
0.82 C
Y
M L KING BLVD: (CR 579-to-PARSONS AVE)
SFN MA 2U 45 D 1.50 2.00 1.0 38,100 15,400 3,810
106
2,000
1,240
1.61 F F N
M L KING BLVD: (PARSONS AVE-to-MCINTOSH RD)
BR/ER MA 2U 45 D 2.64 0.38 1.0 24,400 16,400 2,440
131
1,300
860
1.51 F
N
M L KING BLVD: (MCINTOSH RD-to-FORBES RD)
ER MA 2U 45 D 3.60 0.56 1.0 13,400 15,500 1,340
124
710
820
0.87 D
Y
M L KING BLVD: (FORBES RD-to-TURKEY CREEK RD)
ER MA 2U 45 D 1.00 1.00 1.0 12,800 15,500 1,280
124
680
820
0.83 C
Y
NEBRASKA AVE: (FOWLER AVE -to-FLETCHER AVE)
UA PA 4D 45 E 0.98 2.04 1.0 25,900 34,500 2,590
260
1,400
1,800
0.78 D F Y
NEBRASKA AVE: (FLETCHER AVE -to-BEARSS AVE)
UA PA 4D 45 E 1.29 2.33 1.0 27,500 34,500 2,750
260
1,500
1,800
0.83 D F Y
NEBRASKA AVE: (BEARSS AVE -to-NEBRASKA/FLORIDA ) CW/UA PA 4D 45 D 1.77 1.13 1.0 23,400 35,700 2,340 347 1,300 1,860 0.70 B Y
SR 39: (SR 60 -to-ALEXANDER ST)
ER PA 4D 45 D 3.50 0.57 1.0 22,200 29,400 2,220
255
1,200
1,570
0.76 C
Y
SR 39: (SAM ALLEN RD-to-KNIGHTS-GRIFFIN)
ER PA 2U 45 C 2.10 0.48 1.0 15,300 13,100 1,530
124
810
690
1.17 F
N
SR 39: (KNIGHTS-GRIFFIN -to-PASCO COUNTY)
ER PA 2U 45 C 6.59 0.00 1.0 10,700 12,700 1,070
127
580
600
0.97 C
Y
SR 60 / ADAMO DR: (US HWY 41-to-US 301)
PR/T PA 4D 50 D 3.00 1.33 1.0 41,700 35,700 4,170
347
2,200
1,860
1.18 F F N
SR 60 / BRANDON BLVD: (US 301-to-FALKENBURG)
BR PA 4D 50 D 1.25 1.60 1.0 50,800 * 43,600 5,080
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 99,000 73,500 9,900 638 5,200 3,900
1.33 F F N A
BR PA 6D 45 D 1.75 2.86 1.0 76,200 55,000 7,620
403
4,000
3,130
1.28 F F N A
SR 60 / BRANDON BLVD: (LAKEWOOD DR-to-LITHIA PINECREST)
BR PA 8D 50 D 1.90 2.11 1.0 56,400 66,000 5,640
638
3,400
3,600
0.94 D E 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 E N A-V
SR 60 / EAST: (DOVER RD -to-TURKEY CREEK RD)
ER/VR PA 4D 55 D 3.00 0.33 1.0 29,500 34,200 2,950
312
1,600
1,810
0.88 C
Y
State Roadways * Growth Factor Applied to 2005 Count
OCTOBER 2006
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