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)
SR 60 / EAST: (TURKEY CREEK RD -to-SR 39)
ER PA 4D 55 D 3.01 0.33 1.0 23,900 34,200 2,390
312
1,300
1,810
0.72 B C Y
SR 60 / EAST: (SR 39-to-COUNTY LINE RD)
ER PA 4D 55 C 4.25 0.24 1.0 20,000 25,500 2,000
255
1,100
1,360
0.81 C C Y
SR 674: (I-75-to-US HWY 41)
RU MA 4D 55 D 3.02 0.99 1.0 24,400 34,200 2,440
312
1,400
1,810
0.77 B C Y V
SR 674: (I-75 -to-US HWY 301)
SCC MA 4D 45 D 3.04 1.97 1.0 24,400 34,200 2,440
312
1,300
1,810
0.72 B E Y V
SR 674: (US HWY 301-to-CR 579)
WM PA 2U 50 D 2.41 0.00 1.0 12,800 * 18,200 1,280
131
680
870
0.78 C
Y V
SR 674: (CR 579 -to-CARLTON LAKE RD)
WM PA 2U 50 C 3.27 0.00 1.0 6,590
12,700 659
127
360
600
0.60 C
Y
SR 674: (CARLTON LAKE RD -to-CR 39)
SR PA 2U 50 C 6.04 0.17 1.0 2,440
11,000 244
110
140
590
0.24 C
Y
SR 674: (CR 39 -to-POLK COUNTY)
SR PA 2U 50 C 5.61 0.00 1.0 2,240
12,700 224
127
120
600
0.20 B
Y
SUNCOAST PKWY: (VETERANS EXPWY-to-PASCO COUNTY) LU/KO F 4F 65 D 3.71
1.0 33,000 62,200 3,300
525
1,900
3,420
0.56 B
Y
US HWY 41: (NEBRASKA/FLORIDA-to-CRYSTAL LAKE)
LU/CW PA 6D 45 D 1.08 1.85 1.0 38,100 53,500 3,810
521
2,000
2,790
0.72 B
Y IC
US HWY 41: (CRYSTAL LAKE-to-LUTZ LAKE FERN)
LU PA 6D 45 D 1.00 2.00 1.0 38,100 49,200 3,810
403
2,000
2,570
0.78 C
Y
US HWY 41: (LUTZ LAKE FERN-to-COUNTY LINE RD)
LU PA 6D 45 D 1.47 0.68 1.0 34,100 53,500 3,410
521
1,800
2,790
0.65 B C Y
US HWY 41: (SR 60 / ADAMO DR-to-CAUSEWAY)
PR/T PA 6D 45 D 2.00 2.00 1.0 30,000 49,200 3,000
403
1,600
2,570
0.62 C F Y
US HWY 41: (CAUSEWAY-to-MADISON)
PR PA 4D 50 D 1.50 1.33 1.0 33,500 35,700 3,350
347
1,800
1,860
0.97 C F N V
PR/RV/ GB
US HWY 41: (MADISON-to-GIBSONTON)
PA 4D 50 D 3.80 0.53 1.0 21,400 35,700 2,140
347
1,200
1,860
0.65 B E Y
US HWY 41: (GIBSONTON-to-BIG BEND RD)
GB PA 4D 50 D 3.90 0.51 1.0 20,900 35,700 2,090
347
1,400
1,860
0.75 B C N V
US HWY 41: (BIG BEND RD-to-APOLLO BEACH BLVD)
ABP PA 4D 50 D 1.74 0.57 1.0 26,900 35,700 2,690
347
1,500
1,860
0.81 B D N V
US HWY 41: (APOLLO BEACH BLVD-to-19TH AVE NE)
ABP PA 4D 50 D 3.33 0.30 1.0 24,900 34,200 2,490
312
1,400
1,810
0.77 B
N V
US HWY 41: (19TH AVE NE-to-SR 674)
RU PA 4D 50 D 1.55 1.29 1.0 16,900 34,200 1,690
312
820
1,810
0.45 B
N V
US HWY 41: (SR 674-to-FOX PLACE)
RU/SS PA 4D 55 D 1.60 1.88 1.0 15,300 29,400 1,530
255
760
1,570
0.48 C
Y
US HWY 41: (FOX PLACE-to-MANATEE COUNTY)
RU PA 4D 50 C 5.80 0.00 1.0 8,940
41,800 894
418
480
2,230
0.22 A
Y
US HWY 92: (US HWY 301-to-WILLIAMS RD)
EL PA 2U 45 D 2.34 0.85 1.0 14,300 16,400 1,430
131
930
860
1.08 F C N
US HWY 92: (WILLIAMS RD-to-CR 579)
SFN PA 2U 45 D 1.20 0.83 1.0 13,500 16,400 1,350
131
1,100
860
1.28 F E N
US HWY 92: (CR 579-to-KINGSWAY RD)
SFN/ER PA 2U 45 D 1.50 0.67 1.0 12,900 * 16,400 1,290
131
680
860
0.79 C E Y
State Roadways * Growth Factor Applied to 2005 Count
OCTOBER 2006
16
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