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 22,400 34,200 2,240
312
1,200
1,810
0.66 B
Y
SR 60 / EAST: (SR 39-to-COUNTY LINE RD)
ER PA 4D 55 C 4.25 0.24 1.0 19,400 25,500 1,940
255
1,100
1,360
0.81 C
Y
SR 674: (I-75-to-US HWY 41)
RU MA 4D 55 D 3.02 0.99 1.0 25,900 34,200 2,590
312
1,500
1,810
0.83 C
N V
SR 674: (I-75 -to-US HWY 301)
SCC MA 4D 45 D 3.04 1.97 1.0 26,400 34,200 2,640
312
1,400
1,810
0.77 C
N V
SR 674: (US HWY 301-to-CR 579)
WM PA 2U 50 D 2.41 0.00 1.0 13,000 * 18,200 1,300
131
690
870
0.79 D
N V
SR 674: (CR 579 -to-CARLTON LAKE RD)
WM PA 2U 50 C 3.27 0.00 1.0 6,120
12,700 612
127
330
600
0.55 B
Y
SR 674: (CARLTON LAKE RD -to-CR 39)
SR PA 2U 50 C 6.04 0.17 1.0 1,880
11,000 188
110
110
590
0.19 B
Y
SR 674: (CR 39 -to-POLK COUNTY)
SR PA 2U 50 C 5.61 0.00 1.0 1,730
12,700 173
127
93
600
0.16 B
Y
SUNCOAST PKWY: (VETERANS EXPWY-to-PASCO COUNTY) LU/KO F 4F 65 D 3.71
1.0 21,700 62,200 2,170
525
1,200
3,420
0.35 A
Y
US HWY 41: (NEBRASKA/FLORIDA-to-CRYSTAL LAKE)
LU/CW PA 6D 45 D 1.08 1.85 1.0 36,600 53,500 3,660
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 38,600 49,200 3,860
403
2,100
2,570
0.82 C
Y
US HWY 41: (LUTZ LAKE FERN-to-COUNTY LINE RD)
LU PA 6D 45 D 1.47 0.68 1.0 24,400 53,500 2,440
521
1,300
2,790
0.47 B
Y
US HWY 41: (SR 60 / ADAMO DR-to-CAUSEWAY)
PR/T PA 6D 45 D 2.00 2.00 1.0 30,500 49,200 3,050
403
1,600
2,570
0.62 C E Y
US HWY 41: (CAUSEWAY-to-MADISON)
PR PA 4D 50 D 1.50 1.33 1.0 32,000 35,700 3,200
347
1,700
1,860
0.91 D F N V
PR/RV/ GB
US HWY 41: (MADISON-to-GIBSONTON)
PA 4D 50 D 3.80 0.53 1.0 23,900 35,700 2,390
347
1,300
1,860
0.70 C E Y
US HWY 41: (GIBSONTON-to-BIG BEND RD)
GB PA 4D 50 D 3.90 0.51 1.0 43,200 35,700 4,320
347
2,800
1,860
1.51 F
N V
US HWY 41: (BIG BEND RD-to-APOLLO BEACH BLVD)
ABP PA 4D 50 D 1.74 0.57 1.0 24,900 35,700 2,490
347
1,400
1,860
0.75 B E N V
US HWY 41: (APOLLO BEACH BLVD-to-19TH AVE NE)
ABP PA 4D 50 D 3.33 0.30 1.0 22,900 34,200 2,290
312
1,300
1,810
0.72 B
N V
US HWY 41: (19TH AVE NE-to-SR 674)
RU PA 4D 50 D 1.55 1.29 1.0 17,000 34,200 1,700
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 17,800 29,400 1,780
255
890
1,570
0.57 C
Y
US HWY 41: (FOX PLACE-to-MANATEE COUNTY)
RU PA 4D 50 C 5.80 0.00 1.0 9,140
41,800 914
418
490
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 12,900 16,400 1,290
131
840
860
0.98 D
Y
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
910
860
1.06 F F N
US HWY 92: (CR 579-to-KINGSWAY RD)
SFN/ER PA 2U 45 D 1.50 0.67 1.0 10,100 * 16,400 1,010
131
530
860
0.62 C
Y
State Roadways * Growth Factor Applied to 2005 Count
OCTOBER 2006
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