THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT COUNTY ROADWAYS
Plan Area FC
Road Type
Spd Lmt
LOS Std.
Len (mi) Sig/Mi
Max V/C AADT
Daily Cap
10% AADT
5% Cap "LOS C"
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Roadway (From/To)
PROGRESS BLVD: (78TH ST -to-US 301)
G MA 2U 45 D 1.40 1.43 1.0 15,400 15,580 1,540
656
1,200
817 1.47 F F N IC
PROVIDENCE RD: (SR 60 -to-BRANDON PARKWAY)
BR C 2U 45 D .77 2.60 1.0 14,100 14,630 1,410
532
740
770 0.96 D
Y
BR MA 4D 45 D 2.05 1.95 1.0 20,200 35,900 2,020 1,648
1,100 1,860 0.59 C E Y A
PROVIDENCE RD: (LUMSDEN RD -to-BLOOMINGDALE AVE)
G C 2U 45 D 1.51 1.32 1.0 13,900 15,580 1,390
656
830
850 0.98D E Y A
PROVIDENCE RD: (BLOOMINGDALE AVE -to-RIVERVIEW DR)
K C 2U 45 D 1.55 1.29 1.0 17,500 15,580 1,750
656
900
817 1.10 F D N CIP-NF
RACE TRACK RD: (HILLSBOROUGH AVE -to-LINEBAUGH AVE)
K C 4D 45 D 1.42 0.70 1.0 17,800 40,300 1,780 1,648
1,100 2,620 0.42 B C Y CIP-A
RACE TRACK RD: (LINEBAUGH AVE -to-COUNTRYWAY BLVD)
K C 2U 45 D 1.58 0.00 1.0 18,600 16,500 1,860
656
1,300 1,020 1.28 F D N CIP-HP
RACE TRACK RD: (COUNTRYWAY BLVD-to-S MOBELY RD)
RACE TRACK RD: ( S MOBELY RD-to-GUNN HWY)
K C 2U 45 C 2.85 0.35 1.0 9,570 13,600 957
622
720
750 0.96 C D N A-V
RHODINE RD: (US HWY 301 -to-BALM RIVERVIEW)
BW C 2U 45 D 2.03 0.49 1.0 3,300 10,800 330
656
280
760 0.37B E Y A
RHODINE RD: (BALM RIVERVIEW -to-BOYETTE RD)
BW C 2U 45 D 3.37 0.30 1.0 3,000 14,725 300
622
220
779 0.28 C
Y
RICE RD: (JIM JOHNSON RD -to-CORONET RD)
UPC C 2U 45 D 0.75 0.00 1.0 3,010 17,290 301
655
170
827 0.21 B
Y
RIVERVIEW DR: (US HWY 41 -to-PROVIDENCE RD)
G C 2U 45 D 4.50 0.44 1.0 7,030 15,580 703
656
420
817 0.51 C
Y
S MOBLEY RD: (RACE TRACK RD -to-GUNN HWY)
K C 2U 45 C 2.16 0.46 1.0 9,180 12,445 918
622
600
656 0.92 C
Y
S VILLAGE DR: (DALE MABRY HWY -to-EHRLICH RD)
C C 4D 45 D 2.14 1.87 1.0 24,200 33,915 2,420 1,648
1,600 1,800 0.89 D F Y A
SAINT CLOUD AVE: (SR 60-to-DURANT RD)
BR C 2U 40 D 2.03 0.99 1.0 4,780 15,580 478
656
300
817 0.37 C
Y
SAM ALLEN RD: (FORBES RD -to-SR 39)
UPC C 2U 45 C 3.52 0.00 1.0 4,610 12,255 461
655
260
656 0.40 B
Y
SAM ALLEN RD: (SR 39 -to-WILDER RD)
UPC C 2U 50 C 1.97 0.00 1.0 5,080 12,255 508
655
270
656 0.41 B
Y
SEFFNER VALRICO: (WHEELER-to-FRONT ST)
TH C 2U 40 D 2.20 0.00 1.0 5,890 11,200 589
656
410
610 0.67 D D Y HP
SHELDON RD: (HILLSBOROUGH AVE -to-WATERS AVE)
TC MA 4D 45 E 2.06 0.97 1.0 31,800 31,800 3,180 1,648
1,900 1,650 1.15 E F N A
SHELDON RD: (WATERS AVE-to-LINEBAUGH AVE)
TC MA 4D 45 D 1.28 1.56 1.0 32,700 40,500 3,270 1,648
1,800 1,700 1.06 E E N A
SHELDON RD: (LINEBAUGH AVE-to-CITRUS PARK DR)
K MA 4D 45 D 1.40 1.43 1.0 36,500 41,300 3,650 1,648
2,000 1,860 1.08 E B N A
SHELDON RD: (CITRUS PARK DR -to-GUNN HWY)
K MA 4D 45 D 1.06 1.89 1.0 22,700 46,200 2,270 1,648
1,400 1,970 0.71 B C Y CIP-A
SHELL POINT RD: (SEA GRAPE DR-to-US HWY 41)
R C 2U 40 D 2.35 0.43 1.0 5,230 18,200 523
622
260
880 0.30 B B N HP-V
SHELL POINT RD/21ST: (US 41 -to-SR 674)
R C 2U 40 D 2.21 0.45 1.0 5,610 16,700 561
622
290
750 0.39B B Y A
SIMMONS RD: (CRENSHAW LAKE-to-CRYSTAL LAKE RD)
L C 2U 35 C 1.11 1.80 1.0 9,000 13,110 900
656
550
684 0.80 C
Y
County Roadways
JULY 2005
10
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