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)
MORRIS BRIDGE RD: (I-75 -to-CROSS CREEK BLVD)
TH MA 2U 40 D 7.33 0.00 1.0 13,100 14,500 1,310
655
1,400 1,000 1.40 E E N HP
TH MA 2U 45 D 2.51 0.00 1.0 8,480 17,290 848
655
630
827 0.76 C
N V
MORRIS BRIDGE RD: (CROSS CREEK BLVD -to-PASCO COUNTY)
MT CARMEL/FRONT ST: (SEFFNER VALRICO-to-SR 60)
B C 2U 30 D 1.00 2.00 1.0 7,830 9,400 783
532
530
515 1.03E E N A
MT CARMEL: (SR 60-to-LUMSDEN RD)
B C 2U 35 D 1.05 0.95 1.0 8,200 15,580 820
656
620
817 0.76 C
Y
MUD LAKE RD: (SR 60 -to-ALEXANDER ST)
UPC C 2U 50 C 4.26 0.00 1.0 4,400 12,065 440
635
240
570 0.42 B
Y
MULRENNAN/PEARSON: (SR 60-to-BLOOMINGDALE)
BR C 2U 40 D 3.04 0.66 1.0 8,520 15,580 852
656
550
817 0.67 C E Y
USF C 2U 40 D 2.82 1.06 1.0 7,760 15,580 776
656
600
817 0.73 C
Y
N BOULEVARD: (COUNTRY CLUB DR -to-LAKE MAGDALANE BLVD)
N MOBLEY: (CRAWLEY RD -to-HUTCHINSON)
K C 2U 45 C 1.54 0.00 1.0 5,150 12,255 515
655
310
656 0.47 B
Y
N VILLAGE DR: (DALE MABRY HWY -to-S VILLAGE DR)
C C 2U 35 D 1.53 0.65 1.0 5,490 10,400 549
656
360
670 0.54D C Y A
NICHOLS RD: (KEYSVILLE RD -to-POLK COUNTY)
BW MIC 2U 50 C 2.48 0.00 1.0 1,720 12,065 172
635
92
570 0.16 B
Y
NIXON RD: (LINEBAUGH AVE -to-GUNN HWY)
C C 2U 45 D 1.17 0.85 1.0 5,840 15,580 584
656
440
817 0.54 C
Y
NORTHDALE BLVD: (DALE MABRY HWY-to-WILCOX RD)
K C 4D 45 D 2.26 1.77 1.0 18,500 33,915 1,850 1,648
1,300 1,625 0.80 B
Y
OAKFIELD DR: (LAKEWOOD DR -to-PARSONS AVE)
BR C 4D 40 D 1.60 2.50 1.0 15,100 31,065 1,510 1,235
830
1,625 0.51 C
Y
OLD MEMORIAL HWY: (SHELDON RD -to-SEA FAIRER DR) TC C 2U 40 D 1.85 0.00 1.0 4,480 18,620 448 656 240
903 0.27 B
Y
TC C 2U 40 D 1.91 0.52 1.0 1,330 15,580 133
656
70
817 0.09 B
Y
OLD MEMORIAL HWY: (MONTAGUE BLVD -to-HILLSBOROUGH AVE)
OLD MULBERRY: (TRAPNELL RD -to-MEDULLA RD)
UPC C 2U 50 C 1.01 0.00 1.0 4,140 12,065 414
635
270
570 0.47 B
Y
ORIENT RD: (SR 60-to-HILLSBOROUGH AVE)
TH C 2U 45 D 3.05 0.98 1.0 11,700 15,580 1,170
656
680
817 0.83 C F Y
ORIENT RD: (HILLSBOROUGH AVE -to-SLIGH AVE)
TH C 2U 45 D 1.00 1.00 1.0 10,400 15,580 1,040
656
620
817 0.76 C F Y
PALM RIVER RD: (US HWY 41 -to-78TH ST)
G C 2U 35 D 2.09 0.48 1.0 8,880 15,580 888
656
640
817 0.78 C F Y
PALM RIVER RD: (78TH ST -to-FALKENBURG RD)
BR C 2U 45 D 1.97 1.02 1.0 11,200 12,000 1,120
656
620
760 0.82C C Y A
PARSONS AVE: (US HWY 92 -to-ML KING BLVD)
TH C 2U 40 D 1.62 0.62 1.0 8,390 15,580 839
656
450
817 0.55 C
Y
PARSONS AVE: (ML KING BLVD -to-SR 60)
BR C 4D 45 D 3.03 1.65 1.0 21,800 33,915 2,180 1,648
1,200 1,625 0.74 B E Y
PARSONS AVE: (SR 60-to-LUMSDEN RD)
BR C 2U 45 D 1.00 2.00 1.0 14,800 14,630 1,480
532
830
770 1.08 F E N
PATTERSON RD: (RACE TRACK RD -to-TARPON SPRINGS)
K MAC 2U 45 C 4.31 0.23 1.0 3,720 10,450 372
550
280
561 0.50 C
Y
PAULS DR: (SR 60-to-BRANDON PARKWAY )
BR C 2U 45 D .99 1.01 1.0 3,180 15,580 318
656
170
817 0.21 B
Y
County Roadways
JULY 2005
9
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