THE FORMAT OF THIS REPORT IS SPECIFICALLY DESIGNED FOR REZONINGS AND CONCURRENCY REVIEWS
HILLSBOROUGH COUNTY AUTOMOBILE LEVEL OF SERVICE REPORT COUNTY ROADWAYS
Road Type
Spd Lmt
LOS Std.
Len (mi) Sig/Mi
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
Cap Avail
Plan Area Reg FC
AADT Daily Cap
Roadway (From/To)
TNC
Y MA 4D 45 E 2.64 3.41
24,259 33,345 1,373
1,777
0.77 D Y
MEMORIAL HWY: (VETERANS EXPWY -to-HILLSBOROUGH AVE)
MILLER RD: (SR 60-to-LITHIA PINECREST)
VR
Y C 2U 40 D 2.95 0.68
5,309 * 15,675
242
836
0.29 B Y
NWH Y C 2U 45 D 1.93 0.52
3,750 15,675
526
836
0.63 C Y
MONTAGUE ST: (HILLSBOROUGH AVE -to-WATERS AVE)
ER
Y C 2U 50 C 1.91 0.00
3,181 * 14,345
172
760
0.23 B Y
MOORES LAKE RD: (M L KING BLVD -to-US HWY 92)
EL
Y C 2U 40 D 1.92 0.52
3,154 * 15,675
217
836
0.26 B Y
MORRIS BRIDGE RD: (TEMPLE TERRACE -to-FOWLER AVE)
ER
Y C 2U 40 D 1.64 0.61
2,603 * 15,675
345
836
0.41 B Y
MORRIS BRIDGE RD: (FOWLER AVE -to-FLETCHER AVE)
MORRIS BRIDGE RD: (I-75 -to-CROSS CREEK BLVD)
ER
Y MA 2U 40 D 7.33 0.00
15,690 * 20,045 1,503
1,064
1.41 F N
ER/T
Y MA 2U 45 D 2.51 0.00
10,223 * 20,045
809
1,064
0.76 D Y
MORRIS BRIDGE RD: (CROSS CREEK BLVD -to-PASCO COUNTY)
BR
Y C 2U 30 D 1.00 2.00
8,347 * 14,440
512
770
0.67 C Y
MT CARMEL/FRONT ST: (SEFFNER VALRICO-to-SR 60)
MT CARMEL: (SR 60-to-LUMSDEN RD)
BR
Y C 2U 35 D 1.05 0.95
7,718 15,675
386
836
0.46 B Y
MUD LAKE RD: (SR 60 -to-ALEXANDER ST)
ER
Y C 2U 50 C 4.26 0.00
4,593 * 13,490
251
741
0.34 B Y
VR
Y C 2U 40 D 3.04 0.66
7,200 15,675
406
836
0.49 B Y
MULRENNAN/PEARSON: (SR 60-to-BLOOMINGDALE)
CW Y C 2U 40 D 2.82 1.06
7,232 * 15,675
624
836
0.75 C Y
N BOULEVARD: (COUNTRY CLUB DR -to-LAKE MAGDALANE BLVD)
N MOBLEY: (CRAWLEY RD -to-HUTCHINSON)
KO
Y C 2U 45 C 0.68 0.00
2,642 * 14,345
131
760
0.17 B Y
CW Y C 2U 35 D 1.53 0.65
3,520 * 15,675
247
836
0.30 B Y
N VILLAGE DR: (DALE MABRY HWY -to-S VILLAGE DR)
NICHOLS RD: (KEYSVILLE RD -to-POLK COUNTY)
SR
Y MIC 2U 50 C 2.48 0.00
2,063 13,490
109
741
0.15 B Y
NIXON RD: (LINEBAUGH AVE -to-GUNN HWY)
CW Y C 2U 45 D 1.17 0.85
5,739 * 15,675
448
836
0.54 B Y
CW Y C 4D 45 D 2.26 1.77
7,670 * 34,865
431
1,862
0.23 B Y
NORTHDALE BLV: (DALE MABRY HWY-to-NEWKIRK DR)
BR
Y C 4D 40 D 1.60 2.50
17,737 * 31,540 1,023
1,682
0.61 C Y
OAKFIELD DR: (LAKEWOOD DR -to-PARSONS AVE)
NWH N C 2U 40 D 1.85 0.00
2,569 * 21,090
146
1,083
0.14 B Y
OLD MEMORIAL HWY: (SHELDON RD -to-SEA FAIRER DR)
NWH N C 2U 40 D 1.91 0.52
525 * 15,675
115
836
0.14 B Y
OLD MEMORIAL HWY: (MONTAGUE BLVD -to-HILLSBOROUGH AVE)
ER
Y C 2U 50 C 1.01 0.00
4,322 * 13,490
282
741
0.38 B Y
OLD MULBERRY: (TRAPNELL RD -to-MEDULLA RD)
County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables
1-10
March 2011
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