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
Daily Cap
10% AADT
1% Cap "LOS C"
Peak Hr Dir Vol
Peak Hr Dir Cap
V/C Ratio LOS
INT LOS
Cap Avail
Spc Note
Plan Area Reg FC
AADT
Roadway (From/To)
HANNA AVE: (40TH ST-to-HARNEY)
EL/T
Y C 2U 45 D 2.04 0.49
11,300 15,580 1,130
131
603
817 0.74 C
Y
HARNEY RD: (56TH ST -to-SLIGH AVE)
EL
Y C 2U 45 D 1.98 1.01
10,300 15,580 1,030
131
650
817 0.80 C F Y
HARNEY RD: (SLIGH AVE-to-MORRIS BRIDGE)
EL
Y MA 2U 45 D 2.50 0.80
9,700 15,580 970
131
0
817 0.00 B
Y IC
HARNEY RD: (MORRIS BRIDGE-to-US 301)
TH/EL Y MA 2U 45 D 2.89 0.00
8,770 17,290 877
131
0
827 0.00 A
Y
TNC/EGL Y C 2U 45 D 1.03 0.97
14,200 13,500 1,420
131
890
800 1.11F E N A
HENDERSON RD: (WATERS AVE-to-LINEBAUGH AVE)
CW Y C 2U 45 D 1.60 0.63
15,700 17,600 1,570
131
0
970 0.00F B Y A
HENDERSON RD: (LINEBAUGH AVE-to-GUNN HWY)
TNC
Y MA 2U 45 E 2.74 1.82
17,700 13,600 1,770
131
1,200
770 1.56F F N A
HIMES AVE: (HILLSBOROUGH AVE -to-BUSCH BLVD)
HIGHVIEW RD: (SR 574/MLK-to-WINDHORST RD)
BR
N C 2U 40 D 1.50 1.33
8,030 6,700 803
131
630
500 1.26F E N A
TNC
N MA 2U 45 D 1.05 0.95
13,800 16,000 1,380
131
910
950 0.96 D
Y A
HOOVER BLVD: (HILLSBOROUGH AVE -to-ANDERSIB RD)
HUTCHINSON RD: (EHRLICH RD-to-N MOBLEY RD)
KO/CW Y C 2U 45 D 3.23 0.62
15,400 15,580 1,540
131
1,100
817 1.35 F F N
TNC
Y C 2U 35 D 1.78 2.25
3,560 * 14,630 356
106
362
770 0.47 C
Y
JACKSON SPRINGS RD: (HANLEY RD-to-SHELDON RD)
ER
Y C 2U 50 C 1.00 0.00
3,940 12,255 394
131
210
656 0.32 B
Y
JAP TUCKER RD: (TRAPNELL RD -to-JIM JOHNSON RD)
JOE EBERT RD: (WILLIAMS RD -to-CR 579)
BR
Y C 2U 40 C 2.00 0.50
3,630 8,400 363
124
210
470 0.45A C Y A
TNC
Y C 2U 45 D 2.03 0.49
9,470 11,400 947
131
640
640 1.00E E N A
JOHN MOORE RD: (LUMSDEN RD-to-BLOOMINGDALE AVE )
ER
Y C 2U 45 E 1.01 0.99
9,410 * 16,055 941
131
684
846 0.81 C
Y
KELLY RD: (MEMORIAL HWY -to-HILLSBOROUGH AVE)
KEYSVILLE RD: (TURKEY CREEK RD -to-CR 39)
TH
Y C 2U 45 C 2.64 0.00
2,890 12,065 289
127
290
570 0.51 B
Y
KEYSVILLE RD: (CR 39 -to-LITHIA PINECREST)
ER/SR Y MAC 2U 45 C 4.67 0.00
1,700 12,065 170
127
110
570 0.19 B
Y
KINGS AVE: (VICTORIA ST-to-SR 60)
BR
Y C 2U 35 D .51 1.96
10,400 15,580 1,040
131
600
817 0.73 C
Y
KINGS AVE: (SR 60-to-LUMSDEN RD)
BR
Y C 4D 45 D 1.01 1.98
26,500 * 25,500 2,650
330
2,000
1,360 1.47 F F N A
BR
Y C 4D 45 D 2.03 0.99
25,000 * 21,700 2,500
330
1,900
1,150 1.65 F F N A
KINGS AVE: (LUMSDEN RD -to-BLOOMINGDALE AVE)
KINGSWAY RD: (US HWY 92 -to-ML KING BLVD)
SFN Y C 2U 40 D 1.64 0.61
9,200 9,500 920
131
620
860 0.72C D Y A
KINGSWAY RD: (ML KING BLVD -to-SR 60)
BR
Y C 2U 40 D 3.10 0.65
13,500 14,200 1,350
131
670
850 0.79C D Y A
TH/SFN Y C 2U 45 C 3.11 0.32
5,700 15,400 570
124
350
880 0.40 B B Y HP
KINGSWAY RD: (US HWY 92-to-THONOTOSASSA RD)
TH
Y MA 2U 50 D 2.64 0.00
4,290 16,435 429
127
250
779 0.32 B
Y
KNIGHTS GRIFFIN RD: (US HWY 301-to-MCINTOSH RD)
KNIGHTS GRIFFIN RD: (MCINTOSH RD -to-SR 39)
TH
Y MA 2U 50 D 6.80 0.00
5,790 16,435 579
127
400
779 0.51 C
Y
KNIGHTS GRIFFIN RD: (SR 39-to-POLK COUNTY)
ER
Y MA 2U 50 D 5.05 0.00
6,080 16,435 608
127
370
779 0.48 C
Y
County Roadways * Growth Factor Applied to 2005 Count
6
OCTOBER 2006
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