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)
HANNA AVE: (40TH ST-to-HARNEY)
EL/T
Y C 2U 45 D 2.04 0.49
12,051 * 15,675
644
836
0.77 C Y
HARNEY RD: (56TH ST -to-SLIGH AVE)
EL
Y C 2U 45 D 1.98 1.01
4,359 15,675
297
836
0.36 B Y
HARNEY RD: (SLIGH AVE-to-MORRIS BRIDGE)
EL
Y MA 2U 45 D 2.50 0.80
11,888 * 15,675 1,014
836
1.21 F N
HARNEY RD: (MORRIS BRIDGE-to-US 301)
TH/EL Y MA 2U 45 D 2.89 0.00
4,672 * 20,045
364
1,064
0.34 B Y
TNC/EGL Y C 2U 45 D 1.03 0.97
12,721 15,675
969
836
1.16 F N
HENDERSON RD: (WATERS AVE-to-LINEBAUGH AVE)
CW Y C 2U 45 D 1.60 0.63
13,874 15,675
835
836
1.00 D N
HENDERSON RD: (LINEBAUGH AVE-to-GUNN HWY)
HIGHVIEW RD: (SR 574/MLK-to-WINDHORST RD)
BR
Y C 2U 40 D 1.50 1.33
8,556 * 15,675
682
836
0.82 C Y
TNC
Y MA 2U 45 E 2.74 1.82
15,510 15,675
685
836
0.82 C Y
HIMES AVE: (HILLSBOROUGH AVE -to-BUSCH BLVD)
HUTCHINSON RD: (EHRLICH RD-to-N MOBLEY RD)
KO/CW Y C 2U 45 D 3.23 0.62
9,907 15,675
518
836
0.62 C Y
TNC
Y C 2U 35 D 1.78 2.25
2,766 * 14,440
222
770
0.29 C Y
JACKSON SPRINGS RD: (HANLEY RD-to-SHELDON RD)
ER
Y C 2U 50 C 1.00 0.00
4,116 * 14,345
219
760
0.29 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
3,505 * 13,395
221
713
0.31 B Y
TNC
Y C 2U 45 D 2.03 0.49
11,144 * 15,675
753
836
0.90 C Y
JOHN MOORE RD: (LUMSDEN RD-to-BLOOMINGDALE AVE )
ER
Y C 2U 45 E 1.01 0.99
8,177 * 15,675
633
836
0.76 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
2,658 * 13,490
289
741
0.39 B Y
KEYSVILLE RD: (CR 39 -to-LITHIA PINECREST)
ER/SR Y MAC 2U 45 C 4.67 0.00
1,553 * 13,490
100
741
0.14 B Y
KINGS AVE: (VICTORIA ST-to-SR 60)
BR
Y C 2U 35 D .51 1.96
9,504 15,675
514
836
0.62 C Y
KINGS AVE: (SR 60-to-LUMSDEN RD)
BR
Y C 4D 45 D 1.01 1.98
23,685 * 34,865 1,264
1,862
0.68 B Y
BR
Y C 4D 45 D 2.03 0.99
23,588 * 34,865 1,378
1,862
0.74 B Y
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
10,301 * 15,675
688
836
0.82 C Y
KINGSWAY RD: (ML KING BLVD -to-SR 60)
BR
Y C 2U 40 D 3.10 0.65
12,760 * 15,675
616
836
0.74 C Y
TH/SFN Y C 2U 45 C 3.11 0.32
3,283 * 13,395
196
713
0.28 B Y
KINGSWAY RD: (US HWY 92-to-THONOTOSASSA RD)
County Roadways * Growth Factor Applied to 2008 AADT ** Capacity and V/C based on 1.2E. LOS based on Generalized Tables
1-7
March 2011
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