Roadway Level of Service Report (Peak Hour – Peak Direction) County Roadways
PM Pk Hr Dir Vol
PM Pk Hr Dir Cap
Road Type
Spd Lmt
LOS Std.
Len (mi)
Daily Cap
Roadway (From/To)
FC
AADT
LOS
131ST AVE: (NEBRASKA AVE -to-30TH ST)
C 2U 45
E 1.54
7,243 15,485
512 808
C
6TH ST: (SR 674-to-21ST AVE)
C 2U 45
D 1
1,500
8,300
85 450
C
11TH AVE: (14TH ST-to-US 41)
C 2U 40
D 1
1,030
8,100
52 400
B
12TH ST: (US 41-to-SHELL POINT)
C 2U 40
D 1.7
4,580 10,800
225 550
B
14TH AVE: (US 41-to-24TH ST)
C 2U 45
D 2.3
2,060
9,300
124 550
C
14TH ST: (19TH AVE NW-to-SHELL POINT)
C 2U 40
D 1
1,030 10,600
52 530
B
15TH ST: (FOWLER AVE -to-FLETCHER AVE)
C 2U 45
E .99
6,739 15,485
308 808
C
19TH AVE NE: (30TH ST -to-US HWY 41)
MA 2U 45
D 2.29
4,300 12,800
207 610
C
19TH AVE NE: (US HWY 301-to-30TH ST)
MA 2U 50
D 3.85
3,500 17,100
250 920
B
19TH AVE NW: (EG SYMMONS PARK -to-US HWY 41)
C 2U 45
D 2.32
1,860
5,900
100 320
A
21ST AVE: (6TH ST-to-24TH ST)
C 2U 45
D 1.5
2,500
9,500
150 550
B
22ND ST: (CLUB PARK DR-to-BEARSS AVE)
C 2U 45
E 1.42 10,787 15,485
622 808
D
24TH ST: (SR 674-to-21ST AVE)
C 2U 45
D 1.3
2,500 10,800
200 550
B
50TH ST: (FOWLER AVE -to-FLETCHER AVE)
C 2U 45
E .99
10,080 16,055
452 846
C
56TH ST: (FOWLER AVE -to-FLETCHER AVE)
MA 4D 50
D 1.02 25,445 33,915 1,075 1,625
B
78TH ST: (SR 60/ADAMO DR-to-CAUSEWAY BLVD)
C 4D 45
E 2.08 11,584 33,915
860 1,710
B
78TH ST: (CAUSEWAY BLVD -to-MADISON AVE)
C 2U 45
D 1.61 11,243 15,580
587 817
C
78TH ST: (MADISON AVE -to-RIVERVIEW DR)
C 2U 50
D 2.40
4,041 15,580
200 817
B
ANDERSON RD: (HILLSBOROUGH AVE -to-HOOVER BLVD)
MA 2U 45
D 1.05 11,974 15,580
740 817
D
ANDERSON RD/HOOVER:(HILLSBOROUGH AVE-to-WATERS AVE)
MA 4D 45
D 2.15 30,000 32,600 1,850 2,010
D
ANDERSON RD: (WATERS AVE-to-LINEBAUGH AVE)
MA 4D 45
D 1.08 39,526 42,100 2,400 2,560
C
ANDERSON RD: (LINEBAUGH AVE -to-GUNN HWY)
MA 4D 50
D 1.49 21,700 25,900 1,330 1,580
C
APOLLO BEACH BLVD: (SURFSIDE BLVD -to-US HWY 41)
C 4D 45
D 2.49
9,631 33,915
530 1,625
B
ARMENIA AVE: (SLIGH AVE -to-BUSCH BLVD)
C 2U 45
D 1.59 16,031 15,580
800 817
D
ARMENIA AVE: (BUSCH BLVD -to-FLETCHER AVE)
C 2U 45
D 2.59
9,298 15,580
486 817
C
BALM BOYETTE RD: (CR 672 -to-BOYETTE RD)
MAC 2U 45
C 4.11
941 12,255
49 656
A
BALM RIVERVIEW RD: (US HWY 301-to-BOYETTE RD )
C 2U 55
D 1.23
6,750 10,400
375 580
D
BALM RIVERVIEW RD: (BOYETTE RD-to-RHODINE RD)
C 2U 45
D 2.51
8,250 18,800
400 910
B
BALM RIVERVIEW RD: (RHODINE RD -to-BIG BEND RD)
MAC 2U 45
C 1.55
6,200 22,400
300 1,080
B
BALM RIVERVIEW RD: (BIG BEND RD-to-BALM RD )
MAC 2U 55
C 2.36
2,530 12,700
150 600
A
BALM WIMAUMA RD: (SR 674 -to-CR 672)
MAC 2U 45
C 3.97
2,448 12,065
131 570
B
BARRY RD: (HANLEY RD -to-BENJAMIN RD)
C 2U 45
D 1.29
4,020 15,580
210 817
C
BEARSS AVE: (BRUCE B DOWNS BLVD -to-I-275)
MA 4D 45
E 2.37 42,900 36,500 1,800 1,600
F
Roadway LOS Report
1
September 2004
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