Link Id or
Plan Mea
Pk Hour Pk Hour V:SC
Oet Peak HOUI Se, Avail. Cap
Hisl GR
Daily
Exist
FAC. Type
Juris E+C
lOS lengthNumber K100
Me'
M~ V:C
LOS
On Street
To
From
AADT Capacity Volume
Sag.ld
SVC Cap Ratio
Signals
Type Type
Type SId
5,391 1.317
F
Y
A 322
BR SR 60 f ADAMO DR
0
78,018 59,242 7100
KINGS AVE
0
10
FAULKENBURG RD
2.63
0.091 0.020 1.00
SR
80 80
2 2 2 2 2 3 2 3 3 2 3 2 2 4 4 4
2
A 1595
BR SR60
4,421 1.165
F
Y
0
D
3
KINGS AVE
K1NGSWAYRD
0.99
0.091 0.020 1.00
56,610 48,582 5152
SR
80 8D
2
B
5,000 0.650
BR SR60
A 210
1,751
KINGSWAYRO
VALRICORD
35,700 54,945 3249
SR
D 1.52
2
60 60
0.091 0.020 1.00
2
A 20S
BR SRaO
3,320 0.895
C
349
2.04
0
3
VALRICORD
DOVERRD
0.091 0.020 1.00
32,640 36,484 2970
SR
40 4D
2
F
L 36310
BR SRaO
2,560 1.211
B
Y
0
OOVERRO
TURKEY CREEK RD SR
40 4D
4
1
3.00
0.095 0.020 1.00
32,640 26,947 3101
PC SR 60
L 36320
3,210 0.592
1,310
A
MUD LAKE RO
4D 4D
4
B 1.39
0
TURKEY CREEK RD
0.095 0.020 1.00
19,992 33,789 1899
SR
PC SR60
2,560 0.742
B
L 36330
MUD LAKE RO
CR39
1
660
1.62
19,992 26,947 1899
40 40
4
B
0.095 0.020 1.00
SR
PC SR60
3,210 0.534
A
L 36340
1,494
SMITH-RYALS RO
CR39
18.054 33,789 1715
SR
40 40
4
B 2.02
0
0.095 0.020 1.00
PC SR 60
3,210 0.534
L 36350
A
1,494
POLK COUNTY LIN
0
B
SMITH~RYALS RD
2.25
0.095 0.020 1.00
18,054 33,789 1715
SR
40 40
4
529
L 36440
PC SR600
1,735 0.305
1,205
C
US92
ALEXANDER ST
SR
D
1
5,814 19,066
0.29
0.091 0.020 1.00
20 20
2
529
L 36450
PC SR 600
3,282 0.161
2,752
REYNOLDSST
A
ALEXANDER ST
0.18
5,814 36,066
SR
20 20
0
0
0.091 0.020 1.00
2
2,880 0.493
A 5
R SR674
B
1,458
C
3
US HWY 41
1-75
3.02
0.094 0.020 1.00
15,118 30,638 1421
SR
4D 40
3
2,880 0.587
A 10
R SR674
17,989 30,638 1691
B
1-75
3.04
1,189
SR
40 40
3
6
US HWY301
0.094 0.020 1.00
C
L 36590
BW SR674
1008
1,312 0.768
C
304
US HWY 301
5THST
2.19
10,608 13,811
SR
2U
2U
3
C
0
0.095 0.020 1.00
L36600
BW SR674
1008
1,312 0.768
C
304
5THST
0
4THST
0.095 0.020 1.00
10,608 13,811
SR
2U 2U
3
C 0.09
BW SR674
1,312 0.768
L 36610
4THST
1008
0
C
304
CR579
0.14
0.095 0.020 1.00
10,608 13,811
SR
2U
2U
3
C
440
L 36620
BW SR674
1,312 0.335
A
872
CR579
BALM WIMAUMA RD
1.38
0.095 0.020 1.00
4,630 13,811
SR
2U
2U
4
0
4 4 4 4 2 2 2 2 2 2 3 3 4 2
C
262
L 36630
BW SR674
1,312 0.199
A
BALM WIMAUMA RD CARLTON LAKE RD
1.89
2,754 13,811
1,050
4
SR
2U
2U
0
0.095 0.020 1.00
C
BW SR674
262
L 36640
1.312 0.199
CARLTON LAKE RD
0
A
CR39
6.04
0.095 0.020 1.00
2,754 13,811
1,050
SR
2U 2U
4
C
150
L 36650
BW SR674
1,312 0.115
CR39
POLK COUNTY LIN
A
5.61
13,811
SR
2U
2U
4
0
0.095 0.020 1.00
1,581
1,161
C
T TAMPAST
2,250 0.631
A 995
JACKSONST
TYLERST
SR
30 30
1
7
0
830
0.40
0.091 0.020 1.00
15,602 24,725 1420
0
T TAMPAST
A 1000
2,250 0.366
KAYST
823
1,426
9,049 24,725
TYLERST
SR
30 30
1
4
0
0.091 0.020 1.00
0 0.35
T TAMPAST
L 37620
2,652 0.356
KAYST
PALM AVE
1
945
0.36
1,706
SR
30 30
2
0
0.091 0.020 1.00
10,388 29,143
C
T TAMPAST
684
L37630
2,652 0.258
PLAMAVE
COLUMBUS DR
SR
30 30
1
C
0.091 0.020 1.00
7,512 29,143
1,968
2
0 0.32
T TAMPAST
788
L 37640
COLUMBUS DR
3.235 0.244
FLORIBRASKA AVE SR
40 40
0.28
0.091 0.020 1.00
2,447
2
0
1
8,658 35,549
C
T TAMPAST
635
L 37650
6,979 32,967
3,000 0.212
FLORIBRASKA AVE LAKE AVE
SR
30 30
1
B
0.091 0.020 1.00
2,364
2
D 0,49
T TAMPAST
594
L 37660
4,926 0.121
M LKING BLVD
0
A
LAKE AVE
0.24
0.091 0.020 1.00
6,528 54,132
4,331
SR
30 30
2
0
3,090 0.458
TH THONOTOSASSA RD 1-4
A 286
1S,203 33.226 1414
B
US92
SR
40 40
3
1
0.093 0.020 1.00
1,676
0 0.84
TH US HWY301
L40000
1,312 0.192
MANATEE COUNTY RUSKIN WIMAUMA
0
252
A
5.67
0.095 0.020 1.00
2,652 13,811
1,060
SR
2U
2U
4
C
R US HWY 301
1,040 0.549
RUSKIN WIMAUMA
1
572
B
468
L 40010
19TH AVE
1.96
6,018 10,947
SR
2U
2U
4
0.095 0.020 1.00
C
R US HWY301
560
A
L40020
8ALMRD
1,312 0.427
C
4 4 2 4 4 2 7
752
19TH AVE
SR
2U 2U
2.02
0
0.093 0.020 1.00
6,018 14,108
3
R USHWY301
968
L40030
1,312 0.738
BALMRO
BIG BEND RO
SR
2U
2U
0
B
344
1.51
0.093 0.020 1.00
10,404 14,108
3
C
G US HWY301
L40040
1,048 0.934
RHOOINERD
1
978
BIG BEND RD
2.06
0.094 0.020 1.00
10,404 11,149
3
SR
2U
2U
C
C
70
G US HWY301
968
L40050
SYMMESRD
0.95
1,312 0.738
RHOOINERO
SR
2U
2U
3
0
B
344
0.093 0.020 1.00
10,404 14,108
C
G US HWY301
L40060
SYMMESRO
GIBSONTON DR
SR
20 2D
0
968
B
1.S2
0.093 0.020 1.00
10,404 24,387
2,268 0.427
0
1,300
3
G US HWY 301
3.55
A 60
GIBSONTON DR
1-75
SR
60 60
5
3254
B
0.091 0.020 1.00
35,759 54,945
5,000 0.651
1,745 i
2
D
G USHWY301
L40120
5,100 0.570
1-75
EVERHARTRO
SR
4D 40
5
0
B
0.64
0.100 0.020 1.00
29,070 51,000 2907
D
2,193j
--
Notes: FAC Type: 1=Freeway, 2= Urban Interrupted Flow Arterial, 3=Urban Multi~Lane Uninterrupted Flow Arterial, 4= Urban Two-lane Uninterrupted Flow Arterial Flow, S=Non~state other, 6=Not Used, 7= Rural Multi-Lane Uninterrupted Flow Arterial, 8= Rural Two-Lane Uninterrupted Flow Arterial
Area Type: 1=CBD, 2=Suburban, 3=Transitioning, 4=Rura! Developed, 5=Rural State Road System - 8
PAGE 26
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