FLORIDA DEPARTMENT OF TRANSPORTATION ALL SYSTEM PAVEMENT CONDITION FORECAST 1

11:14 Tuesday, September 6, 2016
FLORIDA DEPARTMENT OF TRANSPORTATION
ALL SYSTEM PAVEMENT CONDITION FORECAST
PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2017 - 2022, EXTRACTED ON 09/02/2016
SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING
----------------------------------------------
DISTRICT = 1
COUNTY = OKEECHOBEE
RDWYID
BMP
EMP RW SYS TYP SPD DISTRESS SURVEYED YEAR
SR
US
G_BMP G_EMP LN
%T
AADT RATINGS 1991 1992 1993
INTERSECT AT (MP|SIDE)
SURFTYPE ========
ITMSEG-P
W_BMP W_EMP RW FY-P WKMX-P
CONTRACTOR (AGE_ONE YEAR)
ASTYPE
2004 2005 2006
ITMSEG-F
W_BMP W_EMP RW FY-F WKMX-F
91010000
0.000 3.060
78
SW 40 TER( 0.5R)
4291021
0.126 3.069
LAWRENCE-LYNCH CORP.
C
1
2 13.5
1 50 CRACKING
5000 RIDE
FC125M
C 2014
0012 CRACKING
(2015)
RIDE
91010000
3.060 4.781 C
1
1 55
78
2 15.0
5800
SIXTEENTH WAY SW( 3.7L)
FC2
1968562
3.166 4.725 C 2003
0012
PREFERRED MATERIALS, INC. (2005)
---------------------------------------------FUTURE
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2007
2008
2009
2010
2011
2012
2013
2014
2015
2016
10.0
8.9
10.0
8.9
10.0
8.9
9.5
8.9
9.5
8.7
10.0
8.4
7.0
8.4
5.5*
8.5
6.5
8.4
3.5*
7.8
0.0*
7.9
0.0*
7.4
0.0*
6.7
8.0
8.4
8.0
8.4
7.0
8.1
7.0
8.2
6.5
8.1
6.5
7.9
6.5
7.9
6.5
7.6
4.5*
7.6
4.5*
7.4
4.5* 10.0
7.3
8.8
CRACKING 10.0
RIDE
8.5
10.0
8.0
9.5
8.9
8.5
8.1
7.5
7.8
6.5
8.5
6.5
7.8
6.0*
8.2
6.0*
8.4
6.0*
8.4
4.0*
8.2
4.0*
8.0
3.5*
7.8
1.0* 10.0
6.4* 8.3
10.0
7.8
10.0
8.0
10.0
8.1
10.0
8.0
10.0
8.0
9.0
7.9
8.5
7.8
8.5
7.8
8.5
7.8
7.5
7.6
7.5
7.5
2021
(FAST)
CRACKING
RIDE
9.5
8.0
5.0
7.2
----------------------------------------------------------------------------------------------------------------------------------91020000
0.000 1.626 R
1
1 45 CRACKING 10.0 10.0 10.0
9.0
9.0
9.0
8.0
8.0
8.0
8.0
6.0* 6.0* 6.0*
15
98
2 6.9 16900 RIDE
7.8
7.9
7.4
7.9
7.5
7.8
7.5
7.7
7.0
7.2
7.4
7.0
6.9
SR 700/SR 15/US 441( 0.0R)
FC125
1968981
0.000 1.649 C 2003
0012 CRACKING 5.5*
10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0
8.5
PREFERRED MATERIALS, INC. (2006)
RIDE
6.8
7.7
8.2
8.2
8.1
8.0
7.9
7.8
7.7
7.7
7.8
7.8
7.5
91020000
1.626 2.950 R
1
1 40
15
98
2 6.4 22000
WALMART ENT( 1.7R)
UNKW
1968032
1.649 3.136 C 2003
0012
PREFERRED MATERIALS, INC. (2006)
CRACKING 10.0
RIDE
7.9
91020000
2.950 3.325 R
1
8 25
15
441
2 9.0 22000
SE 3RD ST( 3.0R)
UNKW
1968032
1.649 3.136 C 2003
0012
PREFERRED MATERIALS, INC. (2006)
CRACKING 10.0
RIDE
7.7
91020000
3.325 3.693 R
1
1 35
15
441
2 9.0 22000
NE 4TH ST( 3.4R)
UNKW
1968222
3.151 3.670 C 2003
0012
PREFERRED MATERIALS, INC. (2006)
CRACKING 10.0
RIDE
7.7
CRACKING
RIDE
CRACKING
RIDE
CRACKING
RIDE
10.0
8.4
9.0
6.1
10.0
7.9
6.0*
6.0
10.0
7.9
1.0*
5.0*
9.0
8.3
9.0
8.3
9.0
8.2
9.0
8.1
9.0
8.1
9.0
7.2
9.0
6.6
9.0
6.6
9.0
6.3
9.0
5.9
10.0
7.3
10.0
7.3
10.0
7.8
10.0
7.7
10.0
7.5
9.0
7.5
9.0
7.5
9.0
7.3
9.0
6.8
9.0
7.1
9.0
7.4
10.0
8.1
10.0
8.1
9.0
7.6
9.0
8.1
8.5
7.2
7.0
7.4
7.0
7.0
7.0
6.9
6.0*
7.1
6.0*
7.1
6.0*
6.6
10.0
6.9
10.0
7.3
10.0
7.1
10.0
7.6
10.0
7.2
10.0
7.2
9.5
6.6
9.5
6.5
9.5
6.3
9.5
6.4
10.0
8.1
10.0
8.1
9.0
7.6
9.0
8.1
8.0
7.5
8.0
7.4
6.5
7.3
4.5*
7.2
3.5*
7.2
3.5*
6.6
3.5*
6.5
10.0
7.9
10.0
8.1
10.0
8.1
10.0
7.9
10.0
7.9
10.0
7.9
9.0
7.6
9.0
7.8
9.0
7.6
9.0
7.6
9.0
7.8
7.5
8.3
7.0
8.2
3.5*
6.3*
3.0*
6.0*
3.0*
6.3*
3.0*
6.5
3.0*
6.0*
10.0
8.0
10.0
8.2
10.0
8.2
10.0
8.2
10.0
8.0
10.0
8.0
9.0
7.9
9.0
7.9
9.0
8.0
9.0
7.9
9.0
7.7
10.0
8.0
10.0
8.7
9.0
8.6
9.0
8.7
8.0
8.4
7.0
8.5
7.0
8.0
7.0
8.0
6.0*
8.1
6.0*
8.0
6.0*
7.7
10.0
8.6
10.0
8.6
10.0
8.5
9.5
8.5
9.5
8.5
9.5
8.4
9.5
8.3
9.5
8.3
9.5
8.2
10.0
8.8
10.0
8.6
R
1
2 12.4
1 45 CRACKING
13200 RIDE
FC95
C 2002
0213 CRACKING
(2006)
RIDE
7.5
8.2
91020000
15
441
SIDE ROAD(
4126431
ELMO GREER
C
1
2 19.8
8.5
8.4
8.5
8.8
6.0*
7.1
6.0*
7.0
4.5* 10.0
6.3* 8.6
9.0
8.9
9.5
9.1
8.0
7.8
6.0*
8.5
6.0*
8.2
4.0*
8.0
4.0*
7.7
4.0*
8.2
3.5*
8.2
10.0
8.1
10.0
8.1
7.0
8.2
7.0
8.2
7.0
8.0
7.0
8.0
7.0
7.8
6.0*
7.8
6.0*
7.7
1 60 CRACKING 10.0
5700 RIDE
8.6
UNKW
C 2010
0005 CRACKING 8.0
(2012)
RIDE
7.9
C 2018
0012
9.0
8.9
9.5
9.1
8.0
7.8
6.0*
8.5
6.0*
8.2
4.0*
8.0
4.0* 10.0
7.7
8.5
10.0
8.6
10.0
8.0
10.0
8.5
9.5
8.3
8.0
7.7
6.5
7.7
6.5
7.8
6.5
7.8
6.5
7.7
6.5
7.5
4.5* 10.0
7.4
8.6
10.0
8.5
10.0
8.4
10.0
8.3
10.0
8.4
91020000 13.988 17.246 C
1
1 60 CRACKING 10.0
15
441
2 26.7
5700 RIDE
8.6
NE 179TH ST(14.4L)
FC125
1969031
11.101 22.282 C 2000
0221 CRACKING 10.0
RANGER CONSTRUCTION INDUST(2002)
SPRIDE
8.3
4349411
11.099 16.888 C 2018
0012
9.0
8.9
9.5
9.1
8.0
7.8
6.0*
8.5
6.0*
8.2
4.0*
8.0
4.0*
7.7
3.5*
7.9
3.5*
7.8
10.0
8.9
10.0
8.7
9.0
8.2
9.0
8.2
9.0
8.3
8.5
8.4
7.5
8.2
7.0
8.1
7.0
8.1
6.0*
7.9
6.0*
7.9
6.1R)
5.732 11.099
& SONS, LLC
1 60 CRACKING
9200 RIDE
FC125
C 2005
0012 CRACKING
(2007)
RIDE
3.0*
5.2*
91020000 11.099 13.533 C
1
1 60 CRACKING 10.0
15
441
2 26.7
5700 RIDE
8.6
NE 131ST LN(11.4R)
FC125
1969031
11.101 22.282 C 2000
0221 CRACKING 10.0
RANGER CONSTRUCTION INDUST(2002)
SPRIDE
8.1
4349411
11.099 16.888 C 2018
0012
91020000 13.533 13.988
15
441
NE 168TH ST(13.8R)
4224081
13.533 13.988
DICKERSON FLORIDA INC.
4349411
11.099 16.888
C
1
2 26.7
"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"@" INDICATES G1 PROJECT LENGTH SHORTER THAN
2021 FORECASTED BY FLORIDA'S ANALYSIS SYSTEM
6.0*
7.6
6.0*
7.5
6.0*
7.0
5.5*
7.0
6.0*
7.4
6.0*
7.7
5.5*
7.5
5.5*
7.6
7.5
7.1
10.0
7.8
91020000
3.693 5.815
15
441
NE 9TH ST( 3.7R)
1968061
3.773 5.501
APAC-FLORIDA, INC
5.815 11.099
7.5
7.9
9.0
8.4
7.5
7.5
7.5
7.4
8.0
8.0
5.5*
7.4
5.5*
7.7
<=6); START 2006, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 50 MPH.
<=6); START 2002, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 45 MPH.
ROADWAY SEGMENT 1 MILE OR MORE.
FOR TARGETS(FAST).
1
11:14 Tuesday, September 6, 2016
FLORIDA DEPARTMENT OF TRANSPORTATION
ALL SYSTEM PAVEMENT CONDITION FORECAST
PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2017 - 2022, EXTRACTED ON 09/02/2016
SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING
----------------------------------------------
DISTRICT = 1
COUNTY = OKEECHOBEE
RDWYID
BMP
EMP RW SYS TYP SPD DISTRESS SURVEYED YEAR
SR
US
G_BMP G_EMP LN
%T
AADT RATINGS 1991 1992 1993
INTERSECT AT (MP|SIDE)
SURFTYPE ========
ITMSEG-P
W_BMP W_EMP RW FY-P WKMX-P
CONTRACTOR (AGE_ONE YEAR)
ASTYPE
2004 2005 2006
ITMSEG-F
W_BMP W_EMP RW FY-F WKMX-F
---------------------------------------------FUTURE
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2007
2008
2009
2010
2011
2012
2013
2014
2015
2016
10.0
8.9
10.0
8.3
7.0
6.9
7.0
6.9
10.0
8.8
10.0
8.7
91020000 17.246 17.530 C
1
1 60 CRACKING 10.0
15
441
1 36.3
3700 RIDE
8.4
CR 68/ NE 224TH ST(17.4R)
FC125
1969031
11.101 22.282 C 2000
0221 CRACKING 10.0
RANGER CONSTRUCTION INDUST(2002)
SPRIDE
7.9
4349401
16.888 22.266 C 2017
0012
10.0
8.9
10.0
9.1
10.0
7.8
10.0
7.6
10.0
8.4
8.0
7.8
8.0
7.7
7.0
8.3
5.5*
8.3
10.0
7.7
10.0
7.7
10.0
7.7
9.5
7.8
7.0
7.7
7.0
7.6
7.0
7.3
7.0
7.2
7.0
7.3
91020000 17.530 22.222 C
1
1 60 CRACKING 9.0
15
441
2 36.3
3700 RIDE
8.6
CR 724(18.4L)
FC125
1969031
11.101 22.282 C 2000
0221 CRACKING 10.0
RANGER CONSTRUCTION INDUST(2002)
SPRIDE
8.1
4349401
16.888 22.266 C 2017
0012
9.0
8.7
9.0
9.0
7.0
7.9
6.0*
8.4
5.5*
7.9
3.5*
7.9
3.5*
7.8
3.5*
8.3
3.0*
8.2
10.0
8.1
10.0
8.0
9.5
8.1
7.0
8.1
7.0
7.8
7.0
7.8
7.0
7.6
6.0*
7.4
6.0*
7.3
10.0
8.0
9.0
9.1
9.0
8.3
9.0
7.8
8.0
8.4
10.0
8.7
10.0
8.7
10.0
8.7
10.0
8.3
10.0
8.1
10.0
8.1
10.0
8.0
10.0
7.7
10.0
7.6
9.5
7.8
7.0
7.9
6.5
7.8
6.5
7.6
6.5
7.7
6.5
7.7
6.5
7.4
6.5
7.4
6.5
7.2
6.5
6.8
91020000 22.222 22.582
15
441
CR 15C(22.4R)
4380631
22.222 31.696
C
1
2 36.3
1 60 CRACKING 10.0
3700 RIDE
8.5
FC125
CRACKING 10.0
(2000)
RIDE
7.7
C 2019
0012
7.0
6.9
6.0*
6.9
5.5*
6.9
2021
(FAST)
10.0
7.9
5.5* 10.0
6.7
7.9
91020000 22.582 31.696 C
1
1 60 CRACKING 8.5
7.0
7.0
6.0* 6.0* 4.0* 3.5* 3.5* 3.0* 3.0*
10.0 10.0
15
441
2 36.3
3700 RIDE
7.6
7.8
8.0
7.4
7.5
7.4
7.2
7.4
7.5
7.5
8.4
8.2
NE 308TH ST(22.7R)
FC125
1968711
22.571 31.696 C 2000
0012 CRACKING 10.0 10.0 10.0 10.0
8.5
7.5
7.0
7.0
7.0
7.0
7.0
6.0* 6.0* 4.5
FELIX EQUITIES OF FLORIDA (2002)
SPRIDE
7.9
7.9
7.7
7.9
8.0
7.8
7.8
7.8
7.6
7.5
7.3
7.3
7.0
6.7
4380631
22.222 31.696 C 2019
0012
----------------------------------------------------------------------------------------------------------------------------------91020000
3.693 5.815 L
1
1 45 CRACKING 7.5
7.5
7.5
7.0
6.0* 6.0* 6.0* 5.5* 3.5* 3.0* 3.0* 3.0* 3.0*
15
441
2 12.4 13200 RIDE
8.2
7.9
8.3
8.2
7.6
7.5
7.0
7.0
6.3* 6.0* 6.3* 6.5
6.0*
SIDE ROAD( 3.7L)
FC95
1968061
3.773 5.501 C 2002
0213 CRACKING 3.0*
10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0
9.0
9.0
9.0
7.5
APAC-FLORIDA, INC
(2006)
RIDE
5.2*
8.0
8.3
8.3
8.2
8.1
8.1
7.9
7.9
7.9
7.9
7.7
7.5
91020000
3.325 3.693 L
1
1 35
15
441
2 9.0 22000
FOURTH ST NE( 3.4L)
UNKW
1968222
3.151 3.670 C 2003
0012
PREFERRED MATERIALS, INC. (2006)
CRACKING 10.0
RIDE
7.7
91020000
2.950 3.325 L
1
8 25
15
441
2 9.0 22000
SW 3RD ST( 3.0L)
UNKW
1968032
1.649 3.136 C 2003
0012
PREFERRED MATERIALS, INC. (2006)
CRACKING 10.0
RIDE
7.7
91020000
1.626 2.950 L
1
1 40
15
98
2 6.4 22000
SW 23RD ST( 1.6L)
UNKW
1968032
1.649 3.136 C 2003
0012
PREFERRED MATERIALS, INC. (2006)
CRACKING 10.0
RIDE
7.8
91020000
0.000 1.626 L
1
1 45
15
98
2 6.9 16900
SR 15( 0.0L)
FC125
1968981
0.000 1.649 C 2003
0012
PREFERRED MATERIALS, INC. (2006)
CRACKING 10.0
RIDE
7.8
CRACKING
RIDE
CRACKING
RIDE
CRACKING
RIDE
CRACKING
RIDE
9.0
7.7
1.0*
5.7
9.0
7.7
6.5
5.9
10.0
8.3
9.0
7.3
10.0
7.7
3.5*
6.4*
9.0
8.5
9.0
8.3
9.0
7.8
8.0
7.9
8.0
7.9
8.0
7.6
7.0
7.6
6.5
7.4
4.5*
7.4
4.5*
7.0
3.5*
6.9
10.0
7.9
10.0
8.2
10.0
8.1
10.0
8.1
10.0
8.1
9.0
8.0
9.0
7.9
9.0
8.0
9.0
7.7
9.0
7.8
9.0
8.1
9.0
8.5
9.0
8.3
9.0
7.8
8.0
7.9
7.0
7.6
7.0
7.7
7.0
6.9
7.0
6.9
7.0
6.9
7.0
6.8
7.0
6.7
10.0
7.2
10.0
7.6
10.0
7.7
10.0
7.6
10.0
7.4
10.0
7.6
10.0
7.0
10.0
7.3
9.0
7.4
9.0
7.2
9.0
8.3
9.0
8.2
9.0
8.1
9.0
8.4
9.0
7.9
9.0
8.0
9.0
6.5
9.0
6.9
9.0
7.6
9.0
7.5
9.0
7.1
10.0
7.6
10.0
7.5
10.0
7.4
10.0
7.2
10.0
6.9
9.0
6.6
9.0
7.2
9.0
6.4
9.0
6.3
9.0
6.3
9.0
6.8
9.5
7.9
8.0
7.9
8.0
7.5
7.0
7.8
5.0*
7.7
5.0*
7.7
4.0*
7.6
4.0*
7.7
4.0*
7.6
3.0*
7.3
10.0
8.3
10.0
8.6
10.0
8.6
10.0
8.6
5.0*
7.4
10.0
8.3
10.0
8.4
10.0
8.1
10.0
8.1
10.0
8.2
10.0
8.1
7.5
7.8
10.0
7.8
10.0
8.0
7.5
6.5
8.5
7.7
----------------------------------------------------------------------------------------------------------------------------------91050000
0.000 2.152 C
1
1 45 CRACKING 7.0 10.0
7.0
6.0* 6.0* 4.0* 4.0* 4.0*
10.0 10.0 10.0 10.0
15
98
2 9.2
7200 RIDE
8.2
8.1
8.0
8.0
7.7
7.9
7.5
7.5
8.7
8.7
8.6
8.5
SR 15/700/US 98/441( 0.0L)
FC3
1968971
0.090 2.072 C 1998
0012 CRACKING 10.0 10.0
9.5
9.5
8.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0
7.0 10.0
BETTER ROADS INC
(2000)
S RIDE
8.3
8.3
8.1
8.4
8.3
8.3
8.3
8.2
8.1
8.1
8.1
8.0
7.8
7.9
4349621
0.000 2.188 C 2017
0012
91050000
2.152 5.026 C
1
1 50 CRACKING 10.0 10.0
15
98
2 8.7
7900 RIDE
8.7
8.8
SE 30TH TER( 2.2R)
FC125
1968552
2.213 11.924 C 2003
0012 CRACKING 3.5* 10.0
RANGER CONSTRUCTION INDUST(2005)
SPRIDE
6.8
7.9
"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"@" INDICATES G1 PROJECT LENGTH SHORTER THAN
2021 FORECASTED BY FLORIDA'S ANALYSIS SYSTEM
10.0
9.1
10.0
8.0
7.5
8.3
7.0
8.1
7.0
8.0
6.5
7.9
6.5
8.5
6.5
8.4
4.5*
8.3
4.5*
8.0
4.5*
7.8
10.0
7.8
10.0
7.9
10.0
8.0
10.0
8.0
9.5
7.9
9.5
7.8
8.0
7.8
8.0
7.8
8.0
7.7
8.0
7.6
8.0
7.6
6.5
7.3
<=6); START 2006, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 50 MPH.
<=6); START 2002, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 45 MPH.
ROADWAY SEGMENT 1 MILE OR MORE.
FOR TARGETS(FAST).
2
11:14 Tuesday, September 6, 2016
FLORIDA DEPARTMENT OF TRANSPORTATION
ALL SYSTEM PAVEMENT CONDITION FORECAST
PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2017 - 2022, EXTRACTED ON 09/02/2016
SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING
----------------------------------------------
DISTRICT = 1
COUNTY = OKEECHOBEE
RDWYID
BMP
EMP RW SYS TYP SPD DISTRESS SURVEYED YEAR
SR
US
G_BMP G_EMP LN
%T
AADT RATINGS 1991 1992 1993
INTERSECT AT (MP|SIDE)
SURFTYPE ========
ITMSEG-P
W_BMP W_EMP RW FY-P WKMX-P
CONTRACTOR (AGE_ONE YEAR)
ASTYPE
2004 2005 2006
ITMSEG-F
W_BMP W_EMP RW FY-F WKMX-F
91050000
15
98
5.301
1
8.7
1 55 CRACKING 10.0
7900 RIDE
8.7
FC125
CRACKING 10.0
(2002)
RIDE
7.5
1995
1996
1997
1998
1999
2000
2001
2002
2003
2007
2008
2009
2010
2011
2012
2013
2014
2015
2016
10.0
7.9
10.0
8.0
7.5
8.3
7.0
8.1
7.0
8.0
6.5
7.9
6.5
8.5
6.5
8.4
4.5* 10.0
8.3
8.0
10.0
8.1
10.0
8.0
10.0
8.1
10.0
8.1
10.0
8.1
10.0
8.1
10.0
8.0
9.0
7.9
9.0
7.9
8.5
8.0
8.5
7.8
8.5
7.6
91050000
5.301 11.160 C
1
1 55 CRACKING 10.0 10.0
15
98
2 19.5
3200 RIDE
8.7
8.8
CR 15A( 6.4L)
FC125
1968552
2.213 11.924 C 2003
0012 CRACKING 3.5* 10.0
RANGER CONSTRUCTION INDUST(2005)
SPRIDE
6.9
8.2
10.0
9.1
10.0
8.0
7.5
8.3
7.0
8.1
7.0
8.0
6.5
7.9
6.5
8.5
6.5
8.4
4.5*
8.3
4.5*
8.2
4.5*
8.0
10.0
8.1
10.0
8.2
10.0
8.3
10.0
8.3
10.0
8.2
10.0
8.1
9.5
8.1
9.5
8.1
8.5
8.1
7.0
8.0
7.0
8.0
91050000 11.160 11.463
15
98
SE 138TH BLVD(11.3L)
10.0
8.8
10.0
9.1
10.0
8.0
7.5
8.3
7.0
8.1
7.0
8.0
6.5
7.9
6.5
8.5
6.5
8.4
4.5* 10.0
8.3
7.9
10.0
7.8
10.0
8.0
10.0
7.9
10.0
8.1
10.0
8.2
10.0
8.1
10.0
8.1
10.0
7.9
10.0
7.9
9.0
7.9
9.0
7.8
9.0
7.8
9.0
7.5
1 55 CRACKING 10.0 10.0
2600 RIDE
8.7
8.8
FC125
1968552
2.213 11.924 C 2003
0012 CRACKING 3.5* 10.0
RANGER CONSTRUCTION INDUST(2005)
SPRIDE
6.5
8.0
10.0
9.1
10.0
8.0
7.5
8.3
7.0
8.1
7.0
8.0
6.5
7.9
6.5
8.5
6.5
8.4
4.5*
8.3
4.5*
8.0
4.5*
7.8
10.0
7.9
10.0
8.1
10.0
7.9
10.0
8.1
10.0
7.9
10.0
7.9
10.0
7.9
9.5
7.9
9.5
7.8
9.5
7.6
9.5
7.6
2021
(FAST)
10.0
9.1
11.463 11.994
C
2
FUTURE
1994
10.0
8.8
91050000
15
98
5.026
----------------------------------------------
C
1
2 27.6
1 55 CRACKING 10.0
2600 RIDE
8.7
FC125
CRACKING 10.0
(2002)
RIDE
7.7
C
1
2 27.6
7.0
7.4
5.5
7.8
7.5
7.3
8.0
7.4
----------------------------------------------------------------------------------------------------------------------------------91060000
0.000 0.559 C
1
1 35 CRACKING 3.0* 3.0*
10.0 10.0 10.0 10.0 10.0
9.0
8.0
7.0
6.0* 6.0*
710
2 16.4 11700 RIDE
7.7
8.0
8.9
8.4
9.1
8.6
8.6
8.4
8.6
8.1
8.1
7.8
SR 70/BEG AT PHY GOR( 0.0R)
FC125
1968632
0.000 1.082 C 2006
0012 CRACKING 4.5* 4.5* 4.5* 4.5* 10.0 10.0 10.0 10.0 10.0 10.0
9.0
9.0
9.0
7.5
DICKERSON FLORIDA INC.
(2008)
RIDE
6.9
6.7
6.2
6.7
8.1
8.1
8.0
8.0
7.9
7.9
8.0
7.8
7.5
7.2
91060000
0.559 1.132
710
SE 36TH TER( 0.7R)
1968632
0.000 1.082
DICKERSON FLORIDA INC.
C
1
1 16.4
91060000
710
C
1
1 21.4
1.132
1.505
1 45 CRACKING
11700 RIDE
FC125
C 2006
0012 CRACKING
(2008)
RIDE
4.5*
6.7
4.5*
6.2
7.0
7.6
10.0
8.2
7.5
8.5
7.5
8.7
7.5
8.9
CRACKING 10.0
RIDE
8.3
10.0
8.3
10.0
8.2
1 60 CRACKING 7.5
8200 RIDE
8.5
FC125
CRACKING 10.0
(2008)
RIDE
8.3
C 2019
0012
7.5
8.7
7.5
8.9
10.0
8.3
10.0
8.2
7.5
8.5
7.5
8.7
7.5
8.9
CRACKING 10.0
RIDE
8.3
10.0
8.3
10.0
8.2
7.5
8.5
7.5
8.7
7.5
8.9
CRACKING 10.0
RIDE
8.3
10.0
8.3
10.0
8.2
91060000
3.545 3.854
710
SE 67TH WAY( 3.8L)
C
1
2 20.9
5.050
4.5*
6.9
10.0
8.9
10.0
8.3
C
1
2 21.4
3.604
3.0*
8.0
1 55 CRACKING 7.0
8300 RIDE
7.7
FC3
CRACKING 10.0
(2004)
RIDE
8.3
91060000
1.505 3.545
710
52ND TR SE( 2.0L)
1969011
1.411 9.922
DICKERSON FLORIDA INC
4380651
3.0*
7.7
1 60
8300
FC3
C 2000
0221
(2003)
S
CRACKING
RIDE
91060000
3.854 4.800
710
SE 74TH TRL( 4.4L)
1969011
1.411 9.922
DICKERSON FLORIDA INC
4380651
3.604 5.050
C
1
2 20.9
1 60
8200
FC3
C 2000
0221
(2003)
S
C 2019
0012
CRACKING
RIDE
91060000
4.800 9.922
710
SE 48TH ST( 5.1L)
1969011
1.411 9.922
DICKERSON FLORIDA INC
C
1
2 20.9
CRACKING
RIDE
1
60
8200
FC3
C 2000
0221
(2003)
S
10.0
8.4
10.0
9.1
10.0
8.5
10.0
8.7
10.0
9.0
9.5
8.9
9.5
8.8
6.0*
8.1
6.0*
7.8
4.5* 10.0
6.7
8.0
10.0
7.9
10.0
7.7
10.0
7.5
9.5
7.6
9.5
7.6
9.0
7.5
9.0
7.5
9.0
7.5
10.0
8.9
10.0
8.4
10.0
9.1
10.0
8.3
10.0
8.7
9.5
9.1
9.5
9.0
8.0
9.0
6.0*
8.1
6.0*
7.8
10.0
8.3
10.0
7.6
10.0
7.9
10.0
7.6
10.0
7.4
10.0
7.5
10.0
7.3
10.0
7.1
9.5
7.0
9.5
7.1
6.0*
7.8
10.0
8.3
6.0*
7.8
10.0
8.3
6.0*
7.8
10.0
8.3
6.0*
7.8
10.0
8.3
6.0*
8.4
10.0
8.4
6.0*
8.4
10.0
7.6
6.0*
8.4
10.0
8.3
6.0*
8.4
10.0
8.3
6.0*
7.7
10.0
8.5
6.0*
7.7
10.0
7.6
3.5*
7.7
4.5*
7.6
4.5*
8.3
3.5*
8.3
1.0*
8.1
9.5
8.4
9.5
8.3
9.5
8.2
9.5
8.3
9.5
8.2
3.5*
7.7
4.5*
7.6
4.5*
8.3
3.5*
8.3
1.0*
8.1
9.5
7.4
9.5
7.1
9.5
7.4
10.0
7.4
10.0
7.6
6.0*
7.7
3.5*
7.7
4.5*
7.6
4.5*
8.3
3.5*
8.3
1.0*
8.1
9.5
8.4
8.5
8.3
7.0
8.2
7.0
8.1
7.0
8.1
7.0
8.0
6.0*
7.7
3.5*
7.7
4.5*
7.6
4.5*
8.3
3.5*
8.3
1.0*
8.1
9.5
8.4
8.5
8.3
7.0
8.2
7.0
8.1
7.0
8.1
7.0
8.0
7.5
7.3
8.0
6.9
10.0
8.6
8.0
8.2
8.0
8.1
6.5
7.9
10.0
8.6
7.0
7.4
7.0
7.3
5.5
7.1
10.0
8.6
5.5*
7.6
5.5*
7.8
4.0
7.5
10.0
8.6
7.0
8.0
7.0
7.9
5.5
7.6
----------------------------------------------------------------------------------------------------------------------------------"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"@" INDICATES G1 PROJECT LENGTH SHORTER THAN
2021 FORECASTED BY FLORIDA'S ANALYSIS SYSTEM
<=6); START 2006, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 50 MPH.
<=6); START 2002, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 45 MPH.
ROADWAY SEGMENT 1 MILE OR MORE.
FOR TARGETS(FAST).
3
11:14 Tuesday, September 6, 2016
FLORIDA DEPARTMENT OF TRANSPORTATION
ALL SYSTEM PAVEMENT CONDITION FORECAST
PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2017 - 2022, EXTRACTED ON 09/02/2016
SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING
----------------------------------------------
DISTRICT = 1
COUNTY = OKEECHOBEE
RDWYID
BMP
EMP RW SYS TYP SPD DISTRESS SURVEYED YEAR
SR
US
G_BMP G_EMP LN
%T
AADT RATINGS 1991 1992 1993
INTERSECT AT (MP|SIDE)
SURFTYPE ========
ITMSEG-P
W_BMP W_EMP RW FY-P WKMX-P
CONTRACTOR (AGE_ONE YEAR)
ASTYPE
2004 2005 2006
ITMSEG-F
W_BMP W_EMP RW FY-F WKMX-F
91070000
0.000
70
BRIDGE #1( 0.0C)
1968781
0.080
APAC-FLORIDA INC
8.206
8.111
C
1
2 18.5
1 60 CRACKING 10.0
7200 RIDE
8.6
FC125
C 2002
0012 CRACKING 10.0
(2004)
SPRIDE
8.5
91070000
8.206 9.280 R
1
1 35 CRACKING
70
98
2 9.6 22000 RIDE
SW 21ST AVE( 8.3R)
FC125
1968801
8.206 9.062 C 2005
0213 CRACKING
RUSSELL ENGINEERING, INC (2008)
SPRIDE
91070000
9.280 9.670
70
98
SW 3RD AVE( 9.3R)
1969001
9.048 10.586
DICKERSON FLORIDA INC
R
2
91070000
9.670 10.587
70
HIWASSEE ST( 9.7C)
1969001
9.048 10.586
DICKERSON FLORIDA INC
R
1
2 13.2
91070000 10.587 11.908
70
SE 18TH TER(10.7R)
1968141
10.587 12.027
R
1
2 14.4
4314611
10.555 11.780
FUTURE
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2007
2008
2009
2010
2011
2012
2013
2014
2015
2016
10.0
8.3
10.0
8.8
10.0
8.6
10.0
8.8
9.0
8.5
9.0
8.5
6.5
7.9
6.5
7.7
6.5
7.9
6.5
7.5
4.5*
6.6
10.0
8.5
10.0
8.5
10.0
7.8
10.0
8.6
9.5
8.5
9.5
8.5
9.5
8.4
9.5
8.3
9.5
8.3
8.0
8.2
7.0
8.1
7.0
8.0
8.5
7.4
8.5
8.0
8.5
8.1
7.0
8.0
7.0
7.8
6.0*
8.1
3.5*
7.9
3.5*
8.1
9.0
7.6
9.0
7.7
7.0
7.7
7.0
7.4
7.0
7.0
7.0
6.0
7.0
5.5
10.0
7.8
10.0
7.4
10.0
7.5
9.0
7.0
9.0
6.9
10.0
7.1
9.5
7.1
10.0
7.2
10.0
6.9
8 25 CRACKING 8.5
22000 RIDE
6.6
FC125
C 2000
0012 CRACKING 10.0
(2002)
RIDE
6.9
8.5
6.3*
10.0
6.8
10.0
8.2
10.0
8.2
10.0
7.7
10.0
7.7
8.5
6.5
7.5
6.5
7.5
6.7
7.5
6.6
7.0
6.6
7.0 10.0
6.0* 7.4
10.0
6.7
10.0
6.9
10.0
6.9
10.0
6.9
9.5
6.5
9.5
6.2
9.5
6.4
9.5
6.5
9.5
6.4
8.5
6.6
10.0
8.3
10.0
8.1
10.0
8.2
10.0
7.4
10.0
7.3
10.0
7.1
10.0
7.2
10.0
6.4
8.0
5.9
8.0
5.9
8.0
5.9
8.0
5.7
8.0
5.7
8.0
5.7
8.0
5.9
10.0
8.9
10.0
8.8
10.0
8.8
10.0
8.7
9.5
8.6
8.5
7.5
4.5*
7.2
4.5*
6.9
0.0* 10.0
6.7
8.0
9.0
6.4
9.0
6.5
9.0
5.9
9.0
6.1
9.0
6.1
8.0
6.2
1 45 CRACKING 10.0
21000 RIDE
8.3
FC2
C 1995
0005 CRACKING 9.5
(1999)
RIDE
8.3
C 2016
0012
10.0
8.6
10.0
8.2
10.0
8.6
10.0
8.0
10.0
8.6
9.5
8.2
8.0
8.2
8.0
8.3
6.5
8.3
6.5
8.3
6.5
7.9
6.5
7.9
91070000 11.908 15.567 C
1
8 60
70
2 14.0
8100
NE 40TH AVE/SPARKMAN(12.2L)
FC3
1968721
11.900 20.131 C 1998
0221
RANGER CONSTRUCTION INDUST(2000)
S
1969042
11.908 15.567 C 2014
0213
CRACKING
RIDE
6.5
8.2
6.5
7.4
6.5
7.5
6.5
7.4
4.5*
7.2
4.5*
7.3
4.5*
6.9
4.5*
6.8
CRACKING
RIDE
9.5
8.4
9.5
8.3
8.0
8.2
8.0
8.1
6.5
8.0
6.5
7.9
6.5
7.7
6.5
7.5
91070000 15.567 18.878 C
1
8 60
70
2 14.0
8100
NE 96TH AVE(16.3R)
FC3
1968721
11.900 20.131 C 1998
0221
RANGER CONSTRUCTION INDUST(2000)
S
1969044
15.567 18.878 C 2014
0218
CRACKING
RIDE
6.5
8.2
6.5
7.4
6.5
7.5
6.5
7.4
4.5*
7.2
4.5*
7.3
4.5*
6.9
4.5*
6.8
CRACKING
RIDE
9.5
8.4
9.5
8.3
8.0
8.2
8.0
8.1
6.5
8.0
6.5
7.9
6.5
7.7
6.5
7.5
1 60 CRACKING
5300 RIDE
FC5
4150251
18.878 20.008 C 2009
0213 CRACKING
SHELTRA & SON CONST. CO. I(2012)
SPRIDE
6.5
8.2
6.5
7.4
6.5
7.5
6.5
7.4
4.5*
7.2
4.5*
7.4
4.5*
7.1
4.5*
7.0
9.5
8.4
9.5
8.3
8.0
8.2
8.0
8.1
6.5
8.0
6.5
7.9
6.5
7.7
91070000
70
18.878 20.008
R
1
2 18.6
2021
(FAST)
10.0
8.8
1
9.6
1 35 CRACKING
28000 RIDE
FC125
C 2000
0012 CRACKING
(2002)
RIDE
----------------------------------------------
4.5*
7.6
6.5
7.6
6.5
7.6
10.0
8.1
4.5*
7.7
4.5*
7.5
4.5*
7.5
5.5
7.7
7.5
6.7
10.0
7.8
6.5
5.7
4.5* 10.0
7.3
8.0
10.0
8.9
10.0
8.9
10.0
8.8
10.0
8.7
6.5
7.4
6.5
7.4
6.5
7.1
10.0
8.9
10.0
8.9
10.0
8.8
6.5
7.4
6.5
7.4
6.5
7.1
10.0
9.1
10.0
9.1
10.0
9.0
9.5
8.9
10.0
8.2
10.0
8.2
10.0
8.2
10.0
8.1
10.0
7.8
10.0
8.7
10.0
7.8
6.5
7.9
----------------------------------------------------------------------------------------------------------------------------------91070000 18.878 20.008 L
1
1 60 CRACKING 6.5
6.5
6.5
6.5
4.5* 4.5* 4.5* 4.5*
10.0 10.0 10.0
9.5
70
2 18.6
5300 RIDE
8.2
7.4
7.5
7.4
7.2
7.4
7.1
7.0
9.1
9.1
9.0
8.9
FC5
4150251
18.878 20.008 C 2009
0213 CRACKING 9.5
9.5
8.0
8.0
6.5
6.5
6.5
10.0 10.0 10.0 10.0 10.0
6.5
SHELTRA & SON CONST. CO. I(2012)
SPRIDE
8.4
8.3
8.2
8.1
8.0
7.9
7.7
8.1
8.1
8.1
8.1
8.1
7.9
91070000 10.587 11.908
70
NE 17TH AVE(10.6L)
1968141
10.587 12.027
4314611
10.555 11.780
91070000
9.670 10.587
70
HIWASSEE ST( 9.7C)
1969001
9.048 10.586
DICKERSON FLORIDA INC
L
1
2 14.4
1 45 CRACKING 10.0
21000 RIDE
8.3
FC2
C 1995
0005 CRACKING 10.0
(1999)
RIDE
8.3
C 2016
0012
10.0
8.6
10.0
8.2
10.0
8.6
10.0
8.0
10.0
8.6
9.0
8.0
9.0
7.8
9.0
8.3
9.0
8.3
8.0
8.1
6.5
8.1
6.5
7.8
L
1
2 13.2
10.0
7.5
6.5
7.2
6.5
7.4
10.0
8.3
10.0
8.5
10.0
8.3
10.0
8.4
10.0
8.5
10.0
8.4
10.0
8.2
10.0
7.4
10.0
7.1
10.0
7.2
10.0
6.9
10.0
7.1
8.0
7.2
8.0
7.2
8.0
7.0
8.0
6.9
8.0
6.9
8.0
6.8
8.0
6.7
8.0
6.6
8.0
6.4
1 35 CRACKING 10.0
28000 RIDE
7.3
FC125
C 2000
0012 CRACKING 10.0
(2002)
RIDE
7.0
"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"@" INDICATES G1 PROJECT LENGTH SHORTER THAN
2021 FORECASTED BY FLORIDA'S ANALYSIS SYSTEM
10.0
8.8
4.5*
7.4
10.0
8.9
4.5*
7.7
10.0
8.7
4.5*
7.6
10.0
8.5
4.5*
7.5
10.0
8.5
4.5* 10.0
7.7
8.0
6.5
6.1
<=6); START 2006, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 50 MPH.
<=6); START 2002, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 45 MPH.
ROADWAY SEGMENT 1 MILE OR MORE.
FOR TARGETS(FAST).
4
11:14 Tuesday, September 6, 2016
FLORIDA DEPARTMENT OF TRANSPORTATION
ALL SYSTEM PAVEMENT CONDITION FORECAST
PAVEMENT IMPROVEMENT PROJECTS IN FM WPA TENTATIVE PLAN -- 2017 - 2022, EXTRACTED ON 09/02/2016
SORT BY RDWYID MILEPOST R ASCENDING L DESCENDING
----------------------------------------------
DISTRICT = 1
COUNTY = OKEECHOBEE
RDWYID
BMP
EMP RW SYS TYP SPD DISTRESS SURVEYED YEAR
SR
US
G_BMP G_EMP LN
%T
AADT RATINGS 1991 1992 1993
INTERSECT AT (MP|SIDE)
SURFTYPE ========
ITMSEG-P
W_BMP W_EMP RW FY-P WKMX-P
CONTRACTOR (AGE_ONE YEAR)
ASTYPE
2004 2005 2006
ITMSEG-F
W_BMP W_EMP RW FY-F WKMX-F
91070000
9.280 9.670
70
98
NW 3RD AVE( 9.3L)
L
2
1
9.6
8 25 CRACKING 10.0 10.0
22000 RIDE
6.0* 7.2
FC125
CRACKING 10.0 10.0
(2007)
RIDE
7.2
7.2
91070000
8.206 9.280 L
1
1 35 CRACKING
70
98
2 9.6 22000 RIDE
SR 700( 8.3L)
FC125
1968801
8.206 9.062 C 2005
0213 CRACKING
RUSSELL ENGINEERING, INC (2008)
SPRIDE
8.5
7.4
8.5
8.0
7.0
6.0
7.0
5.5
9.0
7.2
8.5
8.1
---------------------------------------------FUTURE
1994
1995
1996
1997
1998
1999
2000
2001
2002
2003
2007
2008
2009
2010
2011
2012
2013
2014
2015
2016
9.0
7.3
9.0
7.3
9.0
8.2
9.0
7.9
9.0
7.9
10.0
7.7
10.0
7.1
10.0
7.3
10.0
8.3
10.0
7.9
10.0
7.5
10.0
7.4
10.0
7.4
9.5
7.2
9.5
7.3
9.5
7.0
9.5
6.9
9.5
6.9
8.5
6.8
7.0
8.0
7.0
7.8
3.5*
7.9
3.5*
8.1
9.0
7.6
9.0
7.7
7.0
7.7
7.0
7.4
7.0
7.0
10.0
7.9
10.0
7.7
10.0
7.6
10.0
7.7
9.0
6.2
10.0
8.2
6.0*
8.1
10.0
8.2
10.0
8.0
10.0
8.0
2021
(FAST)
10.0
7.8
7.5
6.0
----------------------------------------------------------------------------------------------------------------------------------91090000
0.000 1.631 C
1
1 60 CRACKING 10.0 10.0 10.0
8.5
7.5
7.5
7.5
7.0
6.0* 5.5* 5.5* 5.5* 5.5*
700 98
2 22.8
2400 RIDE
8.5
8.6
8.0
8.6
8.2
8.7
8.2
8.3
8.3
8.3
8.1
8.0
7.7
UNKW
CRACKING
10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0
9.0
8.5
7.0
(2005)
RIDE
8.1
8.2
8.4
8.3
8.3
8.3
8.2
8.0
8.2
8.0
8.1
7.8
7.6
91090000
1.631 10.863 C
1
1 60 CRACKING 10.0
700 98
2 23.1
3200 RIDE
8.5
CR 68
L( 1.8L)
FC125
1969091
1.631 10.863 C 2003
0220 CRACKING
RANGER CONSTRUCTION INDUST(2005)
SPRIDE
91090000 10.863 17.727
700 98
NW 80TH AVE(11.4L)
1968692
10.863 17.694
COMMUNITY ASPHALT CORP.
C
1
2 17.8
1 60 CRACKING
4200 RIDE
FC3
C 2009
0012 CRACKING
(2011)
RIDE
10.0
8.6
10.0
8.0
8.5
8.6
7.5
8.2
10.0
8.0
10.0
7.9
10.0
8.1
10.0
8.1
4.0*
8.0
4.5*
7.6
6.5
7.8
3.5*
7.7
7.0
8.0
7.0
7.9
7.0
7.8
7.0
7.9
6.5
7.9
6.0*
8.2
6.0*
7.8
6.0*
8.1
6.0*
8.1
5.5*
8.4
5.5*
8.4
5.5*
8.2
5.5*
7.8
10.0
8.1
10.0
8.0
10.0
7.7
8.5
7.7
8.5
7.7
8.5
7.4
8.5
7.6
8.0
7.6
10.0
9.1
10.0
8.7
10.0
8.7
10.0
8.8
8.5
8.8
8.5
8.8
8.5
8.7
7.0
8.4
6.5
7.8
6.5
7.6
10.0
8.2
10.0
8.1
10.0
7.9
9.0
7.9
8.5
7.8
7.0
7.8
6.5
7.4
5.5
7.6
----------------------------------------------------------------------------------------------------------------------------------91470000
0.000 3.883 R
5
1 70 CRACKING
10.0 10.0 10.0 10.0 10.0 10.0 10.0
9.5
9.5
8.0
8.0
7.0
91
181.1 185.0 2 12.2 27000 RIDE
8.4
9.2
8.9
8.1
8.6
8.3
8.5
8.8
8.9
8.8
8.6
8.5
FC5
4091431
0.000 7.176 C 2003
0012 CRACKING
10.0 10.0 10.0 10.0 10.0 10.0
9.5
9.5
9.0
9.0
8.0
6.5 10.0
DICKERSON FLORIDA INC.
(2005)
SPRIDE
7.8
7.9
8.0
8.0
8.0
7.8
7.8
7.7
7.6
7.5
7.5
7.7
8.1
4351651
0.000 3.900 C 2017
0012
91470000
91
3.883
185.0
7.472
188.6
R
5
2 12.2
1 70 CRACKING 8.5 10.0 10.0 10.0 10.0 10.0
9.5
9.5
7.0
7.0
7.0
7.0
6.0*
27000 RIDE
8.6
8.9
9.3
8.5
7.9
8.5
7.8
8.4
9.0
9.0
8.6
8.9
8.7
FC5
4091431
0.000 7.176 C 2003
0012 CRACKING 5.5* 10.0 10.0 10.0 10.0 10.0 10.0
9.5
9.5
9.5
9.5
8.0
8.0 10.0
DICKERSON FLORIDA INC.
(2005)
SPRIDE
7.7
7.5
7.6
7.8
7.8
7.9
7.8
7.7
7.7
7.6
7.6
7.5
7.5
8.1
4351661
3.900 7.400 C 2017
0012
----------------------------------------------------------------------------------------------------------------------------------91470000
3.863 7.472 L
5
1 70 CRACKING 6.5 10.0 10.0 10.0 10.0 10.0
8.0
8.0
7.0
7.0
6.0* 6.0* 5.5*
91
185.0 188.6 2 12.2 27000 RIDE
8.6
8.7
9.3
8.2
8.4
8.4
7.9
8.0
8.9
8.8
8.8
8.6
8.3
FC5
4091431
0.000 7.176 C 2003
0012 CRACKING 3.5* 10.0 10.0 10.0 10.0 10.0 10.0
9.5
9.5
9.5
9.5
8.0
8.0 10.0
DICKERSON FLORIDA INC.
(2005)
SPRIDE
7.3
7.6
7.6
7.8
7.9
7.9
7.7
7.7
7.7
7.6
7.6
7.5
7.6
8.2
4351661
3.900 7.400 C 2017
0012
91470000
91
0.000
181.1
3.863
185.0
L
5
2 12.2
1 70 CRACKING
10.0 10.0 10.0 10.0 10.0 10.0 10.0
9.5
9.5
8.0
8.0
7.0
27000 RIDE
7.9
9.1
8.6
7.9
8.2
7.8
8.5
8.9
8.9
8.8
8.6
8.5
FC5
4091431
0.000 7.176 C 2003
0012 CRACKING
10.0 10.0 10.0 10.0 10.0 10.0
9.5
9.5
9.5
9.0
9.0
8.0 10.0
DICKERSON FLORIDA INC.
(2005)
SPRIDE
7.9
7.9
8.1
8.1
8.1
8.0
8.0
8.0
7.9
7.9
7.8
7.9
8.5
4351651
0.000 3.900 C 2017
0012
-----------------------------------------------------------------------------------------------------------------------------------
"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"*" INDICATES PAVEMENT DEFICIENT (ANY RATING
"@" INDICATES G1 PROJECT LENGTH SHORTER THAN
2021 FORECASTED BY FLORIDA'S ANALYSIS SYSTEM
<=6); START 2006, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 50 MPH.
<=6); START 2002, RIDE RATING OF 6 NOT CONSIDERED DEFICIENT WHEN SPEED LIMIT < 45 MPH.
ROADWAY SEGMENT 1 MILE OR MORE.
FOR TARGETS(FAST).
5