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P-1 APPENDIX P. LIST OF GEOSYNTHETIC-REINFORCED IN-SERVICE PAVEMENT SECTIONS IDENTIFIED FROM LONG-TERM PAVEMENT PERFORMANCE (LTPP) DATABASE AND TEXAS PAVEMENT MANAGEMENT INFORMATION SYSTEM (PMIS)
P-3 Table P-1. List of Geosynthetic-Reinforced Pavement Sections from LTPP Database Section Type Pavement Section Pavement Type Traffic History Pavement Structure Geosynthetic Information Distress History FWD Data Climatic Zone IRI F/T Cracking Rutting/ Faulting GT 1-0110 ACP â â Woven â â â â WNF GT 1-0111 ACP â â Woven â â â â WNF GT 1-0112 ACP â â Woven â â â â WNF GT 1-0163 ACP â â Woven â â â â WNF C 1-0109 ACP â â â â â â WNF GT 5-0122 ACP â â Woven â â â â WNF GT 5-0123 ACP â â Woven â â â â WNF GT 5-0124 ACP â â Woven â â â â WNF C 5-0121 ACP â â â â â â WNF GT 5-0213 JCP â â Woven â â â â WNF GT 5-0214 JCP â â Woven â â â â WNF GT 5-0215 JCP â â Woven â â â â WNF GT 5-0126 JCP â â Woven â â â â WNF GT 5-0217 JCP â â Woven â â â â WNF GT 5-0218 JCP â â Woven â â â â WNF GT 5-0219 JCP â â Woven â â â â WNF GT 5-0220 JCP â â Woven â â â â WNF GT 5-0221 JCP â â Woven â â â â WNF GT 5-0222 JCP â â Woven â â â â WNF GT 5-0223 JCP â â Woven â â â â WNF GT 5-0224 JCP â â Woven â â â â WNF GT 8-1057 ACP â â Nonwoven â â â â DF GT 10-0110 ACP â â Nonwoven â â â â WF GT 10-0111 ACP â â Nonwoven â â â â WF GT 10-0112 ACP â â Nonwoven â â â â WF
P-4 Section Type Pavement Section Pavement Type Traffic History Pavement Structure Geosynthetic Information Distress History FWD Data Climatic Zone IRI F/T Cracking Rutting/ Faulting C 10-0108 ACP â â â â â â WF GT 12-0110 ACP â â Woven â â â â WNF GT 12-0111 ACP â â Woven â â â â WNF GT 12-0112 ACP â â Woven â â â â WNF C 12-0109 ACP â â â â â â WNF GT 16-9032 ACP â â Woven â â â â DF GG 20-0160 ACP â â Default â â â â DF C 20-0161 ACP â â â â â â DF GT 22-0122 ACP â â Woven â â â â WNF GT 22-0123 ACP â â Woven â â â â WNF GT 22-0124 ACP â â Woven â â â â WNF C 22-0121 ACP â â â â â â WNF GT 26-0122 ACP â â Woven â â â â WF GT 26-0123 ACP â â Woven â â â â WF GT 26-0124 ACP â â Woven â â â â WF C 26-0121 ACP â â â â â â WF GT 35-0110 ACP â â Woven â â â â DNF GT 35-0111 ACP â â Woven â â â â DNF GT 35-0112 ACP â â Woven â â â â DNF C 35-0109 ACP â â â â â â DNF GT 40-0122 ACP â â Woven â â â â DNF GT 40-0123 ACP â â Woven â â â â DNF GT 40-0124 ACP â â Woven â â â â DNF C 40-0120 ACP â â â â â â DNF GT 48-0119 ACP â â Nonwoven â â â â DNF GT 48-0120 ACP â â Nonwoven â â â â DNF GT 48-0121 ACP â â Nonwoven â â â â DNF
P-5 Section Type Pavement Section Pavement Type Traffic History Pavement Structure Geosynthetic Information Distress History FWD Data Climatic Zone IRI F/T Cracking Rutting/ Faulting GT 48-0122 ACP â â Nonwoven â â â â DNF GT 48-0123 ACP â â Nonwoven â â â â DNF GT 48-0124 ACP â â Nonwoven â â â â DNF C 48-0118 ACP â â â â â â DNF GG 48-0167 ACP â â Default â â â â DNF GG 49-7086 ACP â â Default â â â â DF GG 49-D410 JCP â â Default â â â â DF GG 49-D430 JCP â â Default â â â â DF GG 49-D431 JCP â â Default â â â â DF GG 49-D440 JCP â â Default â â â â DF GG 49-D441 JCP â â Default â â â â DF GG 49-D443 JCP â â Default â â â â DF GG 49-D444 JCP â â Default â â â â DF GG 49-D445 JCP â â Default â â â â DF GG 49-D446 JCP â â Default â â â â DF GG 49-D448 JCP â â Default â â â â DF GG 49-D449 JCP â â Default â â â â DF GG 49-D450 JCP â â Default â â â â DF GG 49-D451 JCP â â Default â â â â DF GG 49-D452 JCP â â Default â â â â DF GG 49-D454 JCP â â Default â â â â DF GG 49-D455 JCP â â Default â â â â DF GG 49-D459 JCP â â Default â â â â DF GG 49-D460 JCP â â Default â â â â DF GG 49-D461 JCP â â Default â â â â DF GG 49-D462 JCP â â Default â â â â DF GT 51-0122 ACP â â Nonwoven â â â â WF
P-6 Section Type Pavement Section Pavement Type Traffic History Pavement Structure Geosynthetic Information Distress History FWD Data Climatic Zone IRI F/T Cracking Rutting/ Faulting GT 51-0123 ACP â â Nonwoven â â â â WF GT 51-0124 ACP â â Nonwoven â â â â WF C 51-0121 ACP â â â â â â WF GT 55-0122 ACP â â Woven â â â â WF GT 55-0123 ACP â â Woven â â â â WF GT 55-0124 ACP â â Woven â â â â WF C 55-0121 ACP â â â â â â WF Note: GT = Geotextile, GG = Geogrid, C = Control.
P-7 Table P-2. State Code Dictionary in LTPP Database State ID State Name State ID State Name 1 Alabama 34 New Jersey 10 Delaware 35 New Mexico 11 District of Columbia 36 New York 12 Florida 37 North Carolina 13 Georgia 38 North Dakota 15 Hawaii 39 Ohio 16 Idaho 4 Arizona 17 Illinois 40 Oklahoma 18 Indiana 41 Oregon 19 Iowa 42 Pennsylvania 2 Alaska 44 Rhode Island 20 Kansas 45 South Carolina 21 Kentucky 46 South Dakota 22 Louisiana 47 Tennessee 23 Maine 48 Texas 24 Maryland 49 Utah 25 Massachusetts 5 Arkansas 26 Michigan 50 Vermont 27 Minnesota 51 Virginia 28 Mississippi 53 Washington 29 Missouri 54 West Virginia 30 Montana 55 Wisconsin 31 Nebraska 56 Wyoming 32 Nevada 6 California 33 New Hampshire 60 American Samoa 8 Colorado 9 Connecticut
P-8 Table P-3. List of Geosynthetic-Reinforced Pavement Sections from Texas PMIS Database Section Type Pavement Section Pavement Type Traffic History Pavement Structure Geosynthetic Type Distress History FWD Data Climatic Zone IRI F/T Cracking Rutting/ Faulting C FM 02-1 ACP â â â â â â WNF GG FM 02-2 ACP â â GG PP â â â â WNF GG FM 02-3 ACP â â GG PET â â â â WNF GT FM 02-4 ACP â â GT â â â â WNF C FM 02-5 ACP â â â â â â WNF GG FM 02-6 ACP â â GG PP â â â â WNF GG FM 02-7 ACP â â GG PET â â â â WNF GT FM 02-8 ACP â â GT â â â â WNF GG FM 2331-292 ACP â â GG2 â â â â DNF GG FM 2331-294 ACP â â GG2 â â â â DNF GG FM 2331-296 ACP â â GG2 â â â â DNF C FM 2331-290 ACP â â â â â â DNF GG FM 917-558 ACP â â GG2 â â â â DNF GG FM 917-560 ACP â â GG2 â â â â DNF C FM 917-556 ACP â â â â â â DNF GG FM 157-296 ACP â â GG2 â â â â DNF GG FM 157-298 ACP â â GG2 â â â â DNF C FM 157-294 ACP â â â â â â DNF GG US 79-550 ACP â N/A N/A â â â N/A DNF C US 79-552 ACP â N/A â â â N/A DNF GG SH 73-740 ACP â N/A GG2 â â â N/A WNF GG SH 73-742 ACP â N/A GG2 â â â â WNF GG SH 73-744 ACP â N/A GG2 â â â â WNF GG SH 73-746 ACP â N/A GG2 â â â â WNF GG SH 73-748 ACP â N/A GG2 â â â â WNF
P-9 Section Type Pavement Section Pavement Type Traffic History Pavement Structure Geosynthetic Type Distress History FWD Data Climatic Zone IRI F/T Cracking Rutting/ Faulting GG SH 73-750 ACP â N/A GG2 â â â â WNF GG SH 73-752 ACP â N/A GG2 â â â â WNF GG SH 73-754 ACP â N/A GG2 â â â â WNF GG SH 73-756 ACP â N/A GG2 â â â â WNF GG SH 73-758 ACP â N/A GG2 â â â â WNF GG SH 73-760 ACP â N/A GG2 â â â â WNF GG SH 73-762 ACP â N/A GG2 â â â N/A WNF GG SH 73-764 ACP â N/A GG2 â â â N/A WNF C SH 73-766 ACP â N/A â â â N/A WNF GG FM 357-688 ACP â N/A GG1 â â â â WNF GG IH 45-218 JCP â N/A N/A â â N/A â WNF GG FM 123-740 ACP â N/A GG1 â â â â WNF GG FM 699-304 ACP â N/A GG1 â â â N/A WNF GG FM 699-306 ACP â N/A GG1 â â â N/A WNF C FM 699-308 ACP â N/A â â â N/A WNF GG FM 2517-736 ACP â N/A GG1 â â â N/A WNF GG FM 2517-738 ACP â N/A GG1 â â â N/A WNF GG FM 2517-744 ACP â N/A GG1 â â â N/A WNF C FM 2517-740 ACP â N/A â â â N/A WNF GG FM 1402-232 ACP â N/A GG1 â â â N/A WNF GG FM 1696-672 ACP â N/A GG1 â â â N/A WNF C FM 1696-670 ACP â N/A â â â N/A WNF GG FM 39-406 ACP â N/A GG1 â â â â WNF GG FM 39-408 ACP â N/A GG1 â â â â WNF GG FM 39-410 ACP â N/A GG1 â â â â WNF GG FM 39-412 ACP â N/A GG1 â â â â WNF C FM 39-414 ACP â N/A â â â â WNF
P-10 Section Type Pavement Section Pavement Type Traffic History Pavement Structure Geosynthetic Type Distress History FWD Data Climatic Zone IRI F/T Cracking Rutting/ Faulting GG FM 1428-646 ACP â N/A GG1 â â â â WNF GG FM1428-648 ACP â N/A GG1 â â â â WNF C FM 1428-650 ACP â N/A â â â â WNF GG IH 45-182 ACP â N/A GG1 â â â â WNF GG IH 45-184 ACP â N/A GG1 â â â â WNF GG IH 45-186 ACP â N/A GG1 â â â â WNF C IH 45-188 ACP â N/A â â â â WNF GG FM 1375-664 ACP â N/A GG1 â â â â WNF GG FM 1375-670 ACP â N/A GG1 â â â â WNF GG US 67-770 ACP â N/A GG1 â â â â DNF C US 67-772 ACP â N/A â â â â DNF GG FM 1915-406 ACP â â GG1 â â â â WNF GG FM 1915-408 ACP â â GG1 â â â â WNF C FM 1915-410 ACP â â â â â â WNF Note: FM = Farm to Market Road, IH = Interstate Highway, US = U.S. Highway, SH = State Highway, GG PP = Polypropylene Geogrid, GG PET = Polyester Geogrid, GT = Geotextile, GG1 = Tensar Geogrid Type 1, GG2 = Tensar Geogrid Type 2.
P-11 Appendix P1. LTPP Sections with Geotextile
P-12
P-13
P-14
P-15
P-16 01-0109 Control
P-17
P-18
P-19
P-20 05-0121 Control
P-21 0.0 1.0 2.0 3.0 4.0 5.0 1996 1998 2000 2002 2004 2006 2008 2010 Av er ag e, IR I m /K m Survey Date 0.0 1.0 2.0 3.0 4.0 5.0 6.0 1998 1999 2000 2001 2002 2003 2004A ve ra ge Le ng th o f T ra ns ve rs e Cr ac kin g, m Survey Date
P-22 0 0.5 1 1.5 2 2.5 3 1995 2000 2005 2010 Av er ag e, IR I m /K m Survey Date 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1998 1999 2000 2001 2002 2003 2004 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Data
P-23 0 0.5 1 1.5 2 2.5 1995 2000 2005 2010 2015 Av er ag e I RI m /K m Survey Date 0 0.5 1 1.5 2 2.5 1998 1999 2000 2001 2002 2003 2004 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-24 0 0.5 1 1.5 2 2.5 3 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1998 1999 2000 2001 2002 2003 2004A ve ra ge Le ng th o f T ra ns ve rs e Cr ac kin g, m Survey Date
P-25 0 0.5 1 1.5 2 2.5 3 3.5 4 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 5 6 7 1998 1999 2000 2001 2002 2003 2004 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-26 0 0.5 1 1.5 2 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 20 40 60 80 100 120 1998 1999 2000 2001 2002 2003 2004 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-27 0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1998 1999 2000 2001 2002 2003 2004 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-28 0 0.5 1 1.5 2 2.5 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1998 1999 2000 2001 2002 2003 2004 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-29 0 0.5 1 1.5 2 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 5 1998 1999 2000 2001 2002 2003 2004A ve ra ge Le ng th o f T ra ns ve rs e Cr ac kin g, m Survey Date
P-30 0 0.5 1 1.5 2 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1998 1999 2000 2001 2002 2003 2004 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-31 0 0.5 1 1.5 2 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1998 1999 2000 2001 2002 2003 2004A ve ra ge Le ng th o f T ra ns ve rs e Cr ac kin g, m Survey Date
P-32 0 0.5 1 1.5 2 1995 2000 2005 2010 2015 Av er ag e I RI , m Survey Date 0 0.1 0.2 0.3 0.4 0.5 0.6 1998 1999 2000 2001 2002 2003 2004 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-33 0 0.5 1 1.5 2 2.5 3 3.5 4 1988 1990 1992 1994 1996 1998Ar ea w ith Fa tig ue Cr ac kin g, Sq m Survey Date
P-34 0.5 0.7 0.9 1.1 1.3 1.5 1994 1996 1998 2000 2002 2004 2006 Av er ag e I RI , m /K m Survey Date
P-35 0.5 0.6 0.7 0.8 0.9 1 1994 1996 1998 2000 2002 2004 2006 Av er ag e I RI , m /K m Survey Date
P-36 0 0.2 0.4 0.6 0.8 1 1990 1995 2000 2005 2010 Av er ag e I RI , m /K m Survey Date
P-37 10-0108 Control
P-38
P-39
P-40
P-41 12-0109 Control
P-42 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 1985 1990 1995 2000 2005Ar ea w ith Fa tig ue Cr ac kin g, Sq m Survey Date
P-43
P-44
P-45
P-46 22-0121 Control
P-47
P-48
P-49
P-50 26-0121 Control
P-51
P-52
P-53
P-54 35-0109 Control
P-55
P-56
P-57
P-58 40-0120 Control
P-59
P-60
P-61
P-62
P-63
P-64
P-65 48-0118 Control
P-66
P-67
P-68
P-69 51-0121 Control
P-70
P-71
P-72
P-73 55-0121 Control
P-74 Appendix P2. LTPP Sections with Geogrid
P-75 0 0.5 1 1.5 2 2.5 1995 1996 1997 1998 1999 2000 Av er ag e I RI , m /K m Survey Date
P-76 20-0161 Control
P-77
P-78 0 0.2 0.4 0.6 0.8 1 1992 1994 1996 1998 2000 2002 2004 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-79 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-80 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-81 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-82 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003A ve ra ge Le ng th o f T ra ns ve rs e Cr ac kin g, m Survey Date
P-83 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-84 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-85 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-86 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-87 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-88 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-89 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-90 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-91 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-92 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-93 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-94 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-95 0 0.5 1 1.5 2 2.5 3 3.5 4 1999 2000 2001 2002 2003 Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-96 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-97 0 5 10 15 20 1999 2000 2001 2002 2003Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-98 0 0.2 0.4 0.6 0.8 1 1999 2000 2001 2002 2003Av er ag e L en gt h of Tr an sv er se Cr ac kin g, m Survey Date
P-99 Appendix P3. Texas PMIS Sections with Geosynthetics
P-100 Section No.: FM 2331-292 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 EF Tensar Geogrid Type 2 3 CTB 203.2 Cement Stabilized Base 4 Seal Coat 5 AC 50.8 0.0 0.5 1.0 1.5 2.0 2.5 3.0 1993 1998 2003 2008 Av er ag e I RI m /K m Survey Date 0 5 10 15 20 25 1993 1998 2003 2008% A er a w ith Fa tig ue Cr ac kin g Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008 % of A re a w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-101 Section No.: FM 2331-294 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 EF Tensar Geogrid Type 2 3 CTB 203.2 Cement Stabilized Base 4 Seal Coat 5 AC 50.8 0 1 2 3 4 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 25 30 1993 1998 2003 2008 2013 % Ar ea o f F at igu e Cr ac kin g Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-102 Section No.: FM 2331-296 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 EF Tensar Geogrid Type 2 3 CTB 203.2 Cement Stabilized Base 4 Seal Coat 5 AC 50.8 0 0.5 1 1.5 2 2.5 3 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1.2 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 25 30 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-103 Section No.: FM 2331-290 Control Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 CTB 203.2 Cement Stabilized Base 3 Seal Coat 4 AC 50.8 0 1 2 3 4 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 1993 1998 2003 2008 2013 % Ar ea w ith Fa tig ue Cr ac kin g Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008 2013 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-104 Section No.: Fort Worth FM 0917-558 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 EF Tensar geogrid type 2 3 CTB 203.2 Cement stabilized base 4 Seal Coat 5 AC 50.8 0.0 0.5 1.0 1.5 2.0 2.5 3.0 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 1993 1998 2003 2008 % Ar ea w ith fa tig ue cr ac kin g Survey Date 0 1 2 3 4 5 6 7 8 9 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-105 Section No.: Fort Worth FM 0917-560 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 EF Tensar geogrid type 2 3 CTB 203.2 Cement stabilized base 4 Seal Coat 5 AC 50.8 0 1 2 3 4 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 1993 1998 2003 2008 2013 % Ar ea o f F at igu e Cr ac kin g Survey Date 0 1 2 3 4 5 6 7 8 9 1990 1995 2000 2005 2010 2015 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-106 Section No.: Fort Worth FM 0917-556 Control Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 CTB 203.2 Cement stabilized base 3 Seal Coat 4 AC 50.8 0 1 2 3 4 5 6 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 25 30 35 1993 1998 2003 2008 2013% Ar ea o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 7 8 9 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-107 Section No.: Fort Worth FM 0157-296 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 EF Tensar geogrid type 2 3 CTB 203.2 Cement stabilized base 4 Seal Coat 5 AC 50.8 0.0 1.0 2.0 3.0 4.0 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008 % Ar ea w ith fa tig ue cr ac kin g Survey Date 0 2 4 6 8 10 12 14 16 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-108 Section No.: Fort Worth FM 0157-298 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 EF Tensar geogrid type 2 3 CTB 203.2 Cement stabilized base 4 Seal Coat 5 AC 50.8 0 1 2 3 4 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 25 1993 1998 2003 2008 2013% Ar ea o f F at igu e C ra ck in g Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-109 Section No.: Fort Worth FM 0157-294 Control Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS High PI 2 CTB 203.2 Cement stabilized base 3 Seal Coat 4 AC 50.8 0 0.5 1 1.5 2 2.5 3 3.5 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008 2013% Ar ea o f F at igu e C ra ck in g Survey Date 0 2 4 6 8 10 12 14 16 1993 1998 2003 2008 2013 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-110 Section No.: Williamson US 0079-550 Layer Structure (N/A) 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2000 2002 2004 2006 2008 Av er ag e I RI , m /K m Survey Date 0 0.1 0.2 0.3 0.4 0.5 2000 2002 2004 2006 2008% A re a w ith fa tig ue cr ac kin g Survey Date 0 2 4 6 8 10 12 14 2000 2002 2004 2006 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-111 Section No.: Williamson US 0079-552 Control Layer Structure (N/A) 0 0.5 1 1.5 2 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 2000 2002 2004 2006 2008 2010 2012% Ar ea o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 7 8 2000 2002 2004 2006 2008 2010 2012 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-112 Section No.: Jefferson SH 0073-740 Layer Structure (N/A) 0.00 0.50 1.00 1.50 2.00 2.50 3.00 1995 2000 2005 2010 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 1995 2000 2005 2010% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 5 10 15 20 25 30 1995 2000 2005 2010 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-113 Section No.: Jefferson SH 0073-742 Layer Structure (N/A) 0 1 2 3 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 25 1993 1998 2003 2008 2013 % Ar ea o f F at igu e Cr ac kin g Survey Date 0 2 4 6 8 10 12 14 16 18 20 1990 1995 2000 2005 2010 2015 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-114 Section No.: Jefferson SH 0073-744 Layer Structure (N/A) 0 0.5 1 1.5 2 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 10 20 30 40 50 2000 2005 2010 2015% Ar ea o f F at igu e C ra ck in g Survey Date 0 0.2 0.4 0.6 0.8 1 1.2 2000 2002 2004 2006 2008 2010 2012 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-115 Section No.: Jefferson SH 0073-746 Layer Structure (N/A) 0 0.5 1 1.5 2 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 20 40 60 80 2000 2005 2010 2015% Ar ea o f F at igu e C ra ck in g Survey Date 0 0.2 0.4 0.6 0.8 1 1.2 2000 2002 2004 2006 2008 2010 2012 Shallow rut Deep rut Severe rut
P-116 Section No.: Jefferson SH 0073-748 Layer Structure (N/A) 0 0.5 1 1.5 2 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 10 20 30 40 50 2000 2005 2010 2015% Ar ea o f F at igu e C ra ck in g Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 2000 2002 2004 2006 2008 2010 2012 Shallow rut Deep rut Severe rut
P-117 Section No.: Jefferson SH 0073-750 Layer Structure (N/A) 0 0.5 1 1.5 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 2000 2005 2010 2015% Ar ea o f F at igu e C ra ck in g Survey Date 0 0.2 0.4 0.6 0.8 1 1.2 2000 2002 2004 2006 2008 2010 2012 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-118 Section No.: Jefferson SH 0073-752 Layer Structure (N/A) 0 0.5 1 1.5 2 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 10 20 30 40 50 2000 2005 2010 2015 % Ar ea o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 2000 2002 2004 2006 2008 2010 2012 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-119 Section No.: Jefferson SH 0073-754 Layer Structure (N/A) 0 0.2 0.4 0.6 0.8 1 1.2 1.4 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 25 30 35 2000 2005 2010 2015% Ar ea o f F at igu e C ra ck in g Survey Date 0 0.2 0.4 0.6 0.8 1 1.2 2000 2002 2004 2006 2008 2010 2012 Shallow rut Deep rut Severe rut
P-120 Section No.: Jefferson SH 0073-756 Layer Structure (N/A) 0 0.5 1 1.5 2 2.5 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 10 20 30 40 50 2000 2005 2010 2015% Ar ea o f F at igu e C ra ck in g Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 2000 2002 2004 2006 2008 2010 2012 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-121 Section No.: Jefferson SH 0073-758 Layer Structure (N/A) 0 0.5 1 1.5 2 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 2000 2005 2010 2015 % Ar ea o f F at igu e Cr ac kin g Survey Date 0 0.5 1 1.5 2 2.5 2000 2002 2004 2006 2008 2010 2012 Shallow rut Deep rut Severe rut
P-122 Section No.: Jefferson SH 0073-760 Layer Structure (N/A) 0 0.5 1 1.5 2 2002 2004 2006 2008 2010 2012 Av er ag e I RI , m /K m Survey Date 0 5 10 15 2000 2005 2010 2015 % Ar ea o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 2002 2004 2006 2008 2010 2012 Shallow rut Deep rut Severe rut
P-123 Section No.: Jefferson SH 0073-762 Layer Structure (N/A) 0 0.5 1 1.5 2 2.5 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 1995 2000 2005 2010 2015% Ar ea o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 7 1995 2000 2005 2010 2015 Shallow rut Deep rut Severe rut
P-124 Section No.: Jefferson SH 0073-764 Layer Structure (N/A) 0 0.5 1 1.5 2 2.5 3 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 1995 2000 2005 2010 2015 % Ar ea o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 7 8 1995 2000 2005 2010 2015 Shallow rut Deep rut Severe rut
P-125 Section No.: Jefferson SH 0073-766 Control Layer Structure (N/A) 0 1 2 3 4 5 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1995 2000 2005 2010 2015% Ar ea o f F at igu e C ra ck in g Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 1995 2000 2005 2010 2015 Shallow rut Deep rut Severe rut
P-126 Section No.: Houston FM 0357-688 Layer Structure (N/A) 0.00 0.50 1.00 1.50 2.00 2.50 3.00 3.50 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 5 6 7 1993 1998 2003 2008% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-127 Section No.: Navarro IH 0045-218 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS 2 EF 3 GB 152.4â254 Flexible base 4 PC JPCP 0.00 0.50 1.00 1.50 2.00 2.50 3.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1.2 1993 1998 2003 2008 2013 % Ar ea o f T ra ns ve rs e Cr ac kin g Survey Date
P-128 Section No.: Panola FM 0123-740 Layer Structure (N/A) 0.00 0.50 1.00 1.50 2.00 2.50 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.1 0.2 0.3 0.4 0.5 1993 1998 2003 2008% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 2 4 6 8 10 12 14 16 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-129 Section No.: Panola FM 0699-304 Layer Structure (N/A) 0.00 0.50 1.00 1.50 2.00 2.50 3.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 1993 1998 2003 2008% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 2 4 6 8 10 12 14 16 18 20 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-130 Section No.: Panola FM 0699-306 Layer Structure (N/A) 0 1 2 3 4 1990 1995 2000 2005 2010 2015 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 12 1990 1995 2000 2005 2010 2015% A re a o f F at igu e C ra ck in g Survey Date 0 2 4 6 8 10 12 14 16 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-131 Section No.: Panola FM 0699-308 Control Layer Structure (N/A) 0 1 2 3 4 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 1993 1998 2003 2008 2013 % Ar ea o f F at igu e C ra ck in g Survey Date 0 2 4 6 8 10 12 14 16 1990 1995 2000 2005 2010 2015 Shallow rut Deep rut Severe rut
P-132 Section No.: Panola FM 2517-736 Layer Structure (N/A) 0.00 0.50 1.00 1.50 2.00 2.50 3.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1.2 1993 1998 2003 2008% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 2 4 6 8 10 12 14 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-133 Section No.: Panola FM 2517-738 Layer Structure (N/A) 0 0.5 1 1.5 2 2.5 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1993 1998 2003 2008 2013 % Ar ea o f F at igu e C ra ck in g Survey Date 0 5 10 15 20 25 30 1993 1998 2003 2008 2013 Shallow rut Deep rut Severe rut
P-134 Section No.: Panola FM 2517-744 Layer Structure (N/A) 0 0.5 1 1.5 2 2.5 3 3.5 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1993 1998 2003 2008 2013% A re a o f F at igu e C ra ck in g Survey Date 0 2 4 6 8 10 12 14 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-135 Section No.: Panola FM 2517-740 Control Layer Structure (N/A) 0 0.5 1 1.5 2 2.5 1992 1997 2002 2007 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 1990 1995 2000 2005 2010% A re a o f F at igu e C ra ck in g Survey Date 0 2 4 6 8 10 12 14 16 1990 1995 2000 2005 2010 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-136 Section No.: Titus FM 1402-232 Layer Structure (N/A) 0.00 0.50 1.00 1.50 2.00 2.50 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 12 14 1993 1998 2003 2008% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 1 2 3 4 5 6 7 8 9 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-137 Section No.: Walker FM 1696-672 Layer Structure (N/A) 0.00 1.00 2.00 3.00 4.00 5.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 12 14 1993 1998 2003 2008% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 1 2 3 4 5 6 7 8 9 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-138 Section No.: Walker FM 1696-670 Control Layer Structure (N/A) 0 0.5 1 1.5 2 2.5 3 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 1990 1995 2000 2005 2010 2015% A re a o f F at igu e C ra ck in g Survey Date 0 5 10 15 20 25 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-139 Section No.: Madison FM 0039-406 Layer Structure (N/A) 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-140 Section No.: Madison FM 0039-408 Layer Structure (N/A) 0 1 2 3 4 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 1993 1998 2003 2008 2013 % Ar ea o f F at igu e Cr ac kin g Survey Date 0 2 4 6 8 10 12 14 16 18 20 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-141 Section No.: Madison FM 0039-410 Layer Structure (N/A) 0 1 2 3 4 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 1993 1998 2003 2008 2013 % Ar ea o f F at igu e Cr ac kin g Survey Date 0 5 10 15 20 25 30 1990 1995 2000 2005 2010 2015 Shallow rut Deep rut Severe rut
P-142 Section No.: Madison FM 0039-412 Layer Structure (N/A) 0 0.5 1 1.5 2 2.5 3 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 5 10 15 20 25 1993 1998 2003 2008 2013% A re a o f F at igu e C ra ck in g Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-143 Section No.: Madison FM 0039-414 Control Layer Structure (N/A) 0 0.5 1 1.5 2 2.5 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1993 1998 2003 2008 2013% A re a o f F at igu e C ra ck in g Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-144 Section No.: Madison FM 1428-646 Layer Structure (N/A) 0.00 1.00 2.00 3.00 4.00 5.00 6.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 5 6 7 8 1993 1998 2003 2008% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 2 4 6 8 10 12 14 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-145 Section No.: Madison FM 1428-648 Layer Structure (N/A) 0 1 2 3 4 5 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 5 6 7 1993 1998 2003 2008 2013% A re a o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 7 8 9 10 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-146 Section No.: Madison FM 1428-650 Control Layer Structure (N/A) 0 1 2 3 4 5 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 1993 1998 2003 2008 2013% Ar ea o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-147 Section No.: Madison IH 0045-182 Layer Structure (N/A) 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 5 6 7 8 1993 1998 2003 2008% A re a w ith fa tig ue cr ac kin g Survey Date 0 0.2 0.4 0.6 0.8 1 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-148 Section No.: Madison IH 0045-184 Layer Structure (N/A) 0 0.2 0.4 0.6 0.8 1 1.2 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 5 6 1993 1998 2003 2008 2013% Ar ea o f F at igu e C ra ck in g Survey Date 0 0.2 0.4 0.6 0.8 1 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-149 Section No.: Madison IH 0045-186 Layer Structure (N/A) 0 0.2 0.4 0.6 0.8 1 1.2 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 5 1993 1998 2003 2008 2013 % Ar ea o f F at igu e C ra ck in g Survey Date 0 0.2 0.4 0.6 0.8 1 1.2 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-150 Section No.: Madison IH 0045-188 Layer Structure (N/A) 0 0.2 0.4 0.6 0.8 1 1.2 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 1993 1998 2003 2008 2013% A re a o f F at igu e C ra ck in g Survey Date 0 0.2 0.4 0.6 0.8 1 1.2 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-151 Section No.: Madison FM 1375-664 Layer Structure (N/A) 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 1993 1998 2003 2008 % Ar ea w ith fa tig ue cr ac kin g Survey Date 0 2 4 6 8 10 12 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-152 Section No.: Madison FM 1375-670 Layer Structure (N/A) 0 1 2 3 4 5 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 2 4 6 8 10 12 14 1993 1998 2003 2008 2013% A re a o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 7 8 9 1993 1998 2003 2008 2013 % Ar a o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-153 Section No.: Upton US 0067-770 Layer Structure (N/A) 0.00 0.50 1.00 1.50 2.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1993 1998 2003 2008% Ar ea w ith fa tig ue cr ac kin g Survey Date 0 2 4 6 8 10 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-154 Section No.: Upton US 0067-772 Control Layer Structure (N/A) 0 0.5 1 1.5 2 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 0.2 0.4 0.6 0.8 1 1993 1998 2003 2008 2013% Ar ea o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 7 8 9 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-155 Section No.: Milam FM 1915-406 Layer Structure Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS 2 TS 254 Lime treated subgrade 3 EF Geogrid 4 GB 203.2 Flexible base 5 AC Seal coat 105 110 115 120 125 130 1996 2001 2006 2011 IR I ( in ch /m ile ) Survey Year 0 2 4 6 8 10 12 14 1996 2001 2006 2011 % Fa tig ue C ra ck in g A re a Survey Year 0 1 2 3 4 5 6 7 1996 2001 2006 2011 % Ar ea o f r ut tin g Survey Year Shallow rutting Deep rutting Severe rutting
P-156 Section No.: Milam FM 1915-408 Layer Structure Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS 2 TS 254 Lime treated subgrade 3 EF Geogrid 4 GB 203.2 Flexible base 5 AC Seal coat 0 0.5 1 1.5 2 2.5 3 3.5 1993 1998 2003 2008 2013 Av er ag e I RI , m /K m Survey Date 0 1 2 3 4 5 6 1993 1998 2003 2008 2013 % Ar ea o f F at igu e C ra ck in g Survey Date 0 1 2 3 4 5 6 7 1993 1998 2003 2008 2013 % Ar ea o f r ut tin g Survey Date Shallow rut Deep rut Severe rut
P-157 Section No.: Milam FM 1915-410 Control Layer Structure Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS 2 TS 254 Lime treated subgrade 3 EF Geogrid 4 GB 203.2 Flexible base 5 AC Seal coat 0 20 40 60 80 100 120 140 160 180 1996 2001 2006 2011 IR I ( in ch /m ile ) Survey Year 0 5 10 15 20 25 1996 2001 2006 2011 % Fa tig ue C ra ck in g A re a Survey Year 0 1 2 3 4 5 6 7 8 9 10 1996 2001 2006 2011 % Ar ea o f r ut tin g Survey Year Shallow rut Deep rutting Severe rutting
P-158 Section No.: FM 02-1 Control Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS Black clay 2 GB 381 Old flexible base 3 GB 177.8 New flexible base 4 AC 25.4 Seal coat Fatigue cracking is observed data 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-159 Section No.: FM 02-2 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS Black clay 2 GB 381 Old flexible base 3 EF Polypropylene Geogrid 4 GB 177.8 New flexible base 5 AC 25.4 Seal coat Fatigue cracking is observed data 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-160 Section No.: FM 02-3 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS Black Clay 2 GB 381 Old flexible base 3 EF Polyester geogrid 4 GB 177.8 New flexible base 5 AC 25.4 Seal coat Fatigue cracking is observed data 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-161 Section No.: FM 02-4 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS Black Clay 2 GB 381 Old flexible base 3 EF Geotextile 4 GB 177.8 New flexible base 5 AC 25.4 Seal coat Fatigue cracking is observed data 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-162 Section No.: FM 02-5 Control Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS Black Clay 2 GB 127 Old flexible base 3 TB 254 Lime stabilized 4 GB 177.8 New flexible base 5 AC 25.4 Seal coat Fatigue cracking is observed data 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-163 Section No.: FM 02-6 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS Black Clay 2 GB 127 Old flexible base 3 TB 254 Lime stabilized 4 EF Polypropylene geogrid 5 GB 177.8 New flexible base 6 AC 25.4 Seal coat Fatigue cracking is observed data 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-164 Section No.: FM 02-7 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS Black Clay 2 GB 127 Old flexible base 3 TB 254 Lime stabilized 4 EF Polyester geogrid 5 GB 177.8 New flexible base 6 AC 25.4 Seal coat Fatigue cracking is observed data 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-165 Section No.: FM 02-8 Layer Number Layer Type Thickness (mm) Material Description Modulus 1 SS Black Clay 2 GB 127 Old flexible base 3 TB 254 Lime stabilized 4 EF Geotextile 5 GB 177.8 New flexible base 6 AC 25.4 Seal coat Fatigue cracking is observed data 0.00 1.00 2.00 3.00 4.00 1993 1998 2003 2008 Av er ag e I RI , m /K m Survey Date 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 1993 1998 2003 2008 % Ar ea w ith ru tti ng Survey Date Shallow rut Deep rut Severe rut
P-166 Appendix P4. Collection of FWD Data from Identified Pavement Sections
P-167 Table R4-1. Collection of FWD Data from LTPP Database Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 1-0110 389 89 81 74 69 64 51 43 35 76 574 134 120 112 105 99 79 67 53 115 785 193 172 160 148 141 112 94 73 164 964 243 215 199 183 176 141 117 91 204 1-0111 386 78 66 61 55 53 39 32 25 62 573 123 102 93 84 86 61 47 40 97 784 177 148 136 124 125 90 76 62 141 955 224 191 166 159 157 115 98 76 178 1-0112 403 45 34 31 36 34 26 31 19 38 602 67 62 59 53 50 44 36 33 57 800 98 80 75 74 70 59 55 44 79 1028 121 96 88 91 86 70 70 52 97 1-0163 387 62 54 43 40 38 27 22 19 50 581 97 82 69 63 59 45 37 29 77 794 139 118 100 93 87 65 54 42 111 967 174 148 132 119 109 83 66 54 139 1-0109 380 150 105 89 74 62 36 23 20 99 574 227 163 141 115 97 59 37 31 152 788 323 236 204 167 140 90 57 44 217 967 405 295 257 209 174 113 75 57 273 5-0122 389 66 56 51 46 42 35 26 23 50 574 96 82 75 67 62 51 43 34 77 796 137 116 105 94 88 70 61 48 107 980 169 143 131 117 107 88 72 59 133 5-0123 380 39 33 31 29 30 24 22 20 32 576 59 49 46 43 44 36 32 30 47 793 84 71 67 62 58 51 45 38 66 992 104 86 82 76 73 63 55 48 82 5-0124 381 45 32 29 28 27 23 22 20 32 569 67 46 43 42 41 35 34 31 46
P-168 Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 786 95 66 62 57 54 47 41 36 61 981 117 80 74 70 66 57 51 45 75 5-0121 384 132 110 91 73 60 41 30 25 90 565 191 158 132 109 92 66 48 37 135 752 247 207 174 143 121 87 65 51 173 984 320 267 225 186 155 113 87 69 220 5-0213 595 86 79 68 70 58 55 40 36 81 780 114 104 93 91 78 70 54 47 108 1005 148 136 127 118 107 91 74 61 143 5-0214 676 87 84 81 78 74 68 64 61 78 1096 138 133 130 123 118 107 100 96 126 5-0215 570 135 90 85 77 71 58 48 38 102 978 213 151 143 130 120 97 81 66 169 5-0126 637 136 116 108 96 88 70 52 42 90 1020 223 191 177 159 141 110 84 64 148 5-0217 653 91 82 77 70 63 51 40 33 71 1051 147 132 125 114 103 83 67 54 119 5-0218 647 156 82 80 74 68 58 49 41 106 1046 239 136 131 121 110 91 73 58 167 5-0219 649 66 65 63 60 57 50 41 34 61 1040 108 105 101 98 91 80 66 55 98 5-0220 637 345 294 273 241 209 155 108 73 33 1048 461 391 362 317 275 201 141 95 37 5-0221 625 122 115 113 106 99 83 66 53 112 988 198 190 184 173 161 135 108 87 182 5-0222 650 314 270 253 225 199 156 122 98 57 1051 469 405 379 340 301 237 187 151 83 5-0223 573 83 72 68 62 56 48 38 30 34 971 148 129 122 110 100 84 68 56 67 5-0224 644 137 52 51 48 44 40 34 29 108 1043 215 80 79 73 67 61 53 46 171
P-169 Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 8-1057 372 313 239 185 137 113 82 67 527 431 334 267 200 163 118 92 700 576 451 369 281 229 164 128 943 770 615 511 396 326 232 177 10-0110 387 94 72 63 55 48 37 28 22 63 585 142 111 98 86 75 59 44 35 98 786 190 149 132 116 102 80 61 47 131 1055 250 198 176 156 136 107 82 63 175 10-0111 375 92 68 62 54 47 36 29 22 61 579 148 112 101 89 78 60 46 36 100 773 199 152 137 121 107 83 63 49 137 1008 260 200 181 160 142 109 84 65 180 10-0112 375 71 49 44 39 36 29 23 19 42 582 114 79 70 63 57 46 37 29 68 779 151 107 94 85 77 62 50 40 92 1020 197 139 124 112 102 82 66 53 122 10-0108 376 128 103 87 69 55 37 27 20 86 573 202 161 138 110 88 60 43 32 137 778 276 220 189 152 121 84 59 46 188 1060 367 294 255 205 165 114 81 61 254 12-0110 397 70 43 30 24 19 11 6 4 30 595 111 63 46 36 28 17 10 6 45 783 146 82 61 47 37 21 13 9 59 1078 188 110 82 65 51 30 18 11 83 12-0111 395 84 32 28 24 18 11 8 5 31 592 122 51 43 34 27 17 10 7 43 817 168 70 58 48 37 23 15 10 59 1072 223 94 78 63 50 31 19 13 78 12-0112 395 41 24 18 15 12 8 5 4 18 598 65 37 28 23 19 11 7 7 28 797 90 50 38 31 25 18 12 8 37
P-170 Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 1089 119 69 53 44 37 24 16 12 52 12-0109 404 42 28 21 14 10 7 4 4 20 599 64 43 32 23 17 10 7 6 31 805 87 59 45 31 23 14 10 8 43 1092 118 79 61 44 33 20 14 11 59 16-9032 380 191 175 157 110 95 65 41 545 286 262 239 170 146 99 64 694 375 348 315 225 194 132 83 20-0160 356 694 498 354 163 83 23 22 533 948 702 525 265 135 36 34 720 1161 881 692 369 194 50 49 938 1414 1045 880 476 266 67 68 20-0161 363 189 149 121 89 64 37 20 543 270 215 175 132 96 55 30 739 352 279 231 174 128 76 40 991 567 455 382 197 230 137 64 22-0122 369 97 82 74 68 60 48 39 30 77 600 157 136 124 113 100 79 63 49 127 772 206 179 163 150 132 103 81 62 167 950 261 227 207 188 167 131 103 78 211 22-0123 370 43 37 34 33 30 27 24 20 33 606 71 59 54 54 50 44 38 34 54 777 93 77 69 70 63 55 47 42 70 958 115 97 87 87 79 69 59 52 88 22-0124 385 26 22 21 21 20 17 16 13 21 626 40 35 33 33 31 27 24 21 33 800 53 45 42 42 40 36 31 28 42 1011 66 56 54 51 49 45 39 34 52 22-0121 368 100 87 78 67 59 45 36 27 77 600 163 144 128 111 96 73 58 47 127 770 210 184 163 141 120 89 69 54 164
P-171 Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 954 264 233 208 180 155 119 94 77 206 26-0122 N/A 26-0123 385 48 45 42 39 36 29 24 18 41 572 72 65 63 58 54 43 34 25 60 765 94 87 83 77 70 57 46 36 82 1013 131 118 111 103 93 77 61 48 112 26-0124 393 37 32 30 29 27 23 19 16 31 577 55 47 44 41 38 32 27 22 43 776 72 62 59 54 50 43 36 30 59 1038 97 84 79 73 67 58 49 40 79 26-0121 383 123 91 77 62 48 34 20 12 77 582 186 147 126 103 80 54 33 20 127 757 246 192 168 137 107 71 43 28 169 1044 343 270 236 193 153 102 63 40 238 35-0110 383 59 51 46 42 36 28 20 16 46 571 91 79 72 65 58 43 32 25 72 761 125 108 99 88 78 59 44 33 97 994 168 147 134 120 105 81 61 45 132 35-0111 385 55 46 42 37 32 24 18 15 41 571 84 69 63 56 48 37 28 22 62 763 113 94 84 75 65 50 38 30 83 997 147 123 110 98 86 66 50 40 108 35-0112 383 41 30 25 22 18 14 10 6 25 573 63 47 40 33 27 20 14 10 39 764 84 65 54 46 37 27 19 13 53 1001 115 85 74 64 55 40 28 20 73 35-0109 372 124 100 86 74 62 46 34 28 86 561 179 146 127 109 92 70 52 41 126 750 236 191 167 143 123 92 70 55 165 982 305 247 216 186 160 119 93 73 214 40-0122 386 80 70 63 54 46 34 26 21 62
P-172 Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 574 116 105 94 81 69 51 39 31 93 751 158 143 127 110 93 70 51 41 128 965 214 192 173 148 127 94 71 56 170 40-0123 378 37 33 29 27 25 20 17 13 29 587 59 52 48 43 40 34 26 21 46 785 83 71 66 61 56 47 36 30 65 972 106 91 85 78 72 60 48 37 83 40-0124 375 32 29 27 26 24 22 20 18 28 585 52 45 44 41 40 35 32 28 43 781 73 64 61 59 55 50 45 40 61 962 90 80 75 72 68 61 54 47 75 40-0120 363 139 130 115 96 71 49 34 22 103 570 209 193 171 145 111 78 52 33 155 768 276 255 227 193 148 105 74 47 207 965 340 313 280 238 185 132 94 60 256 48-0119 394 96 71 54 47 37 28 21 13 54 565 139 104 79 69 54 42 32 18 78 753 184 137 106 92 73 56 43 24 105 982 245 181 141 122 98 75 56 33 139 48-0120 388 87 73 50 38 34 29 18 13 50 566 123 104 72 56 50 43 26 21 71 754 160 129 96 76 64 55 33 27 94 988 211 163 127 100 83 65 47 39 125 48-0121 402 114 79 63 48 37 25 19 15 63 579 161 111 90 69 54 37 30 23 89 749 196 142 116 90 71 51 39 31 115 971 249 179 148 116 93 67 52 41 145 48-0122 399 62 53 48 43 37 30 23 20 49 583 94 78 72 63 56 44 35 28 72 771 124 105 96 85 74 59 46 38 95 998 163 137 125 110 98 77 61 49 125
P-173 Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 48-0123 395 50 31 24 25 21 20 14 12 25 572 73 45 32 39 33 30 21 16 35 753 97 60 46 51 44 40 28 22 49 975 133 81 66 64 55 48 38 32 67 48-0124 399 46 25 19 16 15 13 11 9 19 575 67 37 27 24 22 20 15 12 28 754 90 49 37 33 29 25 20 18 37 985 123 65 50 44 40 33 27 24 51 48-0118 394 66 48 37 33 31 23 19 14 40 570 96 71 56 50 45 35 28 20 60 759 132 97 79 69 61 47 37 29 82 1000 176 130 107 93 83 63 49 38 110 48-0167 379 194 146 108 77 56 33 21 17 109 557 256 194 145 103 79 48 31 23 144 749 316 238 178 129 100 63 42 32 176 989 393 297 220 161 132 85 57 45 218 49-7086 569 136 127 123 115 107 90 78 64 130 765 181 168 160 150 139 117 98 79 172 1026 238 219 213 197 182 156 129 106 227 49-D410 538 206 176 162 141 123 92 69 50 118 765 286 244 224 195 171 127 96 70 184 989 356 303 281 242 212 160 118 89 247 49-D430 538 239 105 102 95 86 72 59 48 184 769 340 128 126 118 109 93 78 66 262 1002 413 149 146 137 127 109 93 80 316 49-D431 530 99 96 94 91 88 80 71 62 89 754 140 136 134 129 125 113 101 89 126 999 181 176 173 167 161 145 130 114 163 49-D440 538 81 81 76 69 63 53 45 37 70 764 122 121 114 104 95 78 65 54 103 998 163 159 151 138 126 102 85 70 137
P-174 Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 49-D441 536 80 78 75 71 66 57 48 38 76 760 118 112 108 102 95 82 69 57 109 1001 150 142 138 129 122 104 87 71 139 49-D443 538 72 71 70 65 60 51 41 32 71 764 111 105 103 95 88 76 61 49 103 996 145 137 134 125 116 99 79 64 135 49-D444 538 85 70 65 64 57 49 42 33 72 758 126 102 96 92 84 71 57 47 105 1003 172 132 126 118 109 91 72 60 138 49-D445 534 106 105 103 99 94 82 70 57 100 758 153 149 146 140 132 115 98 79 142 995 196 191 187 177 169 147 124 101 183 49-D446 544 65 61 59 54 49 41 28 24 62 773 95 88 84 78 71 59 41 35 88 1004 124 116 111 103 95 78 53 45 115 49-D448 537 110 109 101 96 93 85 69 59 103 762 157 154 145 137 132 119 98 82 146 998 204 197 189 177 171 152 125 104 189 49-D449 535 97 98 94 88 84 73 64 54 87 756 137 140 133 124 118 104 90 77 123 999 178 180 173 163 153 133 116 99 160 49-D450 531 129 121 116 108 101 85 71 58 124 758 183 170 163 152 141 119 99 80 175 996 235 217 209 194 181 153 126 102 222 49-D451 542 99 97 90 81 77 64 53 44 86 765 145 142 131 119 111 92 77 65 124 1001 188 185 172 156 145 119 100 83 161 49-D452 548 135 118 111 100 90 73 59 48 116 774 185 165 154 138 125 101 83 67 158 1012 237 209 196 176 159 129 105 85 198 49-D454 572 107 102 100 96 91 82 62
P-175 Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 780 141 133 131 127 119 108 82 1016 179 170 169 162 154 139 107 49-D455 529 115 111 108 101 95 82 71 59 107 757 163 161 154 146 137 119 102 86 153 991 210 206 199 187 177 153 132 110 195 49-D459 538 100 92 88 81 75 63 53 43 84 765 141 129 124 114 106 89 75 62 119 1001 179 165 157 146 135 114 96 79 152 49-D460 542 173 72 69 65 61 54 46 42 136 770 231 105 100 95 89 77 67 55 182 1007 287 134 129 121 114 99 85 72 226 49-D461 534 142 136 133 124 119 104 90 80 127 754 203 193 188 177 168 148 128 110 179 998 258 249 241 229 216 191 167 143 228 49-D462 536 109 105 101 94 88 76 65 55 97 757 154 147 141 131 123 106 92 78 136 1001 200 185 177 166 154 134 116 99 175 51-0122 386 138 104 95 83 71 55 44 33 97 595 204 160 142 125 110 85 66 51 149 787 275 212 192 169 147 115 87 68 199 1004 346 269 243 214 187 146 110 85 253 51-0123 390 155 99 82 73 66 54 43 34 81 593 222 147 122 106 95 81 65 53 126 798 286 192 160 142 127 108 88 70 164 1011 351 237 202 179 160 135 110 89 206 51-0124 378 74 38 29 26 24 22 18 15 29 587 112 58 45 41 39 34 28 23 45 796 152 81 64 58 55 47 40 33 63 1008 199 105 85 77 73 63 54 44 83 51-0121 354 225 171 137 97 69 39 21 19 136 549 316 243 195 142 101 59 35 27 193
P-176 Pavement Section Drop Load (kPa) Peak Deflection 1 (Microns) Peak Deflection 2 (Microns) Peak Deflection 3 (Microns) Peak Deflection 4 (Microns) Peak Deflection 5 (Microns) Peak Deflection 6 (Microns) Peak Deflection 7 (Microns) Peak Deflection 8 (Microns) Peak Deflection 9 (Microns) 747 401 307 249 182 132 81 52 40 245 1001 501 383 312 230 170 108 73 58 308 55-0122 379 107 63 55 48 37 24 19 15 55 556 159 98 84 72 56 36 28 24 84 767 219 134 115 98 78 52 40 33 116 998 281 174 150 127 101 70 52 43 150 55-0123 370 106 50 44 42 37 29 23 19 45 558 154 75 66 63 55 43 36 29 67 750 202 101 89 84 74 58 48 40 90 1015 267 133 117 111 98 78 65 53 119 55-0124 380 84 28 27 26 23 18 16 12 30 565 123 45 43 41 37 28 24 19 44 769 166 63 59 56 49 38 33 27 61 1006 214 85 80 74 65 52 43 35 78 55-0121 369 132 93 81 57 41 32 24 17 81 561 193 140 122 89 65 50 37 27 122 767 256 184 162 119 91 67 50 40 162 1001 319 232 204 152 118 88 66 51 203
P-177 Table P4-2. Collection of FWD Data from Texas PMIS Database Pavement Section Drop Load (lb) Peak Deflection 1 (Mils) Peak Deflection 2 (Mils) Peak Deflection 3 (Mils) Peak Deflection 4 (Mils) Peak Deflection 5 (Mils) Peak Deflection 6 (Mils) Peak Deflection 7 (Mils) FM 02-1 Layer moduli have been calculated in Report FHWA/TX-08/0-4829-1 FM 02-2 FM 02-3 FM 02-4 FM 02-5 FM 02-6 FM 02-7 FM 02-8 FM 2331-292 9010 28.09 17.78 10.31 5.74 3.19 1.91 1.37 FM 2331-294 9494 18.48 13.7 9.03 5.2 3.04 1.9 1.31 FM 2331-296 8946 40.84 19.09 6.63 3.24 2.01 1.5 1.26 FM 2331-290 8740 40.07 18.8 8.76 5.06 3.16 2.24 1.6 FM 917-558 9621 9.02 7.19 5.07 3.37 2.29 1.67 1.28 FM 917-560 9490 22.06 12.93 6.8 3.81 2.28 1.45 1.1 FM 917-556 9403 15.79 10.38 6.31 4.04 2.78 2.08 1.63 FM 157-296 11020 9.83 8.35 6.89 5.39 4.17 3.11 2.3 FM 157-298 10452 29.59 13.78 7.03 5.08 3.99 3.15 2.57 FM 157-294 10885 9.15 7.4 5.61 4.24 3.04 2.21 1.64 US 79-550 N/A US 79-552 N/A SH 73-740 N/A SH 73-742 9057 15.93 9.48 5.28 3.22 2.22 1.79 1.48 SH 73-744 9006 21 12.38 6.93 4.49 3.32 2.74 2.3 SH 73-746 8751 24.28 9.69 3.64 2.66 2.23 1.85 1.46 SH 73-748 9065 18.98 12.09 7.01 4.54 3.36 2.78 2.32 SH 73-750 8954 24.19 14.87 7.93 4.78 3.44 2.88 2.4 SH 73-752 9038 24.15 16.19 9.55 5.75 3.86 3.05 2.52 SH 73-754 9268 9.98 6.63 4.26 2.99 2.24 1.88 1.63 SH 73-756 9034 19.74 12.37 7.22 4.63 3.31 2.55 2.12 SH 73-758 9065 21.37 15.28 9.41 6.02 4.13 3.17 2.48 SH 73-760 9208 12.73 9.56 6.56 4.65 3.43 2.76 2.28
P-178 Pavement Section Drop Load (lb) Peak Deflection 1 (Mils) Peak Deflection 2 (Mils) Peak Deflection 3 (Mils) Peak Deflection 4 (Mils) Peak Deflection 5 (Mils) Peak Deflection 6 (Mils) Peak Deflection 7 (Mils) SH 73-762 N/A SH 73-764 N/A SH 73-766 N/A FM 357-688 8394 71.2 37.47 17.9 8.78 5.44 4.16 3.58 IH 45-218 9586 17.22 12.81 8.45 5.67 3.74 2.53 1.91 FM 123-740 N/A FM 699-304 N/A FM 699-306 N/A FM 699-308 N/A FM 2517-736 N/A FM 2517-738 N/A FM 2517-744 N/A FM 2517-740 N/A FM 1402-232 N/A FM 1696-672 9621 33.11 13.03 5.38 3.37 2.35 2 1.58 FM 1696-670 9482 55.17 24.54 10.02 5.17 3.13 2.22 1.72 FM 39-406 7643 6.21 4.76 4.05 3.5 1.46 1.24 1.12 10253 23.15 18.19 11.75 7.25 4.44 2.97 2.28 FM 39-408 7393 20.59 10.38 4.96 2.85 1.86 1.23 0.97 10102 39.78 25.12 12.95 7.46 5.01 3.48 2.72 FM 39-410 7699 10.51 6.39 4.78 3.7 2.83 2.12 1.74 10074 33.47 21.28 11 6.72 4.79 3.59 2.93 FM 39-412 8851 27.05 14.41 6.41 3.73 2.49 1.8 1.52 FM 39-414 8914 26.39 13.66 7.63 4.93 3.5 2.59 2.19 FM 1428-646 9395 28.39 20.14 12.37 7.42 4.95 3.48 2.74 FM1428-648 9419 30.34 18.92 8.48 3.84 2.61 2.1 1.73 FM 1428-650 9471 42.7 22.65 10.28 4.96 2.91 2.14 1.81 IH 45-182 9836 5.56 3.89 3.3 2.62 1.99 1.64 1.27 IH45-184 9896 3.53 2.95 2.58 2.09 1.72 1.39 1.15 IH 45-186 9911 3.34 2.37 2.03 1.73 1.49 1.3 1.11 IH 45-188 9888 5.01 3.3 2.83 2.46 1.93 1.63 1.36 FM 1375-664 10098 30.3 18.47 8.86 4.92 3.21 2.48 1.93
P-179 Pavement Section Drop Load (lb) Peak Deflection 1 (Mils) Peak Deflection 2 (Mils) Peak Deflection 3 (Mils) Peak Deflection 4 (Mils) Peak Deflection 5 (Mils) Peak Deflection 6 (Mils) Peak Deflection 7 (Mils) FM 1375-670 9570 26.91 18.4 10.73 6.78 4.52 3.31 2.68 US 67-770 9308 17.33 10.28 5.27 3.11 2.12 1.66 1.35 US 67-772 8497 27.27 13.35 6.25 4.33 3.39 2.81 2.28 FM 1915-406 9761 17.93 6.2 3.06 1.87 1.36 1.1 0.87 FM 1915-408 10201 22 7.31 3.2 1.76 1.31 1.07 0.71 FM 1915-410 9705 31.46 10.1 4.06 2.24 1.44 1.05 0.73
P-180 Appendix P5. Collection of Geosynthetic Information
P-181 Table P5-1. Defaulted Material Properties of Nonwoven Geotextile Property Test Method Magnitude Unit Thickness ASTM D-5199 2 mm Tensile Strength ASTM D-4632 912 N Puncture Strength ASTM D-4833 579 N Apparent Opening Size ASTM D-4751 0.18 mm Permittivity ASTM D-4491 1.35 Sec-1 Table P5-2. Defaulted Material Properties of Woven Geotextile Property Test Method Magnitude Unit Thickness ASTM D-5199 2 mm Tensile Strength ASTM D-4632 1402 N Puncture Strength ASTM D-4833 533 N Apparent Opening Size ASTM D-4751 0.425 mm Permittivity ASTM D-4491 0.05 Sec-1 Table P5-3. Defaulted Material Properties of Geogrid Property Test Method Magnitude Unit Rib Thickness ASTM D-1777 0.76*0.76 mm Tensile Strength @ 2% Strain ASTM D-6637 4.1*6.6 kN/m Tensile Strength @ 5% Strain ASTM D-6637 8.5*13.4 kN/m Ultimate Tensile Strength ASTM D-6637 12.4*19.0 kN/m Junction Efficiency GRI-GG2-05 93% 1 Aperture Stability US Army Corps Method 0.32 m-N/deg Table P5-4. Material Properties of Polypropylene Geogrid Property Test Method Magnitude Unit Rib Thickness ASTM D-1777 0.76*0.76 mm Aperture Dimension Measured 25.0*33.0 mm Tensile Strength @ 2% Strain ASTM D-6637 4.1*6.6 kN/m Tensile Strength @ 5% Strain ASTM D-6637 8.5*13.4 kN/m Ultimate Tensile Strength ASTM D-6637 12.4*19.0 kN/m
P-182 Table P5-5. Material Properties of Polyester Geogrid Property Test Method Magnitude Unit Rib Thickness ASTM D-1777 0.76*0.76 mm Aperture Dimension Measured 25.4*25.4 mm Tensile Strength @ 2% Strain ASTM D-6637 7.3*7.3 kN/m Tensile Strength @ 5% Strain ASTM D-6637 13.4*13.4 kN/m Ultimate Tensile Strength ASTM D-6637 29.2*29.2 kN/m Table P5-6. Material Properties of Geotextile in FM 02-4 and FM 02-8 Property Test Method Magnitude Unit Thickness ASTM D-5199 2 mm Apparent Opening Size ASTM D-4751 0.6 mm Tensile Strength @ 2% Strain ASTM D-6637 14.0 kN/m Tensile Strength @ 5% Strain ASTM D-6637 35.0 kN/m Ultimate Tensile Strength ASTM D-6637 70.0 kN/m Table P5-7. Material Properties of Geogrid Type 1 Property Test Method Magnitude Unit Rib Thickness ASTM D-1777 0.76*0.76 mm Aperture Dimension Measured 25.0*33.0 mm Tensile Strength @ 2% Strain ASTM D-6637 4.1*6.6 kN/m Tensile Strength @ 5% Strain ASTM D-6637 8.5*13.4 kN/m Ultimate Tensile Strength ASTM D-6637 12.4*19.0 kN/m Junction Efficiency GRI-GG2-05 94% 1
P-183 Table P5-8. Material Properties of Geogrid Type 2 Property Test Method Magnitude Unit Rib Thickness ASTM D-1777 1.27*1.27 mm Aperture Dimension Measured 25.0*33.0 mm Tensile Strength @ 2% Strain ASTM D-6637 6.0*9.0 kN/m Tensile Strength @ 5% Strain ASTM D-6637 11.8*19.6 kN/m Ultimate Tensile Strength ASTM D-6637 19.2*28.8 kN/m Junction Efficiency GRI-GG2-05 94% 1
