- Page 1 and 2: 229-RU0473 RUTGERS PAVEMENT RESOURC
- Page 3 and 4: Report No. 229-RU0473 Government Ac
- Page 5 and 6: TABLE OF CONTENTS EXECUTIVE SUMMARY
- Page 7 and 8: equipment aimed at enhancing networ
- Page 9 and 10: The Pavement Resource Program coord
- Page 11 and 12: enhanced GIS tools will provide add
- Page 13 and 14: wearing course (such as a Novachip
- Page 15 and 16: NJDOT Deighton dTIMS CT Pavement Ma
- Page 17 and 18: 4.1 Condition and Travel Distributi
- Page 19 and 20: List of Tables Table 1: Perspective
- Page 21: Executive Summary To follow draft r
- Page 24 and 25: Chapter 2: The dTIMS CT Database Op
- Page 26 and 27: Chapter 2: The dTIMS CT Database Us
- Page 28 and 29: Chapter 2: The dTIMS CT Database Cu
- Page 30 and 31: Chapter 2: The dTIMS CT Database De
- Page 32 and 33: Chapter 2: The dTIMS CT Database Bu
- Page 34 and 35: Chapter 2: The dTIMS CT Database To
- Page 36 and 37: Chapter 2: The dTIMS CT Database El
- Page 38 and 39: Chapter 2: The dTIMS CT Database an
- Page 42 and 43: Chapter 2: The dTIMS CT Database Pe
- Page 44 and 45: Chapter 2: The dTIMS CT Database Th
- Page 46 and 47: Chapter 2: The dTIMS CT Database Pe
- Page 48 and 49: Chapter 2: The dTIMS CT Database 0
- Page 50 and 51: Chapter 2: The dTIMS CT Database At
- Page 52 and 53: Chapter 2: The dTIMS CT Database Nu
- Page 54 and 55: Chapter 2: The dTIMS CT Database Da
- Page 56 and 57: Chapter 2: The dTIMS CT Database At
- Page 58 and 59: Chapter 2: The dTIMS CT Database Th
- Page 61 and 62: Chapter 3: The dTIMS CT Analysis 3.
- Page 63 and 64: Chapter 3: The dTIMS CT Analysis AC
- Page 65 and 66: Chapter 3: The dTIMS CT Analysis 3.
- Page 67 and 68: Condition Incex Chapter 3: The dTIM
- Page 69 and 70: Condition Chapter 3: The dTIMS CT A
- Page 71 and 72: Chapter 3: The dTIMS CT Analysis Tr
- Page 73 and 74: Chapter 3: The dTIMS CT Analysis Na
- Page 75 and 76: Chapter 3: The dTIMS CT Analysis An
- Page 77 and 78: Chapter 3: The dTIMS CT Analysis ab
- Page 79 and 80: Chapter 3: The dTIMS CT Analysis an
- Page 81 and 82: Chapter 3: The dTIMS CT Analysis 3.
- Page 83 and 84: Chapter 3: The dTIMS CT Analysis wo
- Page 85 and 86: Chapter 3: The dTIMS CT Analysis or
- Page 87 and 88: Chapter 3: The dTIMS CT Analysis
- Page 89 and 90: Chapter 3: The dTIMS CT Analysis An
- Page 91 and 92:
Chapter 3: The dTIMS CT Analysis Th
- Page 93 and 94:
Chapter 3: The dTIMS CT Analysis Th
- Page 95 and 96:
Chapter 3: The dTIMS CT Analysis Op
- Page 97 and 98:
Chapter 3: The dTIMS CT Analysis LC
- Page 99 and 100:
Chapter 5: Conclusions and Recommen
- Page 101 and 102:
Chapter 5: Conclusions and Recommen
- Page 103 and 104:
Chapter 5: Conclusions and Recommen
- Page 105 and 106:
Chapter 5: Conclusions and Recommen
- Page 107:
Chapter 5: Conclusions and Recommen
- Page 111 and 112:
Appendix “A” Appendix “A” -
- Page 113 and 114:
Appendix “A” Perspective Name A
- Page 115 and 116:
Appendix “A” Perspective Name A
- Page 117 and 118:
Appendix “A” Perspective Name A
- Page 119 and 120:
Appendix “A” Perspective Name A
- Page 121 and 122:
Appendix “A” Table 23: LCC_Anal
- Page 123 and 124:
Appendix “A” Perspective Name A
- Page 125 and 126:
Appendix “B” Appendix “B” 2
- Page 127 and 128:
Center for Advanced Infrastructure
- Page 129 and 130:
Introduction This report outlines t
- Page 131 and 132:
Pavement Profiler Certification Tes
- Page 133 and 134:
Portable and High Speed Profiler Da
- Page 135 and 136:
The left portion of the screen allo
- Page 137 and 138:
For verification of the IRI ride st
- Page 139 and 140:
SurPRO 2000 S1 Accuracy
- Page 141 and 142:
S2 SurPRO 2000 SurPRO 2000 S2 Accur
- Page 143 and 144:
The ProVAL 3 Editor: Sections was u
- Page 145 and 146:
Interpret the Analysis Results The
- Page 147 and 148:
The screen allows the user to selec
- Page 149 and 150:
S1 ICC Left Accuracy
- Page 151 and 152:
APPENDIX Profiles SurPRO 2000 ICC D
- Page 153 and 154:
S2 Left S2 Right
- Page 155 and 156:
ICC S1 Right Lead-in Test Area Lead
- Page 157 and 158:
ICC S2 Right Lead-in Test Area Lead
- Page 159 and 160:
Dynatest 146 S1 Left Test Area S1 D
- Page 161 and 162:
Dynatest 146 S1 Right Test Area S1
- Page 163 and 164:
Dynatest 146 S2 Right Test Area S2
- Page 165 and 166:
Dynatest 147 S1 Right S1 Dynatest 1
- Page 167 and 168:
Dynatest 147 S2 Right S2 Dynatest 1
- Page 169 and 170:
SurPRO 2000 S1 Right
- Page 171 and 172:
SurPRO 2000 S2 Right
- Page 173 and 174:
ICC S2
- Page 175 and 176:
Dynatest 146 S2
- Page 177 and 178:
Dynatest 147 S2
- Page 179 and 180:
ICC S1 Left Accuracy
- Page 181 and 182:
B146R11L3 Left 123.42 3 5 B146R11L
- Page 183 and 184:
Dynatest 147 S1 File Profile IRI (i
- Page 185 and 186:
2012 Pavement Progiler Certificatio
- Page 187 and 188:
DISCLAIMER STATEMENT "The contents
- Page 189 and 190:
INTRODUCTION As noise control becom
- Page 191 and 192:
Figure 1 - On-Board Sound Intensity
- Page 193 and 194:
295 is just south of the connection
- Page 195 and 196:
Figure 3 - Noise Spectrum Analysis
- Page 197 and 198:
Figure 5 - Noise Spectrum Analysis
- Page 199 and 200:
the older AROGFC had an average sou
- Page 201 and 202:
Initial findings show that based on
- Page 203 and 204:
SBS vs Elvaloy Modified PG76-22: Ev
- Page 205 and 206:
Along with the continuous PG gradin
- Page 207 and 208:
Figures 1 and 2 show the master sti
- Page 209 and 210:
Rutting Evaluation The rutting pote
- Page 211 and 212:
Fatigue Cracking Evaluation The fat
- Page 213 and 214:
trimmed to within the recommended d
- Page 215 and 216:
Fatigue Life, N f,50% (Cycles) 1,00