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ACKNOWLEDGEMENTS The author(s) wish to thank the New Jersey Department of Transportation (NJDOT) for its support and assistance throughout the entire project. ii
TABLE OF CONTENTS EXECUTIVE SUMMARY ................................................................................................ 1 INTRODUCTION ............................................................................................................. 1 Task Summary ............................................................................................................... 2 Pavement Management Systems ............................................................................. 2 Background ............................................................................................................. 2 Work Performed ...................................................................................................... 3 Ride Quality of New and Rehabilitated Pavements ................................................. 3 Background ............................................................................................................. 3 Work Performed ...................................................................................................... 3 Mechanistic-Empirical Pavement Design Guide (MEPDG)..................................... 4 Background ............................................................................................................. 4 Work Performed ...................................................................................................... 5 Non-Destructive Equipment ...................................................................................... 5 Background ............................................................................................................. 5 Work Performed ...................................................................................................... 5 Geographic Information Systems (GIS) ................................................................... 5 Background ............................................................................................................. 5 Work Performed ...................................................................................................... 6 Quiet Pavements ........................................................................................................ 6 Background ............................................................................................................. 6 Work Performed ...................................................................................................... 7 On Call Testing ........................................................................................................... 7 Background ............................................................................................................. 7 Work Performed ...................................................................................................... 7 Strategic Plan ............................................................................................................. 8 Background ............................................................................................................. 8 Work Performed ...................................................................................................... 8 CONCLUSION ................................................................................................................ 8 APPENDIX A .................................................................................................................. 9 iii
Page 1 and 2: 229-RU0473 RUTGERS PAVEMENT RESOURC
Page 3: Report No. 229-RU0473 Government Ac
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
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Chapter 3: The dTIMS CT Analysis 3.
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Chapter 3: The dTIMS CT Analysis AC
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Condition Incex Chapter 3: The dTIM
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Condition Chapter 3: The dTIMS CT A
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Chapter 3: The dTIMS CT Analysis LC
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Chapter 5: Conclusions and Recommen
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Appendix “A” Appendix “A” -
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Appendix “A” Perspective Name A
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Appendix “A” Table 23: LCC_Anal
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Appendix “B” Appendix “B” 2
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Center for Advanced Infrastructure
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Introduction This report outlines t
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Pavement Profiler Certification Tes
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Portable and High Speed Profiler Da
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The left portion of the screen allo
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For verification of the IRI ride st
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SurPRO 2000 S1 Accuracy
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S2 SurPRO 2000 SurPRO 2000 S2 Accur
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The ProVAL 3 Editor: Sections was u
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Interpret the Analysis Results The
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The screen allows the user to selec
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S1 ICC Left Accuracy
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APPENDIX Profiles SurPRO 2000 ICC D
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S2 Left S2 Right
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ICC S1 Right Lead-in Test Area Lead
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ICC S2 Right Lead-in Test Area Lead
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Dynatest 146 S1 Left Test Area S1 D
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Dynatest 146 S1 Right Test Area S1
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Dynatest 146 S2 Right Test Area S2
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Dynatest 147 S1 Right S1 Dynatest 1
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Dynatest 147 S2 Right S2 Dynatest 1
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SurPRO 2000 S1 Right
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SurPRO 2000 S2 Right
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ICC S2
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Dynatest 146 S2
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Dynatest 147 S2
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ICC S1 Left Accuracy
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B146R11L3 Left 123.42 3 5 B146R11L
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Dynatest 147 S1 File Profile IRI (i
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2012 Pavement Progiler Certificatio
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DISCLAIMER STATEMENT "The contents
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INTRODUCTION As noise control becom
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Figure 1 - On-Board Sound Intensity
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295 is just south of the connection
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Figure 3 - Noise Spectrum Analysis
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Figure 5 - Noise Spectrum Analysis
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the older AROGFC had an average sou
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Initial findings show that based on
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SBS vs Elvaloy Modified PG76-22: Ev
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Along with the continuous PG gradin
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Figures 1 and 2 show the master sti
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Rutting Evaluation The rutting pote
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Fatigue Cracking Evaluation The fat
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trimmed to within the recommended d
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Fatigue Life, N f,50% (Cycles) 1,00
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