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Chapter 2: The dTIMS CT Database 1. Introduction This document is intended to provide background and instructions on using the Deighton dTIMS CT Asset Management software for the New Jersey Department of Transportation Pavement and Drainage Management Unit. Start Window NJDOT Deighton dTIMS CT User Manual 3
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
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Page 68 and 69: Condition Index Chapter 3: The dTIM
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NJDOT Deighton dTIMS CT User Manual
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Chapter 3: The dTIMS CT Analysis
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Chapter 5: Conclusions and Recommen
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Appendix “A” Perspective Name A
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Appendix “A” Table 40: SLD_Widt
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Appendix “B” NJDOT Deighton dTI
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Table of Content Introduction Profi
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Pavement Profiler Certification Tes
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DYNAMIC CERTIFICATION TESTING— Th
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Reference Profiler Analysis The pro
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Analysis Report All eleven referenc
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SurPRO 2000 S1 Repeatability File L
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SurPRO 2000 S2 Repeatability File L
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Portable and High Speed Profiler An
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The left portion of the screen allo
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Minimum Repeatability percentage =
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The accuracy analysis checks the pe
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Summary
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Profiles Reference Profiler - SurPR
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High Speed Profilers ICC S1 Left Le
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ICC S2 Left 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 Left Test Area S2 D
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Dynatest 147 S1 Left S1 Dynatest 14
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Dynatest 147 S2 Left S2 Dynatest 14
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Profiler Certification Analysis Tes
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SurPRO 2000 S2 Left
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ICC S1
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Dynatest 146 S1
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Dynatest 147 S1
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Profiler IRI Verification Test Resu
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Dynatest 146 S1 File Profile IRI (i
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Accuracy Dynatest 146 S1
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Accuracy Dynatest 147 S1
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ON-BOARD SOUND INTENSITY (OBSI) EVA
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ABSTRACT Quiet pavements have recei
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tire/pavement interface noise measu
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NJ. Rt. 202 is a 2 lane, 55 mph sta
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Figure 2 - On-Board Sound Intensity
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Figure 4 - Noise Spectrum Analysis
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Figure 6 shows the spectrum analysi
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spectrum properties over time. In c
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5. Bennert, T., D. Hanson, A. Maher
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SCOPE OF WORK The scope of the proj
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Figure 1 - Photo of the Asphalt Mix
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10,000,000 Dynamic Modulus (psi) 1,
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Repeated Load - Flow Number Test Re
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Table 3 - Overlay Tester Results of
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Fatigue Life, N f,50% (Cycles) 1,00
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Table 4 - Tensile Strength Ratio (T
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