NJDOT Companion Manual to the 1993 AASHTO Guide for ... - CAIT

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Acknowledgements The authors wish to express their appreciation to the New Jersey Department of Transportation for the allotment of funds making this research possible. Special thanks are extended to Mr. Nicholas Vitillo and Mr. Anthony Chmiel of the NJDOT for their support and extending the opportunity to participate in such a significant and extensive research program. The authors would also like to thank Kaz Tabrizi of Advanced Infrastructure Design (AID) and Advanced Technology Concepts (ATC) of Hoboken, New Jersey for their programming efforts. ii
TABLE OF CONTENTS Page Abstract.........................................................................................................................................1 Background...................................................................................................................................1 Features and Goals .....................................................................................................................2 Features of Application...........................................................................................................2 Goals of Application.................................................................................................................2 Description of Environments...................................................................................................2 General Constraints.....................................................................................................................3 Software Requirements...............................................................................................................4 Use Case Specification..............................................................................................................7 Starting the Application...........................................................................................................7 Following the Links...................................................................................................................7 Moving Back.............................................................................................................................7 Invoking Help Page..................................................................................................................7 Quitting the Application............................................................................................................7 Conclusion....................................................................................................................................8 Appendix Flow Diagrams of CD Content..................................................................................9 MAIN PAGE (NJDOT COMPANION MANUAL & DESIGN GUIDE)..................................9 FLEXIBLE PAVEMENT DESIGN....................................................................................... 11 RIGID PAVEMENT DESIGN ............................................................................................... 12 FLEXIBLE OVERLAY DESIGN .......................................................................................... 13 RIGID OVERLAY DESIGN................................................................................................... 14 COMPOSITE OVERLAY DESIGN...................................................................................... 15 ASPHALT PAVEMENT REPAIR........................................................................................ 16 RIGID PAVEMENT REPAIR................................................................................................ 17 PLANNED REHABILITATION ............................................................................................. 18 RIVID PAVEMENT DIMENSIONING .................................................................................. 19 TRAFFIC DESIGN REQUIREMENTS................................................................................ 20 EXISTING EFFECTIVE STRUCTURAL NUMBER, SN EFF .............................................. 21 FLEXIBLE OVERLAY DIMENSIONING............................................................................. 22 FLEXIBLE PAVEMENT DIMENSIONING.......................................................................... 23 LAYERS AND LAYER COEFFICIENTS ............................................................................ 24 SUBGRADE MODULUS OF REACTION, K ..................................................................... 25 ESAL...................................................................................................................................... 26 DIRECTIONAL DISTRIBUTION........................................................................................... 27 LANE DISTRIBUTION........................................................................................................... 27 EFFECTIVE ROADBED RESILIENT MODULUS, M R ..................................................... 28 EXISTING LAYERS AND LAYER COEFFICIENTS ......................................................... 29 PERFORMANCE AND ANALYSIS PERIOD .................................................................... 30 SERVICEABILITY LOSS, PSI........................................................................................... 30 STANDARD DEVIATION, S 0 ............................................................................................... 30 SUPERPAVE LAYER INFORMATION............................................................................... 31 LABORATORY M R DATA .................................................................................................... 32 NJ REGIONAL SEASON LENGTH .................................................................................... 34 iii
Page 1 and 2: FHWA-NJ-2003-007 NJDOT Companion Ma
Page 3: 1. Report No. FHWA-NJ-2003-007 2. G
Page 7 and 8: Definition Application User Page Ma
Page 9 and 10: ABSTRACT The New Jersey Department
Page 11 and 12: GENERAL CONSTRAINTS Access model to
Page 13 and 14: FR_023 FR_024 Users should be able
Page 15 and 16: USE CASE SPECIFICATION Starting the
Page 17: APPENDIX FLOW DIAGRAMS OF CD CONTEN
Page 20 and 21: RIGID PAVEMENT DESIGN 12
Page 22 and 23: RIGID OVERLAY DESIGN 14
Page 24 and 25: ASPHALT PAVEMENT REPAIR 16
Page 26 and 27: PLANNED REHABILITATION 18
Page 28 and 29: TRAFFIC DESIGN REQUIREMENTS 20
Page 30 and 31: FLEXIBLE OVERLAY DIMENSIONING 22
Page 32 and 33: LAYERS AND LAYER COEFFICIENTS 24
Page 34 and 35: ESAL 26
Page 36 and 37: EFFECTIVE ROADBED RESILIENT MODULUS
Page 38 and 39: PERFORMANCE AND ANALYSIS PERIOD For
Page 40: LABORATORY M R DATA 32
Page 43 and 44: RELIABILITY, R Use the following va
Page 45 and 46: APPENDIX IMAGES FROM CD-ROM Figure
Page 47 and 48: Figure 4 Opening Navigation Screen
Page 49 and 50: Figure 6 New Jersey-specific parame

NJDOT Companion Manual to the 1993 AASHTO Guide for ... - CAIT

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