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MANUAL | CHAPTER TITLE | VIEW | |
1. Introduction | Cover, Acknowledgements & Table of Contents for Introduction & Design Inputs | ![]() | |
1. Background, Scope & Overview | ![]() | ||
2. Design Inputs | 1. Subgrade/Foundation Design Inputs | ![]() | |
2. Material Characterization | ![]() | ||
3. Environmental Effects | ![]() | ||
4. Traffic | ![]() | ||
5. Evaluation of Existing Pavements for Rehabilitation | ![]() | ||
Cover, Acknowledgements & Table of Contents for Design Analysis & Low Volume Roads | ![]() | ||
3. Design Analysis | 1. Drainage | ![]() | |
2. Shoulders | ![]() | ||
3. Design of New & Reconstructed Flexible Pavements | ![]() | ||
4. Design of New & Reconstructed Rigid Pavements | ![]() | ||
5. Rehabilitation Strategies | ![]() | ||
6. AC Rehabilitation | ![]() | ||
7. PCC Rehabilitation Design | ![]() | ||
4. Low Volume Roads | Low Volume Road Design | ![]() | |
Appendices (printing allowed) |
A | Glossary of Terms | ![]() |
B | Pavement Strategy Selection | ![]() | |
C | Life Cycle Cost Analysis Guidelines | ![]() | |
D | User's Guide Design Guide Software & Design Examples | ![]() | |
AA | 1 –
Traffic Analysis Flowchart 2 – Normalized Truck Class Distribution 3 – Default Values for Truck Traffic Classification 4 – Normalized Annual Axle Weight Distribution/Spectra 5 – Normalized Axle Weight Statistics for Vehicle (5 & 9) 6 – Normalized Monthly Axle Load Spectra (5 Sites) 7 – Default Normalized Axle Load Spectra 8 – Normalized Axle Load Spectra (Level 1 Inputs) 9 – Axle Load Spectra from other Roadways Used to Determine the Regional Values ( Level 2 & 3 Inputs to the Example Problem) 10 – Regional Axle Load Spectra ( Level 2 & 3 Inputs to the Example Problem) 11 – Tabulation Summary of the Output From the Traffic Module for the Example Problems |
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BB | Design Reliability | ![]() | |
CC |
1
– Correlation of CBR Values with Soil Index
Properties 2 – Estimating Original Air Voids in GPS-LTPP Sections 3 – Updated Traffic Frequency Calculation for Asphalt Layers 4 – Development of a Revised Predictive Model for the Dynamic (Complex) Modulus of Asphalt Mixtures |
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DD |
1
– Resilient Modulus as Function of Soil Moisture – Summary of Predictive
Models 3 – Selection of Resilient Moduli for Frozen/Thawed Unbound Materials 4 – Improvement of the Integrated Climatic Model for Moisture Content Predictions |
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EE |
1
– Input Data for the Calibration & Validation for New
Constructed Flexible Sections 2 – Input Data for the Calibration and Validation for Rehabilitated Pavement Sections with HMA Overlays |
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FF |
Calibration Sections for Rigid Pavements 1 – Introduction 2 – Data Requirements for Model Development & Calibration (New PCC and Rehabilitation with PCC) 3 – General Information and Site/Project Identification 4 – Distress 5 – Traffic 6 – Pavement Structure |
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GG |
Calibration
of Permanent Deformation Models for Flexible Pavements Sensitivity Analysis for Permanent Deformation for Flexible Pavements |
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HH | Field Calibration of the Thermal Cracking Model | ![]() | |
II |
1
– Calibration of Fatigue Cracking
Models for Flexible Pavements 2 – Sensitivity Analysis for Asphalt Concrete Fatigue Alligator Cracking 3 – Sensitivity Analysis for Asphalt Concrete Fatigue Longitudinal Surface Cracking |
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JJ | Tranverse Joint Faulting Model | ![]() | |
KK |
Transverse Cracking of JPCP | ![]() | |
LL |
Punchouts in CRCP | ![]() | |
NN |
Calibration of Rehabilitation of Existing Pavements PCC | ![]() | |
OO | 1
– Background and Preliminary Smoothness Prediction Models for AC 2 – Revised Smoothness Prediction Models for AC 3 – Addendum — Estimation of Distress Quantities for Smoothness Models for HMA-Surface Pavements |
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PP | Smoothness Prediction for Rigid Pavements | ![]() | |
Structural Response Models for AC | ![]() | ||
RR | Finite Element Procedures for Flexible Analysis | ![]() | |
SS | Hydraulic Design, Maintenance & Construction Details of Subsurface Drainage Systems | ![]() | |
TT | Drainage Requirement in Pavements (DRIP) User's Guide | ![]() |
Additional resources available on this site: |
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Phone 202 334-3232 Fax 202 334-2006 E-mail eharriga@nas.edu |
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