What Is Mechanistic Empirical Pavement Design System
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Appendices
(printing allowed)
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
CC
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
DD
3 � Selection of Resilient Moduli for Frozen/Thawed Unbound Materials
4 � Improvement of the Integrated Climatic Model for Moisture Content Predictions
EE
2 � Input Data for the Calibration and Validation for Rehabilitated Pavement Sections with HMA Overlays
FF
1 � Intr oduction
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
GG
Sensitivity Analysis for Permanent Deformation for Flexible Pavements
II
2 � Sensitivity Analysis for Asphalt Concrete Fatigue Alligator Cracking
3 � Sensitivity Analysis for Asphalt Concrete Fatigue Longitudinal Surface Cracking
KK
LL
NN
2 � Revised Smoothness Prediction Models for AC
3 � Addendum � Estimation of Distress Quantities for Smoothness Models for HMA-Surface Pavements
What Is Mechanistic Empirical Pavement Design System
Source: https://onlinepubs.trb.org/onlinepubs/archive/mepdg/guide.htm
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