1993 AASHTO Pavement Design

DARWin Pavement Design and Analysis System

A Proprietary A AASHTOWare 
 Computer Software Product 

Project Title: 11

     Date:  2018-12-04
     Operator:  11
     Address:  11
     Description: 11

          Structural Number for Future Traffic 

Future 18-kip ESALs Over Design Period: 4,737,459
Initial Serviceability: 4.2
Terminal Serviceability: 2.5
Reliability Level: ???
Overall Standard Deviation: 0.4
Subgrade Resilient Modulus: 7,710.12
Calculated Structural Number for Future Traffic ???

           Effective Structural Number - Non-Destructive Testing

Total Pavement Thickness: 0.44
Backcalculated Effective Pavement Modulus: 179,997.75 psi 
Milling Thickness:  0 in 
Effective Existing Pavement SN (SNEff): 2.53 in 

           Future Rigorous ESAl Calculation 

Performance Period (years) : 10
Two-Way Traffic (ADT) : 500
Number of Lanes in Design Direction: 1
Percent of All Trucks in Design Lane: ???
Percent Trucks in Design Direction: ???
Total Calculated Cumulative ESALs: 4,737,459
