Portland Cement Concrete Pavements (PCCP)
AASHTO's Method
Reliability [R]
%
Overall Standard Deviation [So]
Change in Serviceability [ΔPSI]
Design Terminal Serviceability Index [Pt]
Modulus of Rupture [S'c]
PSI
MPa
Drainage Coeffcient [Cd]
Load Transfer [J]
Modulus of Elasticity [Ec]
PSI
MPa
Modulus of Subgrade Reaction [k]
PCI
MPa/m
California Bearing Ratio of Subgrade [CBR]
%
Equivalent Simple Axle Loads [ESAL]