1993 AASHTO Rigid Pavement Structural Design -3


Condition J Factor
Undoweled PCC on crushed aggregate surfacing 3.8
Doweled PCC on crushed aggregate surfacing 3.2
Doweled PCC on HMA (without widened outside lane) and tied PCC shoulders 2.7
CRCP with HMA shoulders 2.9 – 3.2
CRCP with tied PCC shoulders 2.3 – 2.9