pavement design

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AASHTO 2002 AT EARLY IMPLEMENTATION STAGE GENERAL DESIGN APPROACH ENVIRONMENT MATERIALS TRAFFIC PROCESS RAW INPUT FOR DISTRESS MODELING ASSEMBLE INPUT AND TRIAL DESIGN INFORMATION FOR EACH DISTRESS MODEL STRESS DEFLECTION ANALYSIS CALCULATE STRESS ∪ CALCULATE DAMAGE ∪ PREDICT AMOUNT OF DISTRESS PREDICT SMOOTHNESS OVER TIME CHECK PREDICTED PERFORMANCE AGAINST DESIGN STANDARDS [ REVISE DESIGN AS NECESSARY ] TO SATISFY DESIGN STANDARD DESIGN COMPLETE
QUESTIONS ? PLEASE CONTACT JOHN EMERY AT JEGEL WITH YOUR QUESTIONS 416-213-1060 jemery@jegel.com www.jegel.com
Page 1 and 2:
GEORGIA GEORGIA LOCAL TECHNICAL ASS
Page 3 and 4:
FLEXIBLE PAVEMENT DESIGN THE QUALIT
Page 5 and 6:
FLEXIBLE PAVEMENT DESIGN FLEXIBLE P
Page 7 and 8:
• PERFORMANCE CRITERIA - RUTTING
Page 9 and 10: FLEXIBLE PAVEMENT DESIGN CRITICAL S
Page 11 and 12: • TRAFFIC • SUBGRADE FLEXIBLE P
Page 13 and 14: • TRAFFIC • SUBGRADE FLEXIBLE P
Page 15 and 16: FLEXIBLE PAVEMENT DESIGN PAVEMENT D
Page 17 and 18: • TRAFFIC • SUBGRADE • DRAINA
Page 19 and 20: • TRAFFIC • SUBGRADE • DRAINA
Page 21 and 22: FLEXIBLE PAVEMENT DESIGN WHY AASHTO
Page 23 and 24: FLEXIBLE PAVEMENT DESIGN LANE DISTR
Page 25 and 26: FLEXIBLE PAVEMENT DESIGN INPUT REQU
Page 27 and 28: RMRC RESEARCH
Page 29 and 30: FLEXIBLE PAVEMENT DESIGN MTO GBE ST
Page 31 and 32: FLEXIBLE PAVEMENT DESIGN DARWIN BAS
Page 33 and 34: FLEXIBLE PAVEMENT DESIGN CHECK FOR
Page 35 and 36: FLEXIBLE PAVEMENT OVERLAY DESIGN FW
Page 37 and 38: TESTING OF FOAMED ASPHALT AND HMA P
Page 39 and 40: CIR STRUCTURAL EQUIVALENCY FACTOR C
Page 41 and 42: CIR STRUCTURAL EQUIVALENCY FACTOR G
Page 43 and 44: CHARACTERIZATION OF HMA AND FDR (FO
Page 45 and 46: CHARACTERIZATION OF HMA AND FOAMED
Page 51 and 52: FOAMED ASPHALT STABILIZATION CHARAC
Page 53 and 54: LIFE-CYCLE COST ANALYSIS “WE GO O
Page 55 and 56: LIFE-CYCLE COST ANALYSIS INITIAL CO
Page 57 and 58: EXAMPLE OF FOAMED ASPHALT OR CIR LI
Page 59: EXAMPLE OF VALUE ENGINEEING SUPERPA
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