pavement design

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LIFE-CYCLE COST ANALYSIS MAINTENANCE COST EFFECTIVENESS ASSET MANAGEMENT
EXAMPLE OF FOAMED ASPHALT OR CIR LIFE-CYCLE COST ANALYSIS • INTEREST RATE 8 PERCENT, INFLATION RATE 4 PERCENT - DISCOUNT RATE 3.85 PERCENT • ALTERNATIVES BASED ON EQUIVALENT GRANULAR BASE EQUIVALENCIES (GBE) - EXISTING PAVEMENT 100 mm ASPHALT CONCRETE 150 mm GRANULAR BASE GRANULAR SUBBASE SUBGRADE • GBE OF 1.8 USED FOR FOAMED ASPHALT AND CIR • INITIAL COST OF PAVEMENT STRUCTURE ONLY - AVERAGE MTO 1996 UNIT PRICES • MAINTENANCE AND REHABILITATION SCHEDULE BASED ON JEGEL EXPERIENCE
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: LIFE-CYCLE COST ANALYSIS INITIAL CO
Page 59 and 60: EXAMPLE OF VALUE ENGINEEING SUPERPA
Page 61: QUESTIONS ? PLEASE CONTACT JOHN EME
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