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FLEXIBLE PAVEMENT EMPIRICAL DESIGN METHODS ~ GRANULAR BASE EQUIVALENCY (GBE) FACTORS ONTARIO EXPERIENCE • NEW PROJECTS • HOT-MIX ASPHALT (INCLUDING RECYCLED) 2.0 • GRANULAR BASE (CRUSHED, CBR ≥ 60) 1.0 • GRANULAR SUBBASE (CBR < 60) 0.67 • OGDL (NOT RECOMMENDED) 1.0 • RESURFACING PROJECTS • OLD HOT-MIX ASPHALT 1.25 • OLD GRANULAR BASE 0.75 • OLD GRANULAR SUBBASE 0.50 • RECONSTRUCTION PROJECTS • OLD HOT-MIX ASPHALT 1.0 • OLD GRANULAR BASE 0.6 • OLD GRANULAR SUBBASE 0.4 • PULVERIZED RAP/GRANULAR BLEND 1.00 • CIP 1.80 • FOAMED/EXPANDED ASPHALT 1.80 • RUBBLIZED BASE CONCRETE 1.0+
FLEXIBLE PAVEMENT DESIGN MTO GBE STRUCTURAL DESIGN GUIDELINES FOR FLEXIBLE PAVEMENTS - SECONDARY HIGHWAYS
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: RMRC RESEARCH
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 and 60: EXAMPLE OF VALUE ENGINEEING SUPERPA
Page 61: QUESTIONS ? PLEASE CONTACT JOHN EME

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