Sustainable Pavement Designs for Runways and Taxiways

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TM uphin Island, AL igh water able Courtesy of Volkert
TM uphin Island Runway Repair Options Remove and Replace • Mill existing Asphalt • Repair base • Place 4” asphalt wearing surface • Full Depth Reclamation • FDR = 7.5 75 Inches • Cement = 45 Lbs./ SY S.Y. • Place 3.5” asphalt wearing surface
Page 1 and 2: Concrete Airport Pavement Workshop,
Page 3 and 4: TM What is sustainable development
Page 5 and 6: TM Sustainable Strategies • Longe
Page 7 and 8: TM avement Sustainability Rating sy
Page 9 and 10: TM ement-Based Pavement Materials R
Page 11 and 12: TM t materials can be treated with
Page 13 and 14: AA Base/Subbase Approved Materials
Page 15 and 16: TM mproved Performance in Rutting a
Page 17 and 18: TM Materials for Base Course FAA AC
Page 19 and 20: TM Materials for Subbase Course FAA
Page 21 and 22: Mixing i Methods TM
Page 23 and 24: TM lant Mix FAA P-301 FAA P-304 Cen
Page 25 and 26: oad Mix Spread cement Add water if
Page 27 and 28: TM oad Mix hen…
Page 29 and 30: TM nt vs. Road Mix Considerations T
Page 31 and 32: TM ere are stabilized materials use
Page 33 and 34: TM ashington Dulles rport Runway 4
Page 35 and 36: TM Ex Hub at Alliance Airport, Fort
Page 37 and 38: W SE Perimeter iway ompleted in 200
Page 39 and 40: TM iedman Memorial Airport Runway,
Page 41 and 42: dman Memorial Airport Runway, Haile
Page 43 and 44: Dauphin Island Airport, Alabama TM
Page 45: TM uphin Island, AL istress ▪ Rav
Page 49 and 50: TM auphin Island, AL Benefits of FD
Page 51 and 52: TM nta Airport Apron Section FAA nd

Sustainable Pavement Designs for Runways and Taxiways

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