Sustainable Pavement Designs for Runways and Taxiways

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9” Cement-Treated 6” Cement-Treated Ex Hub at Alliance port, Fort Worth, 1997 Taxiway & Ramp Truck Terminal & 14” PCC Container Storage 9” CTB 10” JRCP
TM Ex Hub at Alliance Airport, Fort Worth, TX 0-yr design life ompleted in 1997 30,000 yd 2 ement-treated subgrade ■ 7 % cement, 250 psi, reduced PI from 38 to less than 12 ement –treated base ■ 750 psi at 28 days
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: TM ashington Dulles rport Runway 4
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 and 46: TM uphin Island, AL istress ▪ Rav
Page 47 and 48: TM uphin Island Runway Repair Optio
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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