Sustainable Pavement Designs for Runways and Taxiways

More documents

Recommendations

Info

ashington Dulles rport Runway 4, 2008 18” PCC w/ owelled transverse joints at 20 ft 6” CTB, 6% cement 12” Cement- Stabilized Subgrade, 5% cement
TM ashington Dulles rport Runway 4 Runway 4 completed in 2008 Runway 12 was completed in 2004
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: TM ere are stabilized materials use
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 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

Create successful ePaper yourself

Delete template?

Save as template?