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Runway Pavement Rehab - Design Criteria • Based on geotech report, subgrade conditions were very poor • Wet soils, low strength and stability • Design CBR = 6 and k-value = 120 pci based on conversations with Geotechnical Engineer
Runway Pavement Rehab - Design Criteria • Fleet Mix – developed from information compiled from FAA Form 5010, 2002 Airport Layout Plan (ALP), Sponsor and general knowledge of Airport No. Name Gross Wt. lbs Annual Departures % Annual Growth 1 Sngl Whl-5 5,000 18,000 5.00 2 Sngl Whl-12.5 12,500 1,000 5.00 3 Dual Whl-30 30,000 250 3.00 4 Dual Whl-60 65,000 250 2.00 • Ultimate desired design strength for new pavement was for 65,000 pounds, dual- wheel gear aircraft, per ALP
Page 1 and 2: A Concrete Alternative to Asphalt R
Page 3 and 4: Airport Location • Airport locate
Page 6 and 7: Project History • Original CIP id
Page 8 and 9: Project Process • 3 Schedules of
Page 10 and 11: Runway Pavement Rehab - Design Crit
Page 14: Runway Pavement Rehab - Design Crit
Page 17 and 18: Runway Pavement Rehab - Design Crit
Page 19 and 20: Runway Pavement Rehab - Asphalt Rec
Page 21 and 22: Runway Pavement Rehab - PCC Overlay
Page 23: Runway Pavement Rehab - PCC Overlay
Page 26 and 27: Runway Pavement Rehab - Life Cycle
Page 28 and 29: Runway Pavement Rehab - Constructio
Page 52 and 53: Summary • ~ 36,200 square yards o

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