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Delphi Municipal Airport ** Open House July 23, 2008 - PowerPoint PPT Presentation

Delphi Municipal Airport ** Open House July 23, 2008 Rehabilitation Timing Restoration Resurfacing Structural/Functional Condition Reconstruction Min. Acceptable Rating Age or Traffic Optimize Cost Performance Consider Concrete


  1. Delphi Municipal Airport ** Open House July 23, 2008

  2. Rehabilitation Timing Restoration Resurfacing Structural/Functional Condition Reconstruction Min. Acceptable Rating Age or Traffic

  3. Optimize Cost Performance

  4. Consider Concrete Overlays

  5. Indiana Overlays • I – 69 North of SR 18 – 11” 1986 • I – 65 North of SR 114 – 10.5” 1994 • 1 – 94 West of SR 39 – 13” 1998 • I – 70 at US 27 – Richmond – 12” 2000 • Harding Street – Indianapolis – 6” 1985 • 121 st Street – Fishers – 9” 1992 • Allisonville Rd – N. of 96 th – 7” 1999 • Rudisill Blvd. Inter. – Fort Wayne – 6” 2006 • Bremen Highway – St. Joseph Co. – 4” 2007

  6. Madison, IN Airport Apron 3 ½ “ Concrete overlay over existing HMA Joints sawed at 4’ x 4’ spacing

  7. Madison, IN Airport Apron

  8. Unbonded Overlay Concrete over Concrete • Consists of thick concrete layer (125 mm or greater) on top of an existing concrete. • Uses a “separation interlayer” to separate new overlay and existing concrete. . . . . . .. . . . . . .. . . .

  9. Unbonded Overlays Separation Interlayer: “Key” Overlay Old Pavement Smooth Slip Plane Overlay Old Pavement Thick Interlayer (> 50 mm)

  10. UNBONDED CONCRETE OVERLAYS Advantages • Can Place on Pavement in Bad Condition. • Less Pre-Overlay Repair Needed Than Other Overlay Designs. • No Future Reflective Cracking. • Avoid Reconstruction Problems. • Can Construction Rapidly

  11. Unbonded Overlays Performance • Very Good • Can be expected to perform for 20+ years. – Most failures are due to the use of inadequate separation layers.

  12. Concrete Overlay of Asphalt Whitetopping • Consists of thick concrete layer (100 mm or greater) on top of an existing asphalt pavement. • Behaves as a new pavement on a strong base.

  13. Whitetopping History •Modern usage began in Iowa in 1960’s where heavy loads from farm trucks created a need for a durable pavement. •Performance was excellent •Over 1000 miles of whitetopped roads since the 1960’s •Now used for Interstates, highways, airports, intersections and parking lots

  14. Typical Whitetopping Thickness • Depends on expected traffic load. – City streets, county roads, and small airports • 100 to 175 mm (4 to 7 in.) – Primary roads and interstate highways • 175 to 280 mm (7 to 11 in.) – Large airports • 200 to 460 mm (8 to 18 in.)

  15. Whitetopping - Advantages Construction • Can place on pavement in bad condition. – Little or no pre-overlay repair needed. • Avoid reconstruction problems. – Minimal rain delays. – Maintain traffic on existing surface.

  16. Whitetopping - Advantages •Improved structural capacity. •Maintains high level of serviceability. •Low maintenance. •No seasonal weakening (spring breakup). •Concrete slabs bridge problems asphalt cannot. •Light reflective, safe riding surface.

  17. Whitetopping Construction • Critical issue is uniform support • Subgrade / base failures need repair • Need to evaluate drainage ( esp. Inlays) • Address surface distortions – Direct application – Profile milling – Leveling course

  18. Good reference for Concrete Overlays www.pavement.com www.cptechcenter.org

  19. CONCRETE OVERLAYS Payment Cubic Yard Square Yard NOTE: Divided payment is the most equitable and economic.

  20. REHABILITATION OF RUNWAY “18 – 36” Delphi Municipal Airport

  21. Design – Concrete Overlay • 5” Plain Concrete Pavement placed over existing asphalt runway • Transverse joints spaced @ 12’-0” • Longitudinal joints spaced @ 10’-0” • All joints – sawed, beveled and sealed • Outside longitudinal joint and the 3 transverse joints at north and south ends of runway – tied with ½” deformed bars spaced 3’- 0 c-c As constructed – concrete overlay averaged 5.75”

  22. Project Bid Tabs – Base: FDR w/ HMA Overaly $912,999.85

  23. Project Bid Tabs – Alternate: Concrete Overlay $715,935.58

  24. Surface Preparation

  25. Securing Tie Bars @ Longitudinal Joint

  26. Placement

  27. Finishing

  28. Curing

  29. Sawing

  30. Notice crack & broom finish

  31. Protection of Flexural Beam samples

  32. Questions? INDIANA CHAPTER Indiana Chapter - American Concrete Pavement Association One North Capitol Avenue, Suite 480 Indianapolis, IN 46204 Office: (317) 634-8989 Fax: (317) 634-8988 mbyers@pavement.com plong@pavement.com www.indianaconcretepavement.com

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