This project includes the reconstruction of three taxi lanes within the Terminal Aprons at Hartsfield Jackson Atlanta International Airport (HJAIA). The first taxi lane was located adjacent to 15 gates at the T Concourse, the second taxi lane was adjacent to 17 gates on the west side on Concourse A, and the third taxi lane was adjacent to nine gates on the east side of Concourse B. Several pavement design issues were addressed during the reconstruction of these jointed plain concrete pavement (JPCP) sections, including joint spacing, joint integration with the remaining JPCP sections, improvements to existing subsurface drainage systems, and the required load carrying capacity for several gates that support wide-body aircraft. A detailed construction phasing plan was also developed as part of the design. This paper also addresses the success of the accelerated construction that was required during each phase. The results from laboratory testing for flexural strength, as required by the FAA, were compared to additional nondestructive seismic and maturity meter tests to determine when the gates could be opened to traffic.
Design and Acceptance Testing during Reconstruction of Terminal Apron Taxi Lanes at Hartsfield Jackson Atlanta International Airport
Airfield and Highway Pavements Specialty Conference 2006 ; 2006 ; Atlanta, Georgia, United States
Airfield and Highway Pavement ; 885-896
2006-04-28
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Hartsfield-Jackson Atlanta International Airport
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