Repair Intersection Runway 03-21 & 15-33 FA441826R00XX
Summary
AI-generated · Feb 13, 2026Removal and replacement of 136 concrete pavement panels at the intersection of Runways 03-21 and 15-33 at Joint Base Charleston. Each existing panel is 25 ft by 25 ft by 24 in, with replacements sized 25 ft by 25 ft by 26 in. Work is performed during a nightly 6–8 hour window (approximately 2300–0700, Thursday through Monday) and includes three activities per night: saw-cutting, removal and installation of temporary panels, and placement of permanent panels.
Permanent panels must be fast-setting concrete capable of aircraft traffic strength within 3–4 hours, and the intersection must be open to daily aircraft traffic each morning. The project requires specialized capabilities and equipment, including sawing and removal equipment for 24-inch pavement and volumetric mixers sufficient to place at least 50 cubic yards of fast-setting concrete. Ancillary work includes milling and overlay of asphalt shoulders, installation of new runway centerline and edge lighting within the work limits, installation of runway markings, pavement grinding for smoothness, and pavement grooving.
The scope of this project includes removal and replacement of 136 individual pavement panels that measure 25 ft wide x 25 ft long x 24 inches deep, located at the intersection of the primary and secondary runways at Joint Base Charleston-Air Base. Replacement panels will be 25 ft wide x 25 ft long by 26 inches deep. All work will be during a 6 8-hour period between approximately 2300 hrs to 0700, Thursday through Monday. It is anticipated that the process will involve 3 primary activities each night, saw cutting, removal and installation of temporary panels, and placement of permanent panels. Each permanent panel will be constructed from fast setting concrete, capable of achieving aircraft traffic strength during a 3 4-hour cure period. The runway intersection shall open for daily aircraft traffic each morning. The project necessitates specialized capabilities and equipment, such as sawing and removal equipment for 24-inch pavement and volumetric mixers, sufficient in quantity to place a minimum of 50 cubic yards of fast setting concrete. Ancillary work includes milling and overlay of existing asphalt shoulders, installation of new runway centerline and edge lightings within the limits of work, installation of runway markings, pavement grinding for smoothness and pavement grooving.
From Sources Sought posted on Feb 12, 2026Notice history
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Sources Sought LATEST Posted Feb 12, 2026
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USA