Mass Parking Apron Repair W9128F26SM009
Summary
AI-generated · Feb 25, 2026Mass Parking Apron Repair at Minot AFB, North Dakota, involves removing about 53,000 square yards of existing PCC pavement (thickness 15–18 inches) and replacing with roughly 55,200 square yards of 18-inch PCC and 9,600 square yards of 12-inch PCC. Additionally, remove about 10,000 square yards of 2-inch HMA, 1,220 square yards of 6.5-inch HMA, and replace about 1,800 square yards of 6.5-inch HMA. Associated work includes installing preformed and poured joint sealants, removing and replacing cathodic protection test pits, pavement marking, seeding, and minor grading. This is a fully-designed project.
New PCC must conform to stringent military airfield pavement standards (including 32 13 14.13) with tight aggregate limits, a severe weather classification, and mandatory Alkali-Silica Reactivity evaluation/testing for both fine and coarse aggregates per the spec. For durability, aggregates must have a satisfactory five-year freeze-thaw service record in three concrete paving projects, or meet a durability factor of 50+ in ASTM C1646/C1646M tests with ASTM C666/C666M Procedure A. Hot-mix asphalt work must conform to UFGS 32 12 15.13.
Mass Parking Apron Repair. This project is located at Minot AFB, North Dakota. This is a Fully-Designed Project. Project will include the following: Remove approximately 53,000 Square Yards of PCC pavement varying in thickness between 15 inches and 18 inches and replace with approximately 55,200 SY of 18-inch PCC pavement and 9,600 SY of 12-inch PCC. New PCC pavement shall conform to 32 13 14.13 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY-DUTY PAVEMENTS with very stringent fine and coarse aggregate deleterious materials limits unique to military airfield pavement construction, weather severity classification of severe, enforcement of evaluation and testing for Alkali-Silica Reactivity per UFGS 32 13 14.13 requirements for both fine and coarse aggregates, Air Force durability requirement that aggregate shall have a satisfactory service record in freezing and thawing of at least 5 years successful service in three concrete paving projects or aggregate with durability factor of 50 or more when subjected to freezing and thawing of specimens prepared in accordance with ASTM C 1646/C 1646M and tested in accordance with ASTM C 666/C 666M, Procedure A for aggregates not having a satisfactory demonstrable service record. Removal of approximately 10,000 Square Yards of 2-inch hot-mix asphalt pavement, 1,220 square yards of 6.5-inch hot-mix asphalt and replacing 1,800 SY of 6.5-inch hot-mix asphalt pavement conforming to UFGS 32 12 15.13 HOT-MIX ASPHALT AIRFIELD PAVING; Associated work includes the installation of preformed and poured joint sealant; removal and replacement of cathodic protection test pits; pavement marking; seeding and minor grading.
From Sources Sought posted on Feb 24, 2026Notice history
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Sources Sought LATEST Posted Feb 24, 2026
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58704