Question_and_Answer.pdf

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Roadway & Parking Lot Pavement Repair
Solicitation number
W50S99-22-B-0001
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PWS_PYKL172002_Roadway_Parking_Pavement_Repair.pdf PDF
W50S99-22-B-0001_Roadway_Parking_Lot_Pavement_Repair (1).pdf PDF

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Solicitation: W50S99-22-B-0001, Roadway & Parking Lot Pavement Repair

1. The scope of work section 1.1.2 call for the contractor to repair the asphalt per UFC 3-

270-01 O&M Manual: Asphalt and Concrete Pavement Maintenance, UFC 3-250-08FA:

Standard of Practice for Sealing Joints, and Cracks in Rigid and Flexible Pavements and

Repair and USDOT FAA Advisory Circular (AC) 150/5380-6C Guidelines and

Procedures for Maintenance of Airport Pavements. These manuals are very detailed in the procedure to be used for the crack repair. The (AC) 150/5380-6C requires the contractor to sawcut and remove the asphalt 12” on each side of the crack for both partial and full depth cracks before repairs can be performed.

Question: Is this the intention of the project, or are you all just wanting crack sealant without saw cutting and asphalt replacement?

Answer: Our intension is just to do crack seal and no cutting of and replacement of asphalt.

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