SECTION: 32 01 17.61 SEALING CRACKS IN ASPHALT PAVING

 

Criteria

  1. UFGS SECTION 32 01 17.61  SEALING CRACKS IN ASPHALT PAVING

  2. UFC 3-270-01 O&M Manual: Asphalt And Concrete Pavement Maintenance And Repair 

 

Changes or Criteria Notes to Unified Facilities Guide Specifications (UFGS)

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Note to Designer

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Design Requirements

 

Cracks should be slightly under filled to preclude tracking the material onto the pavement surface. For airfield pavements, the sealant should be recessed 1/8 inch below the pavement surface; for roads, streets and parking lots, the sealant should be recessed 1/4 inch. For pavements that are to receive an overlay, the sealant should be recessed a minimum of 1/4 inch and a maximum of 1/2 inch below the pavement surface.

 

Notes to Designers on Drawing Content

 

 

Standard Details

 

 

Applicable Points of Contact

Design Standards