Atch 11-APPENDIX 9 Partial Depth Rpr Details.pdf
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- Attached to
- Nellis AFB Paving IDIQ
- Solicitation number
- FA486125R0006
About this file
This document is an engineering drawing (Appendix 9) detailing partial depth repair procedures for concrete pavements, dated January 1978 and referenced in a federal contract opportunity (FA4861-16-R-A300) for paving work. The technical diagram provides specific instructions for spall repair and partial depth corner break repairs in concrete surfaces, including:
Repair methodology involves making vertical saw cuts approximately 2" deep around the distressed area, removing loose concrete material, and using a separating medium to ensure good contact between existing pavement and patch. The process requires removing delaminated material, using a bonding agent, and applying 2" slump concrete patch. The technical reference is TMS-822-9/AFM 88-6, Chapter 10 on repair of rigid pavements using epoxy resin grouts, mortars, and concrete. The document is part of a broader paving contract for Nellis Air Force Base and the Nevada Test and Training Range, structured as an Indefinite-Delivery Indefinite-Quantity (IDIQ) construction/repair paving project.
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Text version
Appendix 9 Partial Depth Repair Details Page 1 of 2 7 Feb 2016
FA4861-16-R-A300
Appendix 7 Partial Depth Repair Details Page 2 of 2
FA4861-16-R-A300
File details come from the government source that posted it. Updated .