Atch 14-APPENDIX 12 Crack Rpr Detail.pdf
PDF 2 MB Posted
- Attached to
- Nellis AFB Paving IDIQ
- Solicitation number
- FA486125R0006
About this file
This document is an Appendix 12 Crack Repair Detail technical drawing from February 7, 2016, associated with contract FA4861-16-R-A300. The image illustrates a three-stage crack repair process for concrete pavements: (1) Original Crack, (2) After Routing, and (3) Sealing (with a minimum 1/8" recess). The technical drawing notes that the variable width and amount of spalling along cracks necessitates different repair procedures, referencing additional figures 2-33a and 2-33b for detailed instructions. The reference documentation indicates the technical guidance is from TM 5-822-9/AFM 88-8, Chapter 10, specifically addressing repair of rigid pavements using epoxy resin grouts, mortars, and concrete. The document is part of the Nellis Air Force Base Paving IDIQ (Indefinite-Delivery Indefinite-Quantity) contract for construction and repair paving projects.
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Text version
Appendix 12 Crack Repair Detail 7 Feb 2016
FA4861-16-R-A300
File details come from the government source that posted it. Updated .