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Standard Specification for cutting PC
Strand Tendons after recording elongations
Cutting Tendons After Stressing:
- Do not cut tendons or cover pockets until elongation records are reviewed and
accepted by the Engineer of Record or Architect.
- Clean tendons, anchorages and pockets of corrosion preventitive coating with
non-corrosive solvent before removal of excess length pf post-tensioning tendons.
- Each tendon shall be cold-sheared using the "PocketShear®", available
from Tiger Industries Corporation at (214) 654-0696, or equal, within the pocket, allowing for
no less than 3/4" of concrete cover over the end of each tendon.
- All tendon ends shall be left clean and free of burrs.
- All tendon ends shall be accessible for inspection prior to and during, cutting,
placement of protective caps and/or grout.
- Oxyacetlyene torches SHALL NOT be used to cut tendons.
- Do not damage tendon, anchorage or concrete during removal of excess length of
tendon.
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