Information

  • WTG number & Exhibit:

  • Conducted on

  • Prepared by

  • Project Name: Baffin Wind Project

  • Project Number: 13140009

  • Date / Time:

  • WTG #:

  • Engineer of Record and drawings that apply to this inspection: Barr: S-01, S-02, S-03; CMC Rebar Shop Drawings: RP-01, RP-01A

Foundation

  • Design Width: 66' 0" <br>Enter Actual Width:

Perimeter Edge:

  • Design Length: 27' 4"<br>Enter Actual Length:

  • Design Depth: 12"<br>Enter Actual Depth

  • Rebar verified correct size, spacing, and clearances per Exhibit F-3

Anchor Bolts

  • Anchor Bolt Mill Certificate on file

  • Anchor Bolt Projection from bottom of "Template Ring": Design Projection: 19" +/- 1/2"<br>Enter Actual Projection:

  • All nuts below embed ring have washers, 2 threads showing, tightened, and zip tied

  • Required vertical bars include space allowed for electrical conduit

  • Each conduit is properly anchored to the bottom mat of rebar in at least three locations

  • Spacers (Dobies) from Mud Mat to bottom mat steel are intact (not crushed)

  • Clearance between bar edge and edge form - Design clearance: 2"<br>Enter Actual Clearance:

  • Height from bottom mat steel to embed ring bottom is 30 1/2" +/- 1/2" per design (primary)

  • Height from mud mat to embed ring bottom is 36" +/- 1/2" per design (secondary)

  • Foreign materials (wood, plastic, paper, etc.) are removed from concrete placement area

  • Soil and silt have been cleared from mud mat and reinforcing steel

  • Required electrical grounding complete and 4 clamps installed & verified

  • Foundation conduit is flush against the edge form

  • Door location identified with paint and verified correct (green)

  • Work complete with no NCN's?

  • If no, are they closed?

  • Photos:

  • Embed Ring Number:

  • Required electrical grounding (tails) complete and in place

  • Foundation approved for concrete placement

  • Additional Notes:

  • Installation Foreman, Forming:

  • Mortenson QA/QC Representative:

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