Information
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WTG number & Exhibit:
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Conducted on
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Prepared by
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Project Name: Baffin Wind Project
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Project Number: 13140009
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Date / Time:
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WTG #:
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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
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Design Width: 66' 0" <br>Enter Actual Width:
Perimeter Edge:
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Design Length: 27' 4"<br>Enter Actual Length:
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Design Depth: 12"<br>Enter Actual Depth
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Rebar verified correct size, spacing, and clearances per Exhibit F-3
Anchor Bolts
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Anchor Bolt Mill Certificate on file
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Anchor Bolt Projection from bottom of "Template Ring": Design Projection: 19" +/- 1/2"<br>Enter Actual Projection:
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All nuts below embed ring have washers, 2 threads showing, tightened, and zip tied
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Required vertical bars include space allowed for electrical conduit
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Each conduit is properly anchored to the bottom mat of rebar in at least three locations
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Spacers (Dobies) from Mud Mat to bottom mat steel are intact (not crushed)
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Clearance between bar edge and edge form - Design clearance: 2"<br>Enter Actual Clearance:
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Height from bottom mat steel to embed ring bottom is 30 1/2" +/- 1/2" per design (primary)
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Height from mud mat to embed ring bottom is 36" +/- 1/2" per design (secondary)
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Foreign materials (wood, plastic, paper, etc.) are removed from concrete placement area
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Soil and silt have been cleared from mud mat and reinforcing steel
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Required electrical grounding complete and 4 clamps installed & verified
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Foundation conduit is flush against the edge form
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Door location identified with paint and verified correct (green)
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Work complete with no NCN's?
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If no, are they closed?
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Photos:
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Embed Ring Number:
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Required electrical grounding (tails) complete and in place
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Foundation approved for concrete placement
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Additional Notes:
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Installation Foreman, Forming:
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Mortenson QA/QC Representative: