Title Page
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Document No.
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Audit Title
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Client / Site
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Conducted on
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Prepared by
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Location
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Personnel
Top Deck Inspection
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Has ALL WORK been completed and ready for the pour (formwork, rebar, post-tension, embeds, plumbers, electricians)? If not, please describe.
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Is the formwork deck finished 100% and ready for pour (bulkheads done, edgeforms done, openings installed, etc.) ?
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Is all rebar installed per the approved shop drawings?
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Is all rebar supported properly on chairs?
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Is rebar installed properly to provide proper concrete coverage on all sides?
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Is post-tensioning laid out and installed correctly per approved shop drawings?
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Are all embeds laid out and installed per approved shop drawings? If not, please describe.
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Are all edgeforms kicked off properly and plumb?
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Are all safety rails and toe boards installed properly at slab edge and any interior openings?
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Is deck free and clear of all debris and ready for concrete pour?
Shoring Frames
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Do you have a stamped shoring drawing onsite for this pour?
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Is the shoring installed per the stamped drawing? If not, contact PC, OM or Area Lead.
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Are shoring frames visually plumb?
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Is all scaffold bracing installed per the drawing?
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Does scaffold screwjack extension match the drawing? Maximum extension is 24" in most cases.
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Are all scaffold frames sitting on baseplate?
Stringer & Joists
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Is scaffold layout and stringer spans installed per the drawing?
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Is the stringer used the same as shown on the drawing? (ex. 7.5" Aluma, 6.5" Aluma, 5" steel)
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Do the stringers meet one of these two options (as shown on the shoring drawing):<br>1) Stringers butt in the head of the scaffold frame<br>2) Stringers bypass each other in the head of scaffold frame
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Is joist spacing installed per the drawing?
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Are the joists being used the same material as shown on the drawing? (ex. 6.5" Aluma, 4x4 pine)
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Do all joists have full bearing on the stringers?
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Is there any scaffold lacing required per the shoring drawing? If so, is it installed per the drawing?
Reshoring
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Does this pour require reshores?
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Is there a stamped reshore drawing onsite?
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How many floors of reshore are required?
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Are the correct type of reshores used and installed snug and plumb?
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Is reshoring required to be leg-to-leg?
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Are reshore spring clips in place at top of shore?
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On steel shores, are the reshore pins completely inserted and the shore snug?
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Are reshores installed visually plumb?
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Are perimeter reshores tied with a rope to prevent falling from the building?
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Do all the floors engaged in shoring and reshoring meet the specified strength requirement per the reshore drawing?
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Are all hole covers installed 100% to prevent fall hazard and NO reshores installed on hole covers?
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Is the outrigger reshored at least two levels?
Subgrade Information
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Is the slab on grade in place?
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If slab on grade is not in place, is compaction and bearing capacity enough for the leg load?
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Are the mud sills the proper material and size per the stamped drawing?
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Have efforts been made to prevent runoff from washing under mud sills during heavy rains?
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Are all mud sills level, completely bearing on dirt/gravel, and centered underneath the frame base plate?