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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Has the top of deck elevation been verified by the Field Engineer?
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If required, are any rebar dowels for CMU walls installed correctly?
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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?
PERI Multiflex Shoring
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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 PERI Multiflex legs visually plumb?
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Is the shoring/beam bottoms set at the correct elevation or grade?
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Is all required MRK bracing installed per the drawing?
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On ramps, are hardwood wedges installed under post shore bases?
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In any "loose framed" slab areas, is the shoring installed per the drawing? If no, indicate why not.
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Are all the T Jacks installed per the stamped drawings?
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?