Title Page
-
Document No.
-
Audit Title
-
Client / Site
-
Conducted on
-
Prepared by
-
Location
-
Personnel
Top Deck Inspection
-
Has ALL WORK been completed and ready for the pour (formwork, rebar, post-tension, embeds, plumbers, electricians)? If not, please describe.
-
Is the formwork deck finished 100% and ready for pour (bulkheads done, edgeforms done, openings installed, etc.) ?
-
Is all rebar installed per the approved shop drawings?
-
Is all rebar supported properly on chairs?
-
Is rebar installed properly to provide proper concrete coverage on all sides?
-
Is post-tensioning laid out and installed correctly per approved shop drawings?
-
Are all embeds laid out and installed per approved shop drawings? If not, please describe.
-
Are all edgeforms kicked off properly and plumb?
-
Is the drip strip installed at all required locations?
-
Are all safety rails and toe boards installed properly at slab edge and any interior openings?
-
Is deck free and clear of all debris and ready for concrete pour?
RMD Beam Tables
-
Do you have a stamped shoring drawing onsite for this pour?
-
Is the shoring installed per the stamped drawing? If not, contact PC, OM or Area Lead.
-
Are RMD beam table legs visually plumb?
-
Are all beam tables set at the correct elevation or grade?
-
Is all required Alshor bracing installed per the drawing?
-
On ramps, are hardwood wedges installed under post shore bases?
Long Pan Forms
-
Are all slab tables installed per the drawings with full bearing on the beam tables?
-
In any "loose framed" slab areas, is the shoring installed per the drawing? If no, indicate why not.
-
Are all the slab table inserts installed for stripping purposes?
-
Are all pan forks installed no more than 3ft on center?
-
Are all pans clipped together at the concrete joist bottoms per the drawing?
-
Are all post shores under the long pans installed per the drawing, no more than 3’-6” on center?
Reshoring
-
Does this pour require reshores?
-
Is there a stamped reshore drawing onsite?
-
How many floors of reshore are required?
-
Are the correct type of reshores used and installed snug and plumb?
-
Is reshoring required to be leg-to-leg?
-
Are reshore spring clips in place at top of shore?
-
On steel shores, are the reshore pins completely inserted and the shore snug?
-
Are reshores installed visually plumb?
-
Are perimeter reshores tied with a rope to prevent falling from the building?
-
Do all the floors engaged in shoring and reshoring meet the specified strength requirement per the reshore drawing?
-
Are all hole covers installed 100% to prevent fall hazard and NO reshores installed on hole covers?
-
Is the outrigger reshored at least two levels?
Subgrade Information
-
Is the slab on grade in place?
-
If slab on grade is not in place, is compaction and bearing capacity enough for the leg load?
-
Are the mud sills the proper material and size per the stamped drawing?
-
Have efforts been made to prevent runoff from washing under mud sills during heavy rains?
-
Are all mud sills level, completely bearing on dirt/gravel, and centered underneath the frame base plate?