Hogan Concrete Pour Checklist

• Document No.

• Project Name

• Project Number

• Conducted on

  Date

• Prepared by

• Date Pour Scheduled:

  Date

• Weather Conditions:

• Site Conditions:

• Other:

Slab Pour: Post-Tensioning

• Block-outs for the mechanical ducts are correct

  Yes

  No

  N/A

• Slab is clean before pouring

  Yes

  No

  N/A

• Safety rails are in place correctly prior to pour

  Yes

  No

  N/A

• There are no cuts in the cables

  Yes

  No

  N/A

• Casings for cables are plumb

  Yes

  No

  N/A

• Rebar placement is correct

  Yes

  No

  N/A

• Imbeds at the stair well are correct

  Yes

  No

  N/A

• Shelf angle impeds on floors 3-7 is correct

  Yes

  No

  N/A

• Penetration sleeves for the electrical are correct

  Yes

  No

  N/A

Columns

• Rebar cages are tied at the bottom before lifting

  Yes

  No

  N/A

• Rebar placement is correct

  Yes

  No

  N/A

• Column forms are plumb

  Yes

  No

  N/A

• A qualified signalman is giving directions to the crane operator

  Yes

  No

  N/A

• Forms are correctly pinned

  Yes

  No

  N/A

• Safety straps are installed correctly towards interior

  Yes

  No

  N/A

• Sleeves for cables are installed correctly at 21" and 42"

  Yes

  No

  N/A

Decks

• Shoring is plumb (no slipage)

  Yes

  No

  N/A

• X-bracing is correct

  Yes

  No

  N/A

• Floors 5 & 6 are properly canterlevered

  Yes

  No

  N/A

• Slab grabbers are installed on porches

  Yes

  No

  N/A

• Safety rails are installed

  Yes

  No

  N/A

• Netting is ready to be installed for stripping operation

  Yes

  No

  N/A

Awning

• Thru-bolt is in place

  Yes

  No

  N/A

• Extra vertical shoring at canterleavers is in place

  Yes

  No

  N/A

• Banding is installed properly

  Yes

  No

  N/A

• Pins at adjustable jack legs are nailed

  Yes

  No

  N/A

Safety/PPE:

• Concrete finishers have rubber boots, gloves and safety glasses

  Yes

  No

  N/A

• Concrete vehicles are not interrupting regular traffic

  Yes

  No

  N/A

• Truck spotter is wearing safety vest

  Yes

  No

  N/A

• Flaggers with slow/stop paddles are available on site

  Yes

  No

  N/A

• Shoring and Reshoring Under Pour

  Yes

  No

  N/A

• Floor Number(s)

Shoring Inspection

Inspect Shores and Reshores for the following defects, if any defects are found they must be replaced prior to the pour:

• Cracked or broken material

  No

  Yes

  N/A

• Large knots

  No

  Yes

  N/A

• Vertical splits longer than 24"

  No

  Yes

  N/A

• Vertical splits which go from the edge of the 4 X 4 to an interior knot

  No

  Yes

  N/A

• Shores with more than 20% of the cross sectional area missing (less than 2-3/4" wide)

  No

  Yes

  N/A

• Broken Ellis clamps

  No

  Yes

  N/A

• Shores with holes

  No

  Yes

  N/A

• Shores with dry rot

  No

  Yes

  N/A

Shores or Reshores not meeting the following requirements have not been properly installed. Deficiencies must be corrected prior to placement of the pour.

• Shores are installed plumb.

  Yes

  No

  N/A

• The direction of every other shore bottom are alternating

  Yes

  No

  N/A

• Shores are located within 6" of the center of the standard mud pad, or at the center line of 2X_ mudsills.

  Yes

  No

  N/A

• Mudpads are placed on level, compacted fill.

  Yes

  No

  N/A

• Shores are not allowed to "scissor" at the clamp.

  Yes

  No

  N/A

• X-braces are located at a minimum of 16' on center, in each direction, and at the perimeter of the pour.

  Yes

  No

  N/A

• Shores are horizontally laced per the drawing requirements.

  Yes

  No

  N/A

• All shores over 14'-6" tall are single laced in both directions.

  Yes

  No

  N/A

• Re-shores at the perimeter of the building are laced to adjacent re-shores (1 row parallel to the edge of the slab, minimum) to prevent their falling out of the building.

  Yes

  No

  N/A

• No double decking (shores above shores), unless system has been engineered and approved by an engineer.

  Yes

  No

  N/A

• DESCRIPTION OF ITEMS REQUIRING CORRECTION:

• ACCEPTED DEVIATIONS FROM SHORING AND RESHORING PLANS:

• I have visually inspected the area described above and to the best of my knowledge, the shoring and reshoring is in general compliance with the shoring and reshoring drawings with the exception of any corrective work or deviations noted above. Once the above noted corrections have been completed, the shoring and reshoring for the above described area is released for the concrete pour.

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