Ryan Parking Ramp QC Daily Check

• Document No.

• Audit Title

• Client / Site

• Conducted on

  Date

• Prepared by

• Location
  Address

Inspection Overview

• Site photo from Bldg B entrance

  Media

• Was erection phase/area prepared and signed off by Ryan foreman?

  Yes

  No

• Has grouting/shimming been completed for previous day's setting?

  Yes

  No

  N/A

• What piece types are being set today?

  Select Columns Structural Panels Beams Spandrels Double Tees Insulated Panels Solid Plank Hollowcore Plank Stair Sections Structural Steel

  • Columns
  • Structural Panels
  • Beams
  • Spandrels
  • Double Tees
  • Insulated Panels
  • Solid Plank
  • Hollowcore Plank
  • Stair Sections
  • Structural Steel

• How many pieces of precast were set today?

• List pieces set today

QC Inspection Issues

• Were there QC inspection issues today?

  Select Columns Structural Panels Beams Spandrels Double Tees Insulated Panels Solid Plank Hollowcore Plank Stair Sections Structural Steel

  • Columns
  • Structural Panels
  • Beams
  • Spandrels
  • Double Tees
  • Insulated Panels
  • Solid Plank
  • Hollowcore Plank
  • Stair Sections
  • Structural Steel

• 1. List piece number
  2. List issue (eg. bolt setting, base plate, bracing, erection/shipping damage)
  3. Take picture and log with Wells foreman

Column Issue

• Photo of column issue

  Media

• 1. List piece number
  2. List issue (eg. Finish, base or panel connection, bracing, bowing, joint inconsistency, erection/shipping damage)
  3. Take picture and log with Wells foreman

Panel Issue

• Photo of panel issue

  Media

• 1. List piece number
  2. List issue (eg. Setting pin, ledge inconsistency, elevation bust, erection/shipping damage)
  3. Take picture and log with Wells foreman

Beam Issue

• Photo of beam issue

  Media

• 1. List piece number
  2. List issue (eg. Finish, column connection, pocket/blockout, erection/shipping damage)
  3. Take picture and log with Wells foreman

Spandrel Issue

• Photo of spandrel issue

  Media

• 1. List piece number(s)
  2. List issue (eg. Surface finish, flange connection, level setting/shimming, drainage, blockout, expansion joint, erection/shipping damage)
  3. Take picture and log with Wells foreman

Double Tee Issue

• Photo of Double Tee issue

  Media

• 1. List piece number
  2. List issue (eg. Finish, base/panel connection, bowing, bracing, erection/shipping damage)
  3. Take picture and log with Wells foreman

Elevator Tower Panel Issue

• Photo of Panel issue

  Media

• 1. List piece number
  2. List Issue (eg. finish, embed plates, connections, erection/shipping damage)
  3. Take picture and log with Wells foreman

Solid Plank Issue

• Photo of Plank Issue

  Media

• 1. List piece number
  2. List issue (eg. underside finish, keyway connection, embed plate, erection/shipping damage)
  3. Take picture and log with Wells foreman

HC Plank Issue

• Photo of HC Plank Issue

  Media

• 1. List piece number
  2. List issue (eg. surface finish, embeds, level setting/shimming, erection/shipping damage)
  3. Take picture and log with Wells foreman

Stair Issue

• Photo of Stair issue

  Media

• 1. List piece number
  2. List issue (eg. Finish, size, level setting/shimming, welds, erection/shipping damage)
  3. Take picture and log with Wells foreman

Steel Issue

• Photo of Steel issue

  Media

• No QC issues were seen on-site today

Jobsite Safety

• Were there any safety issues on-site today?

  Yes

  No

• Explain any safety issues

• Add media

  Media

• No safety issues were seen on-site today

• Is tie-off and leading edge protection in-place and consistently in use?

  Yes

  No

  N/A

• Photo of missing protection or safety violation

  Media

Detailing QC

• Is PC detailing taking place today?

  Yes

  N/A

• Are all connecting structural pieces grouted and approved for loading

  Yes

  No

  N/A

• Are pieces backfilled, braced and set level, plumb and true?

  Yes

  No

  N/A

• Has camber come out of pieces as designed?

  Yes

  No

  N/A

• Is all exposed steel or rebar stainless or epoxy?

  Yes

  No

  N/A

• Are connection welds inspected and approved?

  Yes

  No

  N/A

• Galvanized or black steel welds have been ZRC'd?

  Yes

  No

  N/A

• Are double tee flange connectors welded at a depth of 1.5" and free from chipping and cracking?

  Yes

  No

  N/A

• Are pieces set and level to conform to sloping requirements<br><br>Maximum of 1/2" korlath shim to be used with vosco pad, if more is necessary metal shims must be used!

  Yes

  No

  N/A

• Are joint widths uniform, within tolerance and level?

  Yes

  No

  N/A

• Are blockouts fully formed, free of excess concrete and debris?

  Yes

  No

  N/A

• Is structural steel detailing taking place today?

  Yes

  N/A

• Are connection welds inspected and approved?

  Yes

  No

  N/A

• Are welds bondo'd, ground smooth and prepped for paint?

  Yes

  No

  N/A

• Are concrete curbs being placed today?

  Yes

  N/A

• Are gaps at pour-back areas uniform and within tolerance (1"-2" depending on location)?

  Yes

  No

  N/A

• Is all caulking and detailing complete under curb area in daily pour?

  Yes

  No

  N/A

• Has mix design been approved and discussed with concrete crew?

  Yes

  No

  N/A

• Has reinforcement been installed, inspected and tied-in to surrounding structural pieces?

  Yes

  No

  N/A

• Is the concrete crash wall being poured or prepped today?

  Yes

  N/A

• Has reinforcement been installed, inspected and tied-in to structural pieces?

  Yes

  No

  N/A

• Has wall finish (vertical light broom) been discussed with Ryan concrete Foreman?

  Yes

  No

  N/A

• Is the expansion joint being set today?

  Yes

  N/A

• Is blockout fully-formed, of uniform depth and width?

  Yes

  No

  N/A

• Has mechanical joint been installed by Wells per structural detail and bond-break foam been placed?

  Yes

  No

  N/A

• Is tee-to-tee transition level and finish uniform?

  Yes

  No

  N/A

• Are drains being placed today?

  Yes

  N/A

• Are drain blockouts prepared for coring or concrete placement?<br><br>Is tee surface level to support drain body flange?<br><br>Has Wells checked tee flange blockout locations for reinforcement issues?

  Yes

  No

  N/A

• Is top of drain body 3/4" below tee finish elevation?

  Yes

  No

  N/A

• Has secondary reinforcement been placed on top of drain body?

  Yes

  No

  N/A

• Is panel coring taking place today by trades other than Wells?

  Yes

  N/A

• Has Wells marked strand or reinforcement locations within panels/spandrel/plank to be cored?

  Yes

  No

  N/A

Caulking/Membrane QC

• Is caulking/membrane placement taking place on-site today?

  Yes

  N/A

• Have all joints been welded, skimmed, prepped for caulk and checked by Wells foreman?

  Yes

  No

• Are joints dry and bonding agents fully cured (72 HRS or manuf. min)?

  Yes

  No

  N/A

• Have all penetrating or waterproof sealers been kept out of caulk joints (vertical and horizontal)

  Yes

  No

  N/A

• Have all joints been wire brushed/ground/chipped to expose and roughen caulking surface?<br><br>Has slurry/slag been removed from deck/exposed plank?<br><br>Has area been brushed, washed or swept?

  Yes

  No

  N/A

• Has correct size backer rod been installed to adequate depth?

  Yes

  No

  N/A

• Are joints of uniform width from end to end and within tolerance(s)?<br>Double Tee - 7/8" +/- 1/8"<br>Panel/Spandrel - 5/8" +/- 1/8"

  Yes

  No

  N/A

• Are panels flush or offset by less than 1/4" between panels AND 1/4" in 10' / 3/8" in 100' MAX

  Yes

  No

  N/A

• Are tooled concrete joints uniform and clean?

  Yes

  No

  N/A

• Drain blockouts are fully formed, cured and caulked prior to membrane placement?

  Yes

  No

  N/A

• Caulking has been installed in a uniform manner, joints are tooled and protected after installation?

  Yes

  No

  N/A

• Has area to receive membrane received shot blasting preparation or bonding agent?<br><br>Has installer brushed off surface with air gun prior to application?

  Yes

  No

  N/A

• Stop caulkers from scope of work and notify Wells foreman

• Photos from daily QC Inspection

  Media

• QC Inspection Completed By:

  Sign