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Showing articles from AA3X tag

Incorrectly Cored Tie Rod Pockets

STATEMENT OF PROBLEM Two tie rod pockets were cored in the wrong location. One dimension provided by the Press Group was transposed incorrectly, which migrated into the contract documents. The holes were cored per the drawings. The discrepancy was not discovered until press install, which caused some schedule del…

Level of Detail in Drawings and RFPS

STATEMENT OF PROBLEM The level on the drawings was good, but could have been a bit heavy. No major impact from the level of details on the bridging documents. COURSE OF ACTION None LESSON LEARNED Because of the level of detail known about the press and supporting details, it allowed for more c…

Press bay turnover checklist and sign-off sheet

STATEMENT OF PROBLEM A checklist was not used to facilitate the turnover of the press bay from Facilities to the Press group. Caused some discussions to be missed. COURSE OF ACTION None LESSON LEARNED Institute the buy-off checklist with meeting on ALL press projects.

2D Vs. 3D Deliverable

STATEMENT OF PROBLEM Should the design been issued as a 3D deliverable, or was the 2D deliverable with 3D coordination model adequate? Disconnect between what was coordinated in the 3D model, the actual 2D contract documents, and what was constructed. COURSE OF ACTION Require 3D design LESSON LEAR…

Missing Infill Steel

STATEMENT OF PROBLEM Ambiguity created between drawings, owner''''s intent, and contractor''''s understanding. The Ghafari drawings create some confusion between a general note on the plan vs. the intent on the details. As a result, neither the facility contractor or the press contractor included the erection of …

Middle Bay Press Unload Area

STATEMENT OF PROBLEM Due to the Paint Shop construction, the previously available laydown space for press parts was eliminated. This was discovered after project award. Required additional design effort and a field order to provide additional pavement for laydown space. COURSE OF ACTION None LESSO…

Middle Bay Fire Protection in Infill Area

STATEMENT OF PROBLEM Some confusion over fire protection in the infill area. It was included in the South Bay, but not included in the Middle Bay. Scope delineation was not clear, and wasn''''t addressed until after award. Resulted in a field order. COURSE OF ACTION None LESSON LEARNED Needs t…

Submittal/DCR Response Time

STATEMENT OF PROBLEM AE response time on submittals and DCRs not meeting expectation of contractor. Delays and schedule impacts; friction between parties. COURSE OF ACTION None LESSON LEARNED There were some issues during the early steel submitting, but after that the process went smoothly.

Setting Tolerance Values Issue

STATEMENT OF PROBLEM Too tight/unrealistic to begin with; Should work with Press group as early as possible to meet agrreement; Contractor disagreed with tolerances although they were part of the contractor documents, no bid clarification question. Potential concern for fabrication and setting tolerances; meeting…

Failure to specify surveying requirements

STATEMENT OF PROBLEM Precision surveying requirements not clearly defined in contract documents; Contractor not performing as frequently with signed-off documentation between Owner-Contractor-AE. Unclear expectations to the contractor; potential cause for errors. COURSE OF ACTION None LESSON LEARN…

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