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Similar Cases: Weld Procedure Specification & Flaw Acceptance Criteria for a Brine Pipeline Analysis of Moment-Resisting Welds After The Northridge Earthquake Suitability-for-Service Evaluation of Seam Welded Heating Boilers Cracking in the Welds in Wide Flange Column Connections in Structural Steel |
Structural Steel Weld Quality Audit As the result of concerns expressed by the building's owner, APTECH performed a weld quality audit on the structural steel work. This project addressed two concerns: 1) the quality of the structural steel work; and 2) whether or not the quality concerns had impacted the structural integrity of the steel work. AWS-certified weld inspectors performed a sampling inspection which found, not unexpectedly, numerous deviations and nonconformances from AWS D1.1. (e.g.; cracks, linear indications, lack of fusion, cracked tack welds). APTECH then developed a generic fitness-for-service evaluation to disposition nonconformances which may be present in the structure but not part of the inspection program. These evaluations were based on analyses methods to determine the likelihood of failure under the design loading conditions. While minimizing construction delays and unnecessary repairs, this inspection program and evaluation showed with a high degree of confidence that the structure had sufficient safety margins to tolerate the nonconformances during severe design basis seismic events. APTECH was also retained by counsel for the building owner to facilitate the resolution of construction dispute issues. APTECH's technical support, in collaboration with experts in construction management, lead to the resolution of several key issues via arbitration. APTECH is also providing technical support and expert testimony for additional disputes.
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| APTECH Main office location is in Sunnyvale, California — in the heart of Silicon Valley, San Francisco Bay Area. 601 W. California Ave., Sunnyvale, California 94086-4831 and P.O. Box 3440, Sunnyvale, CA 94088-3440 (408) 745-7000 | ||
| APTECH Corp > Forensic Engineering Services Group > Past Case Summaries Case Index | ||
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