SC-Coppell HS-LR000608FUGRO SOUTH, INC. ;~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
STRUCTURAL STEEL INSPECTION REPORT
CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: June 8, 2000
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 15 PAGE 1
Owner: Coppell lSD
Architect: SHW Group
Engineer: SHW Group
Contractor: DaI-Mac Construction Co.
Fabricator: Alpha Industries
Location of Project: Coppell, Texas
Inspection Performed At: Job Site X Fabrication Shop
DESCRIPTION OF INSPECTION: Structural Steel Inspection } Visual Inspection of Welds on (Str I Steel - Metal Deck Units) or
Ultrasonic Testing or Magnetic Particle Inspection of Welds and Inspection of Bolted Connections for compliance to Project
specifications, Contract Documents, Drawings, and Governing Codes } AWS, AISC, ASTM, SJI, ASNT, ANSI.
See attached Field Reoorts for Soeciflc Items Inspected or Tested and Tv~e of Inspection or Tastim3 ~erformed
Location of Inspection: See attached Field reports for Specific Areas Inspected or Tested.
Results of Inspection: Project Complete Project Incomplete
Fabrication Is:
Erection Is: X
In Compliance j
Non Compliance X i
Note: Workmanship type deviations noted during Inspection, which are being con'ected at time of Inspection, are not being listed on Report.
NOTE: Inspection was performed to vedfy compliance to Project specifications, Contract Documents, Drawings, and Governing
Codes} AWS. AISC, ASTM, SJL, ASNT, ANSI
Inspected By: Doug Post, AWS/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
Distribution: DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
Doug Post
STR-1
FUGRO SOUTH, INC. ~x . . -' r
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
NON - COMPLIANCE REPORT
CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: June 8, 2000
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 15 PAGE 2
Number Description Location Deviate Corrective Action Taken
From
I Item deleted. In Compliance
2 Item deleted. In Compliance
3 Relocated beam due to Higher roof grid Drawings Welded beam connection angles at
brick wall. Bolts not EA & ED @ E1 3 places to beam web (Need RFI)
1/14/00 installed in connection
beam to beam web
4 1 1/4 pipe supports under Foundation, 2nd Drawings
grand stairway not level
2/1/00 installed
5 Mislocation of bolt holes. Elevation
Required number of bolts
2/1/00 not installed. Beam to
beam connection 2 bolts
not installed
6 Grind welds on T.S. to Elevation 106-11
T.S. splice on stringer
2/1/00
NOTE: Architect and Engineer should advise on acceptability of all noted deviations
Inspected By: Doug Post, AWS/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
STR-1