SC-Coppell HS-LR000201FUGRO 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: February 1, 2000
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 14 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 INSPEC11ON: 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 Reoort~ for Sgeciflc Items Inel;~ected or Tested and Tyee of Inal~ection or Testino I~erforme~l
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
Non Compliance X
Note: Workmanship t~pe deviations noted during Inspection, whictt are being corrected at time of Inspection. are not being listed on Report.
NOTE: Inspection was performed to verify compliance to Project specificeltons. Contract Documents, Drawings. and Governing
Codes} AWS. AISC. ASTM. SJL. ASNT. ANSI
Inspected By: Doug Post, AWSICerlJfled Welding Inspector, ASNT/Certified Level 2 (UT. MT)
Distribution: DaI-Mac Construction - Damo~0,Horman
City of Coppell - Larry Davis ~
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
Doug Post
STR-1
sou .,
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484.8301; Fax (972) 620-7528
NON - COMPLIANCE REPORT
CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: February 1, 2000
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 14 PAGE 2
Number Description Location Deviate Corrective Action Taken
From
1 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, AWSICertified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
STR-1
FUGRO SOUTH, INC.
,!~0 ~ ,.jne: Oaltaa. Texa~ ?S229
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: . DATE:
~~ ~ ~ ~ . PROJECT NO:
PROJE~: ~
.EPORT.O: __t~~ ~~ ~t~.'~.__ PAGE
N~
Ty. ~ In.~on I Lo.. I In I Compl,~c.
~ f~ ~ Me~e~
.... ~~ -- ~ ~
Villi Q~ of W~S on P~ ~
~ S~ ~ W~ ~ S~
Cne~ Si~ Qf w~ ~ ~ I ~f ~
~e~ Size of wel~ ~ Shear
Ul~s~lc Testing of W~ds
Mag Pa~e ~e~ng of we~es
Repo~ ~and ~tten at ~me of ~n Oy F;eld I~pector ~ ~ ~x · In ~pllan~
Insoected By: Ooug Post, AW~Ce~fle{ wel~l~ Ins~r, ASNT/Ce~8~ Level 2 (UT,
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