SC-Coppell HS-LR000107FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas. Texas 75;229
Ph (972) 484-8301; Fax (972) 620-7328
STRUCTURAL STEEL INSPECTION REPORT
CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: January 7, 2000
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 12 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 Reports for S~3ecific Items Inspected or Tested and TYDe of Inspection or Testing oerformed
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 X
Non Compliance
Note: Workmanship type deviations noted during Inspection, which are being corrected at time of Inspection, are not being listed on Report.
NOTE: Inspection was performed to verify 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 - Dam/on Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
Doug Post
STR-1
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
NON - COMPLIANCE REPORT
CLIENT: Coppell lSD cio DaI-Mac Construction Co. DATE: January 7, 2000
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 12 PAGE 2
Number Description Location Deviate Corrective Action Taken
From
1 Mislocation of bolt holes Area A, 2nd level Drawings Beam connection, angles have
on beam to column been welded @ (3) places to
11/9/99 connection, bolts could AM @ A5, A6 column flange. (No RFI)
not be installed
2 Mislocation of anchor Area H G 10 @ Drawings Corrections have been made per
bolts on column base GH, attachment C RFI III, except bolt spacing was
11/18/99 plate on RFI III moved 1 1/2 wider due to rebar in
C.I.P floor. Depth of holes are in
compliance. New RFI has been
submitted by DaI-Mac showing a
change in bolt pattern width.
NOTE: Architect and Engineer should advise on acceptability of all noted deviations
Inspected By: Doug Post, AWS/Certifled Welding Inspector, ASNT/CertJfied Level 2 (UT, MT)
STP-1
FUGRO SOUTH, INC. '
2880 Virgo Lane; Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
FIELD ERECTION- MEMBERS INSPECTED or TESTED
CLIENT: '~-.=,,"'-;: .=',: ' :" '" ;- - -
· ..~,: ~ DATE: ~ "'-~"~'--:-.':~
PROJECT: - ..~ .~. ,~ F...': ti., .'.~,.'. ~:~. '-:~,,., ' PROJECT NO: o ?ql-
REPORT NO: 0 ~ /,2. PAGE,~ OF
Type of Inspection i location I In i Non
Compliance: Compliance
Check Bo~t Tightening Procedure !
I
Check Connection for Required No. of Bolts
Check Bolt Tightness with Torque Wrench
Visual Inspection of Tension Control Bolts
Beadng Bolted Connections / Snug Tight I
Check Bolted Connection / Turn of Nut
Check Gap on Loaded Indicator Washers
Check Size. Length, and No. of Shear Studs
Check Gauge of Composite Deck
Checx Gauge of Roof Deck
Check Size LaD Connec'Jon on Composite Deck
CheCk Size La~ on Roof Deck
Check Installation of Bridging on Joists / Girders
Check Installation of -~xpansion Anc.hors
I
Re.co~ hand w,dtten at ~me of inspec?ion by Fiei~ Inspector ~' in box = In ccmpliance
Reoo~. will ~e subm~t'.ed as is and net typed X in box =Ncn compliance } See Ncncc, moliance
Inspected By: Doug Post, AWS;Cer'Jfied Welding ~ns~,ec:c:. ASNT/Ce.m.'fieC Level 2 ,U,. MT)
S-~-3
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (g72) 484-8301: Fax (g72) 620-7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
REPORT NO: /' /22--. PAGE /-7~'' OF ~--/'
Type of Inspection Location In Non
Compliance Comloliance
Che~ size and Projeclion of Anchor Bolt
Check Anchor Bolt Group
~heck Nuts on Anc.ho~ Bolts I Tight
Check ErectJon Procedures
Check for Damaged Members
Check Welde;s Qualification Records
Check Fit-Up of Welde~ Connections
visual Quality of Welds on Joists / Gi~ers
Visual Oualit'/of Welds on Misc Steel
visual Quality of Welds on Pre Cast Connection
'liscal Quality of Welds on Composite Deck
'.'isa, a, ~ua~ity of Welds on Shear S~ds I
Chec. J< Size of Welds on Joists / Girders ,{ i
Check Size of Welds on Misc Steel J I
Check Size of Welds on Pre Cast Connection ,
C.~eck Size of ',/Velds on Composite / R6~f ~?.~. = ~" '
~.,.e.x Size of We[ds on Shear S[uds
Jltrasonic Tes~.mg of We!ds "
,Ma~ ;=article Testing of Welds '~/~'
=[=.=c.'. har~d ,vritten al :~rne of ~ns;)ec,~on ~)y Field Inspector ~' in box = ~n compliance
c~.=;c~ ,vfll :e s~O,m, itteC as .s and not ~Ded X ~n ~3cx = Non compliance } See Non com~,hance'.cc.= "'.
Ins.oected 5~y: Doug Post, AWS, Ce~ified Welc!ing !n$cector. ASNT:Ce~i.".eC Leve! 2 (UT.
ST;t-2