SC-Coppell HS-LR 991215 --I; ,~....,~
FUGRO SOUTH, INC. i
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: December 15, 1999
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 9 PAGE 1
Owner: Coppetl 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 SDeciflc Items Insoected or Tested and T¥oe of Inspection or Teetina ~erformed
Location of Inspection: See attached Figld 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 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
JRJ Paving - Jeff Williford
Doug Post
STR-I
I
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Datlas, Texas 7'5229
Ph (9'72) 4~,-8301; Fax (9?2) 620-7328
NON - COMPLIANCE REPORT
CLIENT: Coppell lSD c/o Dal-Mac Construction Co. DATE: December 15, 1 ggg
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 9 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
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/Certified Welding Inspector, ASNT.-"Cert~fied Level 2 (UT. MT)
STR-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:PROJECT: C:~/~l/ _~:<_L.1<,o* PROJECT NO:
REPORT NO: PAGE ~ OF
Type of Inspection Location I In Non
Compliance Compliance
Checx s~ze an~t P~olecaon of ~ ~lt
C~ ~or Bolt
Che~ Etlon ProCures
Che~ for Oamag~ MemBem
Check Weldem Qualifl~fion Re~s
Che~ Rt-Up of Weld~ ~n~s
Visual Quali~t of Welds o~ Misc S~I
Vis~al Qua[i~ of We~s on Shear S~s ~
~hec~ Si~ cf WelOS ~ S~I St~
Che~ Size of wet~s on Jmsm / Gi~em
Che~ Size of Wel~s ~ Mlsc S~
Check Size of Welds on Pre Cast ~nn~on
Check Size of We!ds on Composite / ~ ~ ~
C~ecx Size cf We~Cs on Shear S~ds
I
;l~rascnic Testing of Weids ~
~tag Panicle -es~ng of Welts ,~ ~ --~I ~
~e~c~ ~anc .,/r;tte~ at ~e of ins;ecbon by Fie;d Ins~ec=cr ~ in box = I~ ccm;~ia~ca
Recc~ ~11 3e sucm;t~eC as is and not ~;ed X ,n ~ox = NGn com~;~a~ce :, See Non =om;ha~ce
S-~..2
Jt -:-'""
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
!~h (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: December 15, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
SAMPLE DATE: December 7, 1999 J
CONTRACTOR: Cortez Group
TICKET NO.: 7080782 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 58 PLANT/TRUCK: 7 / 1045
CONCRETE TEMP. (°F) (ASTM C-1064): 71 MIX ID NUMBER: 16
TIME BATCHED: 3:30 p.m. AIR (%) {ASTM C-231):
TIME SAMPLED: 4:20 p.m. WATER ADDED (gal):
WEATHER CONDITION: Cool SLUMP (in.) (ASTM C-t43): 4-1/4
LOCATION OF PLACEMENT: Pier Nos. 159, 148
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 412 7 12-14-99 96000 3400 3000/28 days
CHC 413 28 1-4-00
CHC 414 28 1-4-00
CHC 415 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ 0 ~-'~ r.--]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford FUGRO SOUTH INC.
Reviewed By: ~. ~.g~l' ~
SMH/bg
Distribution: Dal-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford