SC-Coppell HS-LR 991117FUGRO SOUTH, INC. ~
2880 Virgo Lane: Dallas. Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: November 17, 1999
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
SAMPLE DATE: October 15, 1999
CONTRACTOR: Cortez Group
TICKET NO.: 7078651 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 84 PLANT/TRUCK: 7/959
CONCRETE TEMP. (°F) (ASTM C-1064): 85 MIX ID NUMBER: 16
TIME BATCHED: 12:56 AIR (%) (ASTM C-231):
TIME SAMPLED: 1:40 WATER ADDED (gal): 5
WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 5
LOCATION OF PLACEMENT: Grade beam, Line GM at Fl, Area F
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 265 7 10/22/99 84000 2970 3000/28 days
CHC 266 28 11/12/99 97000 3430
CHC 267 28 11/12/99 95000 3360
CHC 268 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~ ~] ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Greg Forsythe FUGRO SOUTH INC.
Reviewed By:
SMH/rm
Distribution: DaI-Mac Construction - Damo/n Norman
City of Coppell- Larry Davis/
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO 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 Dal - Mac DATE: November 17, 1999
PROJECT: Coppell High School PROJECT NO: 0791-2208
REPORT NO: 3 PAGE 1
Owner: Coppell lSD
Architect: SHW Group
Engineer: SHW Group
Contractor: Dal - Mac
Fabricator: Alpha Industries
Location of Project: Coppell, Texas
Inspection Performed At: Job Site X Fabrication Shop
DE$CRIIVT1ON OF INSPECTION: Structural Steel Inspection } Visual Inspection of Welds on (Str I Steel - Mebal 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 Re~orts for S~eclflc Items Inspected or Tested and Type of Insoection or Testin. ~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: Area A / X
In Compliance Area A
Non Compliance
Note: Workmansllip 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 verify compliance to Project specifications. Contract Documents, Drawings. and Governing
Codes} AWS. AISC. ASTM. SJL, ASNT, ANSI
Inspected By: Doug Post, AWSlCertified Welding Inspector, ASNTICertified 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: Coppeil lSD c/o Dal- Mac DATE: November 17, 1999
PROJECT: Coppell High School PROJECT NO: 0791-2208
REPORT NO: 3 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
NOTE: Architect and Engineer should advise on acceptability of all noted deviations
Inspected By: Doug Post, AWS/Certified Welding Inspector. ASNT/Certifled 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
REPORT NO: ~ ~' PAOE
Type of Inspection Location In Non
Compliance Compliance
Check size and Projection of Anchor Bolt
Check Anchor Bolt Group
Check NutS on Anchor Bolts / Tight
Check Erection Procedures
Check fOr Damaged Members
Check Welders Qualification Records I
Check Fit-Up of Welded Connections
Visual Quality of Welds on Structural Steel
Visual Quality of Welds on Joists ! Girders
Visual Quality of Welds on Misc Steel
Visual Quality of Welds on Pre Cast Connection '.
Visual Quality of Welds on Composite Deck
Visual Quality of Welds on Roof Deck .
Visual Quality of Welds on Shear Studs
Check Size of Welds on St~'uctural Steel
Check Size of Welds on Joists I Girders
Check Size of Welds on Misc Steel ~ ...
Check Size of Welds on Pre Cast Connection
Check Size of Welds on Composite / Roof Deck
Check Size of Welds on Shear Studs
Mag Pac, icle Testing of Welds
Report, hand written at time of ;nspection by Field Inspector ~/' in box = In compliance
Re,crt wdl ~e submitted as ~s and not typed X in box = Non compliance } See Non compliance repo~
Ir, spected By: Doug Post, AWS/Ce~ified Welding Inspector. ASNT.:Certified Level 2 (UT. MT)
STR-2
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Date~ ..cc
2881) Virgo Lanc: Dallas. Texas 75229 Page ~- [./ t .l
Ph (972) 484-8301 Fax (972) 620-7328
ULTRASONIC .TEST REPORT
Date of Testing J [ ~.1, / {
X= Weld
X ] X Welding Process--
~ ~ Qu~i~ Requi~ment~S~fion- AWS DI.I (6.1 & 6.2)
R~mat~we Tht ['ndenign~e~i~ that ~e ~low smtemen~ in this
: -- ~th ~e mquimm~n~ otsKtion 6)n~ C Ot~h'~AWS DI.I ( 98 ) Stm~unl
~ We~in~ C~L T~n~ucer - 2~5 MEG~
~ ~ ~t ~SPE~ED BY Doug Post CWl / ~NT ~vel 2
LD. ~ er ~d We~ ~ MaL T~D ~DI~ ~Y. A~. ~DlC I~ · ~T. Dg~ FROM FROM DISCJ
~NGLE A B C D PATh) ~ R~LT3
F- 70
F- 70
W~.
F- 70
F- 70
F=- 70
I,'- 71)