SC-Coppell HS-LR000104 2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7326
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: January 4, 2000
PROJECT: Coppell High School, Coppell, Texas Project No.: 0791-2208
SAMPLE DATE: December 3, 1999
CONTRACTOR: -- o Cortez Group
TICKET NO.: 7080704 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 69 PLANT/TRUCK: 7 / 944
CONCRETE TEMP. (°F) (ASTM C-1064): 28 MIX ID NUMBER: 16
TIME BATCHED: 1:42 AIR (%) (ASTM C-231): -0-
TIME SAMPLED: 3:00 WATER ADDED (gal): -0-
WEATHER CONDITION: Clear SLUMP (in.) (ASTM C-143): 4.5
LOCATION OF PLACEMENT: Pier No. 97
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 404 7 12-10-99 96000 3400 3000/28 days
CHC 405 28 12-31-99 117150 4140
CHC 406 28 12-31-99 116200 4110
CHC 407 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testmg ASTM C-143, Typesof ]~1F'~ ~7~ n
Curing: Methods: ASTM C-39 Fracture: A1(..51 V~J Y__.l I_JB CD
REMARKS:
Technician: Thomas Cranford FUGRO SOUTH INC.
Reviewed By: ~ tf
SMH/bg
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
-'-I~
FUGRO SOUTH, INC. ~
2880 Virgo Lane; Dallas. Texas 75229
PI~ (972) 484-8301; Fax (972) 620-7328
STRUCTURAL STEEL INSPECTION REPORT
CLIENT: Coppell lSD c/o DaI-Mac Construction Co. DATE: January 4, 2000
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 11 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 ReDort~ for Specific Items Insi)eCted or Tested and TvDe of Inspection or Testing performed
Location of Inspection: See attached Field reports for Specific Areas Inspected or Tested.
Results of Inspection: Project Complete Project Incomplete
Fabrication Is:
Erection Is: I 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/Certifled Welding Inspector. ASNT/Certified Level 2 (UT, MT)
Distribution: DaI-Mac Construction - Dannon 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 c/o DaI-Mac Construction Co. DATE: January 4, 2000
PROJECT: Coppell High School, High School Expansion PROJECT NO: 0791-2208
REPORT NO: 11 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
1 1/18/99 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/Certified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
STR-1
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7:328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
CLIENT: ~,'='p~' ![ '[~'/'~ DATE:
PROJECT: ' ~[~,-~1 HiGl~ -'5¢.1.5,-..-t ,/-/.$, PROJECT NO: ~7'~'/-A,,?-C)~.
REPORT NO: PAGE ..~ OF
Type of Inspection Location In Non
Compliance Compliance
C~ec.X Bolt Tightening Procedure
Check Connection for Required Size of Boils
Chec~ Connection for Required No. of Bolts
Check Bolt Tightness wi~ Torque Wrench
Visual Inspection of Tension Control Bolts
Check Bolted Connec~on / Turn of Nut
Check Gap on Loaded Indicator Washers
Check Size, Leng~. and No. of Shear Studs
Check Gauge of Composite Deck
Check Gauge of Roof Deck
Chec~ Size Lap Connec~on on Composite Deck '
Check Size Lap on Roof Oeck ;
Check installation of Bridging on JOists I Gimers
Check Installation of F~xpansion Anchors
Check Grout ....[
Re;c~ na~d written at ~.ime of inspection by Field Inspector ~' in bOX = In compliance
Re.'cc~ ;~.',; 3e su=m~tted as is and nat typed X in box = Non compliance } See Non com01iance re,cc~
Inspected By: Doug Post, AWS0'Ce~fied We~Ci.-.g Inspec:cr. ASNT,.'Ce~ified Level 2 (UT. MT)
FUGRO :SOUTH, INC. =- ,%==1
2880 Virgo Lane; Oa~as. T~ 75~9
Ph (972) ~301; Fax (972) 62~7328
FIELD ERECTION - MEMBERS INSPECTED or TESTED
REPORT NO: 'v PAGE ~ OF
of Inspection ~ Lo.ton In Non
Type
Compliance Compliance
C~x An~or Bolt Grou~
Check Nu~ on An~o~ Boi~ / ~ght
C~e~ Etlon Procedures
Check for Damaged Members
C~eck Welders Qualifi~n Re~s
Check Fit-Up of Welded Connec~ons
Visual Quali~ of Welds on S~mc~ml Steel
visual
Quali~
o?
Welds
G~rdem
Vis~a~ Qualir~ of Welds on MisC Steel
v~sum Quali~ of Welds on Pre Cast ~ne~on
Visual Quali~ of Wel~s on Com~si~ ~'
C~eck Size of WetCs on S~c~ml Steel
C~ecx Size of Wel~s on Jois~ / Gleam
Check Size of Welds ~ Misc Steel
C~eck Size of Wel~s on Pre Cast Connecaon
Check Size of 'Neids on Shear S~ds
Ultrasonic Tes:mg of Welds
Mag Pa~cte Tes~ng of Welts
~e~c~ ~and ..vdtten at ~me of ins~ec~on ~y Field Insgec:cr ~ in ~ox = In compliance
R~=c~ ~,[I 3e s~bmitteC as .s and not ~ped X in ~ox =Ncn compliance } See Ncn compliance 'acco
Ins;ec~ed By. Doug Post, AWS,'Ce~fle¢ We!~ing ;ns~ec=or. ASNT,'Ce~ifled