SC-Coppell HS-LR000621FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, cio Dal - Mac Construction Co. Report Date: June 21, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas -
SAMPLE DATE: May 25, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 82
CONCRETE TEMP. (°F) (ASTM C-1064): 84
TIME BATCHED: 7:01 am
TIME SAMPLED: 8:15 am
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
The Cortez GrOup
CONCRETE SUPPLIER: LMC
PLANT/TRUCK: 7/1039
MIX ID NUMBER: 42
AIR (%) (ASTM C.23t):
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 5.50
Slab for Press Box location 18-D
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 1200 5 05/30/00 71300 2520 4000/28 days
CHC 1201 7 06/01/00 76500 2710
CHC 1202 28 06/22/00 97400 3450*
CHC 1203 28 06/22/00 101200 3580*
CHC 1204 56 07/20/00 107800 3810*
CHC 1205 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:
SMH/rm
Distribution:
* Does not meet required compressive strength at 28 or 56 days.
Yancey Bivings
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis~/'
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
mil
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
REPORT NO:
Owner:
Architect:
Enginebr:
Contractor:
Fabricator:
STRUCTURAL STEEL INSPECTION REPORT
Coppell lSD c/o DaI-Mac Construction Co.
Coppell High School, Stadium Expansion
16
DATE: June 21, 2000
PROJECT NO: 0791-2208
PAGE 1
Coppell lSD
SHW Group
SHW Group
DaI-Mac Construction Co.
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.
~ee attached Field Raoorts for Soeciflc Items Insoected or Te_~t_ad and Tvoe of Insoection or Teetinn 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
Non Compliance X
Note: Workmanship type deviations noted during Inspection, which are being corrected at time of Inspection, are not tieing 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, AWSICertified Welding Inspector, ASNT/Certified Level 2 (UT, MT)
Distribution: DaI-Mac Construction - Damo..0J~orman
City of Coppell - Larry Davis-'
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
Doug Post
STR-1