SC-Coppell HS-LR000428FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 4848301; Fax {972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: April 28, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 079'1-2208
Coppell, Texas
SAMPLE DATE: March 30, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDiTiON:
LOCATION OF PLACEMENT:
Cortez Group Inc.
7085051
52
78
9:52
11:05
Overcast
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7 / 1040
MIX ID NUMBER: 16
AIR (%) (ASTM C-231):
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 4-1/4
Slab (foundation) Grid A.2
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUM_RER (days) TESTED (pounds) (psi) (pal)
CHC 784 7 4-6-00 96000 3400 3000/28 days,
CHC 785 28 4-27-00 119000 4210
CHC 786 28 4-27-00 117000 4140
CHC 787 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r-.~ [-'~ [--~
Cudng: Methods: ASTM C-39 Fracture: AIC51 VXJ VI I lB, C D
REMARKS:
Technician:
SMH/mm
Distribution:
Thomas Cranford
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
FUGRO SOUTH, INC.
CLIENT:
PROJECT:
2880 virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
OBSERVATION OF CONCRETE PLACEMENT
Coppeli lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: April 28, 2000
Project No.: 0791-2208
DATE PERFORMED: April 26, 200
General Contractor: Dal Can
Method of Test:
Applicable ACl Recommendations and ASTM Standards
Results I Remarks:
Concrete placement observation was performed at the Rebar Beams at Section 1, Lines 1, 2, 3, 4, 5 by Lines
following location: A-(-) 5 to D
Time placement began:
Time placement ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range (°F):
Strength required (psi/days):
Number of cylinders made:
Superplasticizer used:
12:00
5:00
120
4.5 to 5.0
5+1
Lattimore
9O - 93°F
4000/28
18
No
Mike Flute
Fugro South Technician
FUGRO SOUTH, INC.
SMH/bg
Distribution:
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
FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: April 28, 2000
Project No.: 0791-2208
SAMPLE DATE: April 19, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 3103055
AMBIENT TEMP. (°F): -
CONCRETE TEMP. (°F) (ASTM C.1064): 85
TIME BATCHED: 8:11
TIME SAMPLED: 9:10
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3 / 762
MIX ID NUMBER: 38
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C.143): 5.5
Sidewalk - Sampled at: Vomitory at A-18
' 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 968 7 4-26-00 72000 2550 3000/28 days
CHC 969 28 5-17-00
CHC 970 28 5-17-00
CHC 971 Hold
Fracture mode is (A) unless otherwise noted
Making & ASTM C-31 Testing ASTM C-143, Typesof r~ r-~ r'--~ r--~
Specifications:
Cudng: Methods: ASTM C-39 Fracture: A14.31(..5114_11.--IB C D
REMARKS:
Technician: Mike Flute
SMH/bg
Distribution:
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Damor~ 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