SC-Coppell HS-LR000721FUGRO 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: July 21,2000
PROJECT: Coppell High School, High School Expansion Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: June 22, 2000
CONTRACTOR: Dal Mac
TICKET NO.: 3106955 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 76 PLANT/TRUCK: 3/975
CONCRETE TEMP. (°F) (ASTM C-1064).' 82 MIX ID NUMBER: 38
TIME BATCHED: 8:01 am AIR (%) (ASTM C-231): 5.4
TIME SAMPLED: 8:30 am WATER ADDED (gal): 0
WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-143): 4
LOCATION OF PLACEMENT: Paving: Sidewalk area E, at approximately EL/E5
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 1258 7 06/29/00 86700 3070 3000/28 days
CHC 1259 28 07/20/00 110000 3890
CHC 1260 28 07/20/00 107700 3810
CHC 1261 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Types°f ~ [~ FI E~]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mark Strittmatter FUGRO SOUTH INC.
Reviewed By: --- ~I'
SMH/rm
Distribution: 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 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: July 21,2000
PROJECT: Coppell High School, High School Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: June 22, 2000
CONTRACTOR: Dal Mac Construction
TICKET NO.: 3106987 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 85 PLANT/TRUCK: 3/819
CONCRETE TEMP. (°F) (ASTM C-10S4): 80 MIX ID NUMBER: 38
TIME BATCHED: 10:28 am AIR (%) (ASTM C-231): 4.8
TIME SAMPLED: 11:05 am WATER ADDED (gal): 0
WEATHER CONDITION: Cloudy SLUMP (in.) (ASTM C-143): 4.50
LOCATION OF PLACEMENT: Paving: Sidewalk area E at approxinately EE/E3.2
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 1262 7 06/29/00 82400 2910 3000/28 days
CHC 1263 28 07/20/00 102000 3610
CHC 1264 28 07/20/00 99700 3510
CHC 1265 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;] ~ ~ r-']
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mark Strittmatter FUGRO SOUTH INC.
Reviewed By: -'~ ~'
SMH/rm
Distribution: 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