SC-Coppell HS-LR000703FUGRO SOUTH, INC.
2880 Vlrgo 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 3, 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-1064): 80 MIX ID NUMBER: 38
TIME BATCHED: 10:28 am AIR (%) (AST¥ 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
CHC 1264 28 07/20/00
CHC 1265 Hold
Fracture mode is (A) unless othen~vise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;;1 ~['] ~--~ ~--]
Curing: Methods: ASTM C-39 Fracture: AVXJ VXJ V~ LiB 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 Davisj
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 3, 2000
PROJECT: Coppell High School, High School Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: June 22, 2000 I
CONTRACTOR: Dal Mac
TICKET NO.: 3106955 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 76 PLANT/TRUCK: 3/975
CONCRETE TEMP. (°F) (ASTM C.t064): 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 EE/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
CHC 1260 28 07/20/00
CHC 1261 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: 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
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 3, 2000
PROJECT: Coppell High School, High School Expansion Project No.: 0791-2208
Coppell, Texas
I SAMPLE DATE: June 2, 2000 I
CONTRACTOR: Cortez Group
TICKET NO.: 7087868 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 76 PLANT/TRUCK: 7/1039
CONCRETE TEMP. (°F) (ASTM C-1064): 84 MIX ID NUMBER: 38
TIME BATCHED: 6:06 AIR (%) (ASTM C-23'1):
TIME SAMPLED: 7:00 WATER ADDED (gal): 0
WEATHER CONDITION: Warm SLUMP (in.) (ASTM C.143): 4
LOCATION OF PLACEMENT: Sidewalk west side building at Lecture Building, 3 feet west, 25 feet
south
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 1226 7 06/09/00 73000 2580 3000/28 days
CHC 1227 28 06/30/00 103800 3670
CHC 1228 28 06/30/00 102600 3630
CHC 1229 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM 0-31 Testing ASTM C-143. Typesof [~ [~ [~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford FUGRO SOUTH INC.
Reviewed By:~,,-~r- ~
SMH/kw
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