SC-Coppell HS-LR000807FUGRO 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: August 7, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: July 5, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-t064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
089185
85
86
7:10
8:10
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C.231):
WATER ADDED (gal):
Lattimore Materials
7 / 755
38
15
Sunny SLUMP (in.) (ASTM C-143); 5.0
5 feet offfire lane north, 118 feet off tennis court south and 300 feet off
of curb line further west
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 squ~re inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 1314 7 07-12-00 77900 2760 3000/28 days
CHC 1315 28 08-02-00 108700 3850
CHC 1316 28 08-02-00 106900 3780
CHC 1317 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:
Sammy Roberts
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.
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: August 7, 2000
PROJECT: Coppell High School, Tennis CourtJParking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: July 5, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
107148
87
87
9:32
10:00
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
Lattimore Materials
3 / 975
38
Sunny SLUMP (in.) (ASTM C-143): 4.0
100 feet off of northeast corner of stadium, 6 foot fence, 5 feet off of
firelane, 13th parking lot entrance
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 1318 7 07-12-00 69800 2470 3000/28 days
CHC 1319 28 08-02-00 101300 3580
CHC 1320 28 08-02-00 104100 3680
CHC 1321 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Types of ~ [~ [~ [~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMHlrm
Distribution:
Sammy Roberts
FUGRO SOUTH INC~
Reviewed By: ~----/c-
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, cio Dal - Mac Construction Co. Report Date: August 7, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: July 5, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
107168
89
88
12:52
1:30
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
Lattimore Materials
3 / 1050
38
10
Sunny SLUMP (in.) (ASTM C-143): 5.0
5 feet off firelane, #2 driveway to the north, 2 feet off curb line
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 1322 7 07-12-00 61500 2180 3000/28 days
CHC 1323 28 08-02-00 100400 3550
CHC 1324 28 08-02-00 98300 3480
CHC 1325 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~ [~ [~;1 ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Sammy Roberts
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