SC-Coppell HS-LR000609FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 4648301: Fax (972) 620-7326
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 9, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 7086792
AMBIENT TEMP. (°F): 82
CONCRETE TEMP. (°F) (ASTM C-1064): 80
TIME BATCHED: 8:44
TIME SAMPLED: 10:13
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1045
MIX ID NUMBER: 38
AIR (%) (AS?M C-231): 4.4
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143): 6
Paving: 70 feet south, 100 feet east of northeast corner of Tennis
Center
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 1058 7 05/18/00 83200 2940 3000/28 days
CHC 1059 28 06108/00 106500 3770
CHC 1060 28 06~08/00 108400 3830
CHC 1061 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143. Typesof ~] ~ ~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
James Ruiz
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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 9, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 7086789
AMBIENT TEMP. (°F): 82
CONCRETE TEMP. (°F) (ASTM C-'1064): 79
TIME BATCHED: 8:22
TIME SAMPLED: 9:40
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/755
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.7
WATER ADDED (gal): 15
SLUMP (in.) (ASTM C-143): 5.50
Paving: 60 feet south, 45 feet east of northeast corner of Tennis
Center
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 1054 7 05/18/00 79800 2820 3000/28 days
CHC 1055 28 06/08/00 108300 3830
CHC 1056 28 06/08/00 105200 3720
CHC 1057 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ rm'l [--~ I-~
Curing: Methods: ASTM C-39 Fracture: AV~ V~ ~_J LJB c D
REMARKS:
Technician:
SMH/rm
Distribution:
James Ruiz
FUGRO SOUTH INC.
Reviewed By: ~(/~ ~t.. %~
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:
PROJECT:
Coppell lSD, cio Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 9, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 7086780
AMBIENT TEMP. (°F): 79
CONCRETE TEMP. (°F) (ASTM C-t064): 77
TIME BATCHED: 6:48
TIME SAMPLED: 7:30
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1092
MIX ID NUMBER: 38
AIR (%) (ASTM C-231): 4.3
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-143) .' 4.50
Paving: 45 feet south, 30 feet east of northeast corner of Tennis
Center
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~'s) TESTED (pounds) (psi) (psi)
CHC 1046 7 05/18/00 74200 2620 3000/28 days
CHC 1047 28 06/08/00 101900 3600
CHC 1048 28 06108/00 104300 3690
CHC 1049 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ ~]
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
James Ruiz
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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 9, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 7086785
AMBIENT TEMP. (°F): 81
CONCRETE TEMP. (°F) (ASTM C-1064): 78
TIME BATCHED: 7:28
TIME SAMPLED: 8:15
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/938
MIX ID NUMBER: 38
AIR (%) (ASWa C-231): 4.2
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-t43): 6
Paving: 55 feet south, 60 feet east of northeast corner of Tennis
Center
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 1050 7 05/18~00 76500 2710 3000/28 days
CHC 1051 28 06/08100 105000 3710
CHC 1052 28 06/08/00 103600 3660
CHC 1053 Hold
Fracture mode is (A) unless otherwise noted
Specificati°ns: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ ~ D
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
James Ruiz
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:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 9, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.: 3104325
AMBIENT TEMP. (°F): 85
CONCRETE TEMP. (°F) (ASTM C.1064): 83
TIME BATCHED: 10:28
TIME SAMPLED: 11:15
WEATHER CONDITION: Cloudy
LOCATION OF PLACEMENT:
Cortez Construction
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3/964
MIX ID NUMBER: 38
AIR (%) (ASTM C.231): 4.4
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C-'143): 6.50
Paving: 20 feet north, 70 feet east of southeast corner of Tennis
Center
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 1066 7 05/18/00 68800 2430 3000/28 days
CHC 1067 28 06/08/00 93000 3290
CHC 1068 28 06/08/00 97100 3430
CHC 1069 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:
James Ruiz
FUGRO SOUTH INC.
Reviewed By: I~)
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:
PROJECT:
Coppell lSD, cio Dal - Mac Construction Co.
Coppell High School, Tennis Court/Parking Lot
Coppell, Texas
Report Date: June 9, 2000
Project No.: 0791-2208
SAMPLE DATE: May 11, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Construction
7086803
84
81
9:44
10:30
Cloudy
Paving:
Center
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
Lattimore
7/755
38
4.6
0
SLUMP (in.) (ASTM C-143): 5.50
10 feet north, 80 feet east of southeast corner of Tennis
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 1062 7 05/18/00 84300 2990 3000/28 days
CHC 1063 28 06/08/00 101300 3580
CHC 1064 28 06/08100 99900 3530
CHC 1065 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:
James Ruiz
FUGRO SOUTH INC.
Reviewed By: /~J ~ r" ~,~~,~
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