SC-Coppell HS-LR000331FUGRO 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, Multi Purpose Building
Coppell, Texas
Report Date: March 31,2000
Project No.: 0791-2208
SAMPLE DATE: March 1, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7084052
AMBIENT TEMP. (°F): 57
CONCRETE TEMP. (°F) (ASTM C-t064): 81
TIME BATCHED: 9:20
TIME SAMPLED: 10:15
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimom
PLANT/TRUCK: 7-757
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 4.7
WATER ADDED (gal):
SLUMP (in.) (ASTM C.143): 4
Slab 5 feet East - 4 feet South Area B - 3
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 668 7 3-8-00 81000 2870 3000/28 days
CHC 669 28 3-29-00 111000 3930
CHC 670 28 3-29-00 109000 3860
CHC 671 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:
Thomas Cranford
FUGRO SOUTH INC.
Reviewed By:~
DaI-Mac Construction - Damon Norman
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, Multi Purpose Building
Coppell, Texas
Report Date: March 31, 2000
Project No.: 0791-2208
SAMPLE DATE: March 1, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7084058
AMBIENT TEMP. (°F): 60
CONCRETE TEMP. (°F) (ASTM C.1064): 80
TIME BATCHED: 9:40
TIME SAMPLED: 10:25
WEATHER CON DITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7-706
MIX ID NUMBER: 16
AIR (%) (ASTM C-23t): 4.6
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C.143): 5
Slab - Area B3 10 feet South 15 feet East
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 672 7 3-8-00 83000 2940 3000/28 days
CHC 673 28 3-29-00 107000 3790
CHC 674 28 3-29-00 110000 3860
CHC 675 Hold
Fracture mode is (A) unless othem~ise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~;;~ r'~ r-~ [-"]
Curing: Methods: ASTM C-39 Fracture: Av~J V%i 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 - 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, Multi Purpose Building
Coppell, Texas
Report Date: March 31, 2000
Project No.: 0791-2208
SAMPLE DATE: March 1, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7084063
AMBIENT TEMP. (°F): 60
CONCRETE TEMP. (°F) (ASWa C.10S4): 80
TIME BATCHED: 10:08
TIME SAMPLED: 10:35
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANTrrRUCK: 7-958
MIX ID NUMBER: 16
AIR (%) (ASWa C-231): 4.7
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4 -3/4
Slab Area B-2 15 feet South 25 feet East
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 676 7 3-8-00 84000 2970 3000/28 days , ,
CHC 677 28 3-29-00 109000 3860
CHC 678 28 3-29-00 106000 3750
CHC 679 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM 0-143. Typesof ~] [~] ~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
FUGRO SOUTH, INC.
i
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, Multi Purpose Building
Coppell, Texas
Report Date: March 31, 2000
Project No.: 0791-2208
SAMPLE DATE: March 1, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7084067
AMBIENT TEMP. (°F): 61
CONCRETE TEMP. (°F) (ASWa C.t064): 80
TIME BATCHED: 10:41
TIME SAMPLED: 11:15
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7-757
MIX ID NUMBER: 16
AIR (%) (ASTM C-23t): 4.7
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-t43): 4 -1/2
Slab Area B-2 5 feet South 30 feet East
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYMNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 680 7 3-8-00 88000 3110 3000/28 days
CHC 681 28 3-29-00 117000 4140
CHC 682 28 3-29-00 115000 4070
CHC 683 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typasof B [~ ~~
Curing: Me.ods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: .c,"'"'T~'~'~...~
DaI-Mac Construction - Damon Norman
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) 820-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: March 31, 2000
Project No.: 0791-2208
SAMPLE DATE: March 1, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 708470
AMBIENT TEMP. (°F): 63
CONCRETE TEMP. (°F) (ASTM C-10S4): 81
TIME BATCHED: 11:07
TIME SAMPLED: 11:45
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7-959
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 4.5
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C.143): 5
Slab Area B-2 3 feet South 40 feet East
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 684 7 3-8-00 101000 3570 3000/28 da~/s .i
CHC 685 28 3-29-00 131000 4630
CHC 686 28 3-29-00 133000 4710
CHC 687 Hold
Fracture mode is (A) unless otherwise noted '
Specifications: Making & ASTM 0-31 Testing ASTM C-143, Typesof [~ ~] ~ ~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/mm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
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: F~x (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: March 31, 2000
Project No.: 0791-2208
SAMPLE DATE: March 1, 2000
CONTRACTOR:
TICKET NO.: 3100257
AMBIENT TEMP. (°F): 67
CONCRETE TEMP. (°F) (ASTM C-1064): 82
TIME BATCHED: 1:20
TIME SAMPLED: 1:50
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT: Slab Area B-1
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3-1064
MIX ID NUMBER: 16
AIR (%) (ASTM C-23t): 4.6
WATER ADDED (gal): 10
SLUMP (in.) (AS?M C.~43): 5
6 feet South - 15 feet East
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER, (da~) TES,TED (pounds) (ps!) (psi)
CHC 696 7 3-8-00 84000 2970 3000/28 da~,s
CHC 697 28 3-29-00 109000 3860
CHC 698 28 3-29-00 107000 3790
CHC 699 Hold
Fracture mode is (A) unless othepwise noted
SpeciflcaU°ns: Making & ASTM C~31 Testing ASTM C'143, Types°f ~] [~] [~1 [~]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Wiiliford
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, Multi Purpose Building
Coppell, Texas
Report Date: March 31, 2000
Project No.: 0791-2208
SAMPLE DATE: March 1, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 3100253
AMBIENT TEMP. (°F): 66
CONCRETE TEMP. (°F) (ASTM C.10S4): 82
TIME BATCHED: 1:07
TIME SAMPLED: 2:00
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3-1059
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 4.6
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 5
Slab Area B-1 9 feet East 10 feet South
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (da~/s) TESTED (pounds) (psi) (poi)
CHC 692 7 3-8-00 82000 2900 3000/28 days
CHC 693 28 3-29-00 103000 3640
CHC 694 28 3-29-00 101000 3570
CHC 695 Hold
Fracture mode is (A) unless otherwise noted
Speciflcaflons: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] ~ [~1 r-]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~,/ ~ ~
DaI-Mac Construction - Damon Norman
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 (g72) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: March 31, 2000
PROJECT: Coppell High School, Multi Purpose Building Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: March 1, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) {ASTM C.lOS4):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDmON:
LOCATION OF PLACEMENT:
Cortez Group
31 O0244
65
87
12:20
12:55
Warm
Slab Area B 1
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 3-956
MIX ID NUMBER: 16
AIR (%) (ASTM C-231): 4.8
WATER ADDED (gal): 10
SLUMP (in.) (ASWa C-143): 4 1/2
6 feet East 7 feet South
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square Inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH 81'RENGTH
, NUMBER {days) TESTED (pounds) (psi) , (psi)
CHC 688 7 3-8-O0 98000 3470 3000/28 days
CHC 689 28 3-29-00 135000 4780
CHC 690 28 3-29-00 132000 4670
CHC 691 Hold
Fracture mode is (A) unless ~ noted
Curing: Methocls: ASTM C-39 Fracture: A[AJ [/~J ~JuB c D
REMARKS:
Technician: Thomas Cranford
FUGRO SOUTH INC.
SMH/rm
Distribution:
Reviewed By: ~.
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford