SC-Coppell HS-LR000504FUGRO 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, Stadium Expansion
Coppell, Texas
Report Date: May 4, 2000
Project No.: 0791-2208
SAMPLE DATE: April 26, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086229
AMBIENT TEMP. (°F): 88
CONCRETE TEMP. (°F) (ASTM C.1064): 90
TIME BATCHED: 12:45
TIME SAMPLED: 1:20
WEATHER CON DITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C.231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Raker Beams, Sampled @ B-1
Lattimore
7/976
42
10
4 3/4
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 980 6 05/02100 97000 3430 4000~28 days
CHC 981 7 05/03/00 100000 3540
CHC 982 28 05/24/00
CHC 983 28 05/24/00
CHC 984 Hold
CHC 985 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r-i-] [--~ [-'-1
Cudng: Methods: ASTM C-39 Fracture: AI/_..~ [/'XJ VI L..JB C D
REMARKS:
Technician:
SMH/rm
Distribution:
Mike Flute
FUGRO SOUTH INC.
Reviewed By: ~ !. , ,
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone f
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, Stadium Expansion
Coppell, Texas
Report Date: May 4, 2000
Project No.: 0791-2208
SAMPLE DATE: April 26, 2000 J
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7086235
89
91
1:24
2:35
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/947
MIX ID NUMBER: 42
AIR (%) (ASTI~ C-23t):
WATER ADDED (gal): 15
SLUMP (in.) (ASTIr. C-143): 4.50
Raker Beams, Sampled @ C-3
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (dayst TESTED (pounds) (psi) (psi)
CHC 986 6 05/02/00 85000 3010 4000/28 days
CHC 987 7 05/03/00 91000 3220
CHC 988 28 05/24/00
CHC 989 28 05/24/00
CHC 990 Hold
CHC 991 Hold
Fracture mode is (A) unless otherwise noted
Specificatio.s; Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ [~ r--]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Mike Flute
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) 4848301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT:
PROJECT:
Coppell lSD, c/o Dal- Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: May 4, 2000
Project No.: 0791-2208
SAMPLE DATE: April 6, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac / Cortez Group
7085369
78.2
74.3
11:23 am
12:20 pm
Clear/windy
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7-757
MIX ID NUMBER: 42
AIR (%) (ASTM C-231): 4
WATER ADDED (gal): 5
SLUMP (in.) (ASTM C-143): 5 3/4
Vomitory wall, 0.5-15.1 to 17.3 0.5 to Line B bottom half wall
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) (p.si) (psi)
CHC 843 7 04/13/00 89000 3150 4000/28 days
CHC 844 28 05/04/00 115000 4070
CHC 845 28 05/04t00 113000 4000
CHC 846 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ FT-] [-~ [r-'l
Curing: Methods: ASTM C-39 Fracture: AI/XJ [/~J [/J LJB c D
REMARKS:
Technician: Phillip Forrest
FUGRO SOUTH INC.
SMH/mv
Distribution:
Reviewed By:
DaloMac 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, Stadium Expansion
Coppell, Texas
Report Date: May 4, 2000
Project No.: 0791-2208
SAMPLE DATE: April 26, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C.1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7086247
89
93
3:20
4:15
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1039
MIX ID NUMBER: 42
AIR (%) (ASTM C-231):
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 5
Raker Beams, Sampled @ D-4.5
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYENDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CHC 992 6 05/02/00 90000 3180 4000/28 days
CHC 993 7 05/03/00 95000 3360
CHC 994 28 05/24/00
CHC 995 28 05/24/00
CHC 996 Hold
CHC 997 Hold
Fracture mode is (A) unless othenvise 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:
Mike Flute
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.
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972)484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 4, 2000
Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 4, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7085257
65
79
10:39
11:25
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/1040
MIX ID NUMBER: 42
AIR (%) (ASTM C-23t): 4.8
WATER ADDED (gal): 15
Warm SLUMP (in.) (ASTM C-t43): 4
Bleacher wail 11 feet 4 inches west of A Line from 5-15.5
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 808 7 04/11/00 92000 3250 4000/28 days
CHC 809 28 05/02/00 122000 4320
CHC 810 28 05/02/00 124000 4390
CHC 811 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ [~ [~1 r---]
curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/mv
Distribution:
Thomas Cranford
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.
CLIENT:
PROJECT:
2880 Virgo Lane: Dallas, Texa~ 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
Coppell lSD, cio Dal - Mac Construction Co. Report Date: May 4, 2000
Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 4, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7085272
AMBIENT TEMP. (°F): 71
CONCRETE TEMP. (°F) (ASTM C.1064): 80
TIME BATCHED: 2:28
TIME SAMPLED: 3:20
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/830
MIX ID NUMBER: 42
AIR (%) (ASTM C-231): 4.7
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C.t43): 4 3/4
Elevated beam, grid line C-4
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 812 3 04/07/00 71000 2510 4000~28 days.
CHC 813 6 04/10/00 88000 3110
CHC 814 7 04/11100 91000 3220
CHC 815 28 05/02/00 122000 4320
CHC 816 28 05/02/00 120000 4240
CHC 817 Hold Fracture ~-.~e is (A) unless o~er'wise no,ed
Specifications: Making & ASTM C-31 Testing ASTM C-143, Type'°' [~] [/~,] U U
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/mv
Distribution:
Thomas Cranford
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