SC-Coppell HS-LR000606FUGRO SOUTH, INC.
2880 Virgo Lane; Da!~=-s, T-~×--~-- i5~:~
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dai - Mac Construction Co. Report Date: June 6, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-22o8
Coppeli, Texas
SAMPLE DATE: May 8, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086606
AMBIENT TEMP. (°F): 89
CONCRETE TEMP. (°F) (ASTM C.t064): 90
TIME BATCHED: 1:16
TIME SAMPLED: 2:15
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7/757
MIX ID NUMBER: 42
AIR (%) (ASTM C.231):
WATER ADDED (gal): 0
SLUMP (in.) (ASTM C.J43): 5 3/4
Raker beams, sampled at A-22
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x t2", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (Psi) (ps!)
CHC 1018 3 05/11/00 68700 2430 4000/28 days
CHC 1019 7 05/15/00 80200 3840
CHC 1020 28 06105/00 115700 4090
CHC 1021 28 06/05/00 117200 4150
CHC 1022 Hold
CHC 1023 Hold
Fracture mode is (A) un~c.,~ othen~ise ~-.3~ed
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~] [~ [~ [""~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMHlrm
Distribution:
Mike Flute
FUGRO SOUTH INC.
Reviewed By: ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppetl - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Wiliiford
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, T~:,~ 75Z29
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o Dal - Mac Construction Co. Report Date: June 6, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 8, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086595
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (AS?M C.1064): 83
TIME BATCHED: 11:25
TIME SAMPLED: 12:10
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-23'1):
WATER ADDED (gal):
SLUMP (in.) (AS?M C.143):
Raker beam, sampled at B-17
Lattimore
7/757
42
5
5
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches ·
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMGER (days) TESTED (pounds) (psi) (psi)
CHC 1012 3 05/11/00 71000 2510 4000/28 days .....
CHC 1013 7 05/15/00 86000 3040
CHC 1014 28 06/05100 114400 4050
CHC 1015 28 06/05/00 116000 4100
CHC 1016 Hold
CHC 1017 Hold
Fracture mode is (A) unless o~et~viss noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Types°f ~ ~J [//] U
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, Texa~ 75Z29
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF MORTAR CUBES
CLIENT: Coppell lSD, c,/o Dal - Mac Construction Co. Report Date: June 6, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 8, 2000
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Can
ASTM C-109
Wall, Line EA to AF along Line A1.8
2:30 Time Sampled:
Type S
2:50
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sct. in.} (lbs.) (psi) (psi/days)
CHC 79 7 05/15/00 4.0 3250 810 1800/28
CHC 80 7 05/15/00 4.0 3320 830
CHC 81 7 05/15/00 4.0 3450 860
CHC 82 28 06105/00 4.0 4410 1100' . .
CHC 83 28 06/05/00 4.0 4590 1150*
CHC 84 28 06/05/00 4.0 5640 1410' ,,
Remarks:
Mike Flute
Technician
SMHIrm
Distribution:
Does not meet required compressive strength at 28 days.
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; D~;;~, T~ 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: June 6, 2000
PROJECT: Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: May 8, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086581
AMBIENT TEMP. (°F): 83
CONCRETE TEMP. (°F) (ASWa C.1064): 83
TIME BATCHED: 9:55
TIME SAMPLED: 11:10
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Lattimore
PLANT/TRUCK: 7
MIX ID NUMBER: 42
AIR (%) (ASWa C-23t):
WATER ADDED (gal): 10
SLUMP (in.) (ASTI~ C.t43): 4.50
Raker beam, sampled at C-8
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) (ps1) ...
CHC 1006 3 05/11/00 83800 2960 4000/28 days
CHC 1007 7 05/15/00 89800 3150
CHC 1008 28 06/05/00 115600 4090
CHC 1009 28 06/05/00 113200 4000
CHC 1010 Hold
CHC 1011 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:
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