SC-Coppell HS-LR000516FUGRO 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 16, 2000
Project No.: 0791-2208
SAMPLE DATE: May 8, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086606
AMBIENT TEMP. (°F): 89
CONCRETE TEMP. (°F) (ASTM C-1064): 90
TIME BATCHED: 1:16
TIME SAMPLED: 2:15
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (AS'tM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Raker beams, sampled at A-22
Lattimore
7/757
42
0
5 3/4
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 1018 3 05/11/00 68700 2430 4000/28 days ,,
CHC 1019 7 05/15/00 80200 3840
CHC 1020 28 06/05/00
CHC 1021 28 06/05/00
CHC 1022 Hold
CHC 1023 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:
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 Vlrgo 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 16, 2000
Project No.: 0791-2208
SAMPLE DATE: May 8, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086595
AMBIENT TEMP. (°F): 87
CONCRETE TEMP. (°F) (ASTM 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-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM 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
NUMBER (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 06/05/00
CHC 1015 28 06/05/00
CHC 1016 Hold
CHC 1017 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:
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) 484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF MORTAR CUBES
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Stadium Expansion
Coppell, Texas
Report Date: May 16, 2000
Project No.: 0791-2208
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
2:5O
SAMPLE AGE DATE AREA APPLIED COMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days). (sq. in.) (lbs.) (psi) (Psi/da)ts)
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 06/05/00 4.0
CHC 83 28 06/05100 4.0
CHC 84 28 06/05/00 4.0
Remarks:
Mike Flute
Technician
FUGRO SOUTH INC.
SMH/rm
Distribution:
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
Reviewed By: ~ ]