SC-Coppell HS-LR000505FUGRO SOUTH, INC.
Ph (972) 484..8301; Fax (972) 620-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF MORTAR CUBES
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: May 5, 2000
Coppell High School, Stadium Expansion Project No.: 0791-2208
Coppell, Texas
SAMPLE DATE: April 27, 2000
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results / Remarks:
Dal Mac / Skinner
ASTM C-109
GK-G1, Area F
Type N
Time Sampled:
SAMPLE AGE DATE AREA APPLIED CO,~&PRESSIVE R'EQUIRI=D"
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) , (lbs.) (psi) (p$ilday~)
CHC 61 7 05/04/00 4.0 2010 502 750/28
CHC 62 7 05/04/00 4.0 2040 510
CHC 63 7 05/04/00 4.0 2025 510
CHC 64 28 05/25/00 4.0
CHC 65 28 05/25/00 4.0
CHC 66 28 05/25/00 4.0
Remarks:
Mike Flute
Technician
Ambient Temperature 67°
Mortar Temperature 67°
FUGRO SOUTH INC.
Reviewed By: ~
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
FUGRO SOUTH, INC.
2880 ~rgo Lane; Dallas, Texas 7~
Ph (9;'2) 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 5, 2000
Project No.: 0791-2208
SAMPLE DATE: April 28, 2000
CONTRACTOR: Cortez Group
TICKET NO.: 7086332
AMBIENT TEMP. (°F): 72
CONCRETE TEMP. (°F) (ASTM C.1064): 81
TIME BATCHED: 11:09
TIME SAMPLED: 12:30
WEATHER CONDITION: Warm
LOCATION OF PLACEMENT: Columns
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C.231) .'
WATER ADDED (gal):
SLUMP (in.) (ASTM C.~43):
Lattimore
7/958
4.4
15
4.50
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYUNDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER Idays) TESTED (pounds) (psi) (psi)
CHC 998 7 05/05/00 90000 3180 4000/28 days
CHC 999 28 05/26/00
CHC 1000 28 05/26/00
CHC 1001 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:
SMH/rm
Distribution:
Thomas Cranford
FUGRO ,~OUTH INC.
Reviewed By: "~. ~'7...~.~.,~,~._ ~
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone j
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford