SC-Coppell HS-LR000428FUGRO SOUTH, INC.
i
CLIENT:
PROJECT:
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF GROUT REPORT
Coppell lSD, cio Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: April 28, 2000
Project No.: 0791-2208
SAMPLE DATE: April 19, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F): 82
GROUT TEMP. (°F): 78
TIME BATCHED: 11:05
TIME SAMPLED: 12:00
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
C & D Masonary
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-23'1)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
12 inch Block Wall, J1-J10 at Course 30
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6', 7.07 square inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
CHC 9 7 4-26-00 17320 2460 2400/28 days
CHC 10 28 5-17-00
CHC 11 28 5-17-00
CHC 12 Hold
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
Cudn~:
REMARKS:
Technician: Mike Flute
FUGRO SOUTH, INC.
SMH/bg
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis j
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike EImore
JRJ Paving - Jeff Williford
Reviewed By: ~
FUGRO SOUTH, INC.
2880 Vi~go Lane; Da!I=_-_. Texas
Ph (972) 484-8301; Fax (972) 820-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF MORTAR CUBES
Coppell lSD, c/o Dal - Mac Construction Co. Report Date: April 28, 2000
Coppell High School, Multi Purpose Building Project NO.: 0791-2208
Coppell, Texas
SAMPLE DATE: March 29, 2000
Contractor:
Method of Test:
Sample Location:
Time Batched:
Results I Remarks:
Skinner
ASTM C-109
16 Course, 2 ft. south on east wall Multi Purpose Building
Time Sampled:
Type S
SAMPLE AGE DATE AREA APPLIED coMPRESSIVE REQUIRED
NUMBER TESTED LOAD STRENGTH STRENGTH
(days) (sq. in.) (lbs.) (psi) (psi/days)
CHC 37 7 04/05/00 4.0 4500 1130 1800/28
CHC 38 7 04/05/00 4.0 4610 1150
CHC 39 7 04/05/00 4.0 4360 1090
CHC 40 28 04126/00 4.0 5210 1300*
CHC 41 28 04/26/00 4.0 5330 1330'
CHC 42 28 04/26/00 4.0 5500 1380'
Remarks: *Does not meet required compressive strength at 28 days.
Thomas Cranford
Technician
FUGRO SOUTH INC.
Reviewed By: ~
SMH/bg
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