SC-Coppell HS-LR000623FUGRO SOUTH, INC.
2880 Vtrgo Lane; Dallas, Texas ?~?.29
Ph (972)484-8301; Fax (972) 620-7328
CLIENT:
PROJECT:
COMPRESSIVE STRENGTH OF GROUT REPORT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: June 23, 2000
Project No.: 0791-2208
SAMPLE DATE: April 27, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
C&D
Overcast
Course 30, R-11
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231)
WATER ADDED:
SLUMP (inches) (ASTM C.143)
GROUT cYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square inches
CYUNDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
CHC 21 12 05/09/00 3260 460* 2400/28 days
· CHC 22 28 05/25/00 4870 690*
CHC 23 28 06/25/00 4600 650*
CHC 24 56 06/22/00 6660 940*
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143. ASTM C-39
Curing:
REMARKS; * Possible Iow 28 day test results based on 12 day results.
· Does not meet required compressive strength at 28 or 56 days.
Technician: Mark Strittmatter
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