SC-Coppell HS-LR000425FUGRO SOUTH, INC.
2880 Vlrgo Lane; Dallas, Taxa~ 75229
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: April 25, 2000
Project No.: 0791-2208
SAMPLE DATE: March 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac
80
78
10:40 am
10:50 am
Partly cloudy
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASWa C-231)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
Fill up cells for CMU along Line 19 between A-C on 10~ course
GROUT CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square Inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUlR'~D COMPRESSIVE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
CHC 5 7 04/04/00 20840 2950 2500~28 days
CHC 6 28 04/25/00 36000 5090
CHC 7 28 04/25/00 34910 4940
CHC 8 Hold
Specifications: Making & ASTM C-31 Testing Methods: A, STM C-143. ASTM C-39
Curing:
REMARKS:
Technician: Jose Rivera
FUGRO SOUTH, INC.
SMH/rm
Distribution:
DaI-Mac Construction - Damon Norman
City of Coppell - Larry Davis/'
Coppell lSD - Mickey Harper
SHW Group - Joe Craddock
SHW Group - Mike Elmore
JRJ Paving - Jeff Williford
Reviewed By: ~ "