SC-Coppell HS-LR000705FUGRO SOUTH, INC.
2~80 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
CLIENT:
PROdECT:
COMPRESSIVE STRENGTH OF GROUT REPORT
Coppell lSD, c/o Dal - Mac Construction Co.
Coppell High School, Multi Purpose Building
Coppell, Texas
Report Date: July 5, 2000
Project No.: 0791-2208
SAMPLE DATE: May 8, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
GROUT TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
C & D Masonry
89
9:15
9:35
Sunny
GROUT SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-23'1)
WATER ADDED:
SLUMP (inches) (ASTM C-143)
J Line between 1 & 15 top course, Area C
GROUT cYLINDER COMPRESSIVE STRENGTH TESTS
Standard 3" x 6", 7.07 square Inches
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED cOI~PRES$1VE
NUMBER (days) TESTED (pounds) STRENGTH STRENGTH
(psi) (psi)
CHC 25 7 05/15/00 6740 960 2400/28 days
CHC 26 28 06/05/00 10750 1520'
CHC 27 28 06/05/00 10570 1500'
CHC 28 56 07/03/00 33450 4730
Specifications: Making & ASTM C-31 Testing Methods: ASTM C-143, ASTM C-39
'Curing:
REMARKS: * Does not meet required compressive strength at 28 days.
Technician: Mike Flute 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: