SC-Coppell MSW-LR020808FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD Report Date: August 8, 2002
PROJECT: Coppell lSD Service Center, Coppell, Texas Project NO.: 0701-2233
SAMPLE DATE: July 8, 2002
CONTRACTOR: K.. A. Sparks
TICKET NO.: 188435
AMBIENT TEMP. (°F): 95
CONCRETE TEMP. (°F) (ASTM C-1064): 102
TIME BATCHED: 10:18
TIME SAMPLED: 11:10
WEATHER CONDITION: Clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Hanson
PLANT/TRUCK: 27/923
MIX ID NUMBER: 9349
AIR (%) (ASTM C-231):
WATER ADDED (gal): 20
SLUMP (in.) (ASTM C-143): 5.75
Slab on grade entryway
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
CSC 233 7 07/15/02 91500 3240 4000/28 days
CSC 234 28 08/05/02 117730 4160
CSC 235 28 08/05/02 116940 4140
CSC 236 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ [~
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician:
SMH/rm
Distribution:
Dan Gazley
FUGRO SOUTH INC.
Reviewed By: ~
K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-462-9320)
City of Coppell - Lee Stone
City of Coppell - Garreth CampbelP'""'
Coppell lSD - Mickey Harper
SHW Group- Mike Elmore
SHW Group - Dale Lilljedahl