SC-Coppell MSW-LR020711FUGRO 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: July 11, 2002
PROJECT: Coppell lSD Service Center, Coppell, Texas Project No.: 0701-2233
SAMPLE DATE: June 25, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064)'
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
4:00
4:00
East walkway
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143):
Hanson
27/923
9349
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL LOAD COMPRESSIVE SPECIFIED COMPRESSIVE
CYLINDER AGE DATE (pounds) STRENGTH STRENGTH
NUMBER (days) TESTED (psi) (psi)
CSC 211 14 07/09/02 149650 5290 4000/28 days
CSC 212 14 07/09/02 144200 5100
CSC 213 28 07/23/02
CSC 214 28 07/23/02
CSC 215 Hold
CSC 216 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof r;~ ~-~ [--~ ~
Cudng: Methods: ASTM C-39 Fracture: AI/NJ [/'xJ V___J LIB C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed to
be correct.
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 Campbetff'~
Coppell lSD o Mickey Harper
SHW Group - Mike Elmore
SHW Group - Dale Lilljedahi