SC-Coppell MSW-LR020809FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks Report Date: August 9, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: June 9, 2002
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C-1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group, Inc.
188479 CONCRETE SUPPLIER: Hanson
91 PLANT/TRUCK: 27/20
89 MIX ID NUMBER: 9349
10:44 AIR (%) (ASTM C-231):
11:29 WATER ADDED (gal): 10
Sunny SLUMP (in.) (ASTM C-143): 5
Walkway E, approximately center of walkway
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)
CMS 217 7 07/16/02 98830 3500 4000/28 days
CMS 218 28 08/06/02 130210 4610
CMS 219 28 08/06/02 134070 4740
CMS 220 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~] ~ [~ r-"]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Zia Masumi
SMH/rm
Distribution:
Reviewed By:.
K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Jerry Jones (Fax: 972-393-1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell lSD - Mickey Harper
SHW Group- Mike Elmore
SHW Group - Dale Lilljedahl