SC-Coppell MSW-LR020808 (2)FUGRO 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 8, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: July 24, 2002
CONTRACTOR: CMS West
TICKET NO.: 54712
AMBIENT TEMP. (°F): 83
CONCRETE TEMP. (°F) (ASTM C-1064)' 92
TIME BATCHED: 7:45 a.m.
TIME SAMPLED: 8:15 a.m.
WEATHER CONDITION: sunny/clear
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Hanson
PLANT/TRUCK: 29/02
MIX ID NUMBER: 9351
AIR (%) (ASTM C-231): 5.5
WATER ADDED (gal): 10
SLUMP (in.) (ASTM C-143): 4 3/4
Paving Wrangler Circle 375 feet north of Wrangler Road
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 229 7 7-31 86050 3040 3000/28 days
CMS 230 28 8-21
CMS 231 28 8-21
CMS 232 Hold
Fracture mode is (A) un[ess otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof [~ ~ [~ E~]
Curing: Methods: ASTM C-39 Fracture: A B C D
REMARKS: Unit weight: 14.3.92 lbs/cu.ft
Technician: Thomas Lampitt
FUGRO SOUTH INC.
Reviewed By:
SMH/nl
Distribution:
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