SC-Coppell MSW-LR020806FUGRO 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 6, 2002
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0701-2192
SAMPLE DATE: July 24, 2002
CONTRACTOR: CMS West
TICKET NO.: 54695
AMBIENT TEMP. (°F): 81
CONCRETE TEMP. (°F) (ASTM C-1064): 91
TIME BATCHED: 4:15 a.m.
TIME SAMPLED: 4:30 a.m.
WEATHER CONDITION: clear & humid
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Hanson
PLANT/TRUCK: 29/103
MIX ID NUMBER: 9351
AIR (%) (ASTM C-23'1): 5,2
WATER ADDED (gal): 15 gallons
SLUMP (in.) (ASTM C-143): 5 1/4
Paving Wrangler Circle at 100 feet north of Wrangler Road at 25 feet
west of sidewalk.
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 221 7 7-31 82230 2910 3000/28 days
CMS 222 28 8-21
CMS 223 28 8-21
CMS 224 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:
SMH/nl
Distribution:
Thomas Lampitt
FUGRO SOUTH INC.
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
Coppetl lSD - Mickey Harper
SHW Group- Mike Elmore
SHW Group - Dale Lilljedahl