SC-Coppell MSW-LR020813FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE ST ENGTH OF CONCRETE REPORT
CLIENT: Coppell lSD, c/o K A Sparks~ Report Date: August 13, 2002
PROJEC~-~ppell Middle School West, Coppell, Texas ~ Project No.: 0701-2192
SAMPLE DATE: August 1, 2002
CONTRACTOR: Cortez Group Inc.
TICKET NO.: 190011
AMBIENT TEMP. (°F): 79
CONCRETE TEMP. (°F) (ASTM C-1064): 86
TIME BATCHED: 7:21 a.m.
TIME SAMPLED: 7:50 a.m.
WEATHER CONDITION: Sunny
LOCATION OF PLACEMENT:
CONCRETE SUPPLIER: Hanson
PLANT/TRUCK: 27/923
MIX ID NUMBER: 9351
AIR (%) (ASTM C-231):
WATER ADDED (gal):
SLUMP (in.) (ASTM C-143): 5-1/2
Paving on firelane on south side of school building
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 265 7 8/8/02 104940 3710 4000/28 days
CMS 266 28 8/29/02
CMS 267 28 8/29/02
CMS 268 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: Dumitru Balas
SMH/bg
Distribution:
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-'---
Coppell lSD - Mickey Harper
SHW Group - Mike Elmore
SHW Group - Dale Lilljedahl