SC-Coppell MSW-LR001205FUGRO 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: December 5, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700-2227
SAMPLE DATE: November 22, 2000
CONTRACTOR:
TICKET NO.: 7095424 CONCRETE SUPPLIER: LMC
AMBIENT TEMP. (°F): 59 PLANT/TRUCK: 7~955
CONCRETE TEMP. (°F) (ASTM C-1064): 67 MIX ID NUMBER: 38
TIME BATCHED: 9:24 am AIR (%) (ASTM C-231):
TIME SAMPLED: 11:00 am WATER ADDED (gal):
WEATHER CONDITION: SLUMP (in.) (ASTM C-143): 5.0
LOCATION OF PLACEMENT: Baseball backstop poles
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)
CMW 145 7 11/29/00 78700 2780 3000/28 days
CMW 146 28 12/20/00
CMW 147 28 12/20/00
CMW 148 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C-31 Testing ASTM C-143, Typesof ~ r'~ [-~ [--'1
Cudng: Methods: ASTM C-39 Fracture: A["~J [/~ ~---.J L_JB C D
REMARKS:
Technician: Bob Shea
FUGRO SOUTH INC.
Reviewed By:
SMH/rm
Distribution: K A Sparks Contractors Inc. - Jim Schooler
K A Sparks Contractors Inc. - Rick McKinney (Fax: 972-745-4511 )
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell lSD - Mickey Harper
SHW Goup - Mike Elmore
SHW Goup - Joe Craddock