Asbury Manor-LR 971218FUGRO-McCLELLAND (SOUTHWEST), INC. -
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Ryland Homes Report Date: December 18, 1997
PROJECT: Asbury Manor, Coppell, Texas Project No.: 0771-2111
SAMPLE DATE: November 19, 1997
CONTRACTOR: M.B. Structures
TICKET NO.: CONCRETE SUPPLIER: Redi Mix
AMBIENT TEMP. (°F): PLANT/TRUCK:
CONCRETE TEMP. (°F) (ASTM C-1064): MIX ID NUMBER:
TIME BATCHED: AIR (%) (ASTM C.231):
TIME SAMPLED: WATER ADDED (gal):
WEATHER CONDITION: Partly Cloudy SLUMP (in.) (ASTM C-143):
LOCATION OF PLACEMENT: Outflow deck of box culvert
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL COMPRESSIVE REQUIRED COMPRESSIVE
CYLINDER AGE DATE LOAD STRENGTH STRENGTH
NUMBER (days) TESTED (pounds) (psi) (psi)
AMC 23 7 11-26-97 127000 4492 3000/28 days
AMC 24 28 12-17-97 160000 5659
AMC 25 28 12-17-97 165000 5836
AMC 26 Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making& ASTM C-31 Testing ASTM C-143, Typesof ~...~ [~] ,~. Ir--].
Curing: Methods: ASTM C-39 Fracture. A B C D
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and
assumed to be correct.
Technician: Skip Martin FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH/rm
Distribution: Ryland Homes - Fred Phillips
Goodwin & Marshall - Matt Goodwin
City of Coppell - Garreth Campbell --
City of Coppell - Larry Davis
Legends Construction - Jimmy Henderson