Asbury Manor-LR 971218 (2)FUGRO-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, 19997
PROJECT: Asbury Manor, Coppell, Texas Project No.: 0771-2111
SAMPLE DATE: December 9, 1997 I
CONTRACTOR: M.B. Structures
TICKET NO.: 3054489 CONCRETE SUPPLIER: Lattimore
AMBIENT TEMP. (°F): 56 PLANT/TRUCK: 3/464
CONCRETE TEMP. (°F) {ASTM C-1064): 68 MIX ID NUMBER: 42
TIME BATCHED: 9:19 am AIR (%) (ASTM C-231):
TIME SAMPLED: 10:25 am WATER ADDED (gal): 0
WEATHER CONDITION: Partly cloudy SLUMP (in.) (ASTM C-143): 4
LOCATION OF PLACEMENT: Extend headwalls on main culvert (north and south wall)
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 27 7 12/16/97 127000 4492 4000/28 days
AMC 28 28 01/06/98
AMC 29 28 01/06/98
AMC 30 Hold I i
Fracture mode is (A) uniess otherwise noted
Specifications: Mai(lng & ASTM C-31 Testing ASTM C-143. Typesof ~] ~-'J [~ ~
Cudng: Methods: ASTM C-39 Fracture: A B C D
REMARKS:
Technician: Mark Strittmatter 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