Waterside P3-LR 950916FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75~.9
Ph (214) 484-8301; Fax (214) 620-7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Standard Pacific of Texas Report Date: September 16, 1995
PROJECT: Waterside Estates #3, CoppeH, Texas Project No.: o751-2031
CONTRACTOR: Cullum Construction
TICKET NO.: CONCRETE SUPPLIER: Pioneer
AMBIENT TEMP. CF): PLANT/TRUCK:
CONCRETE TEMP. (oF): MIX ID NUMBER:
TIME BATCH'ED: AIR (%) (AS~M C-aZ1)
TIME SAMPLED: WATER ADDED:
WEATHER CONDITION: SLUMP (inches) (ASTM
LOCATION OF PLACEMENT: Inlets top at Cove Drive, station 2+62
CYLINDER AGE DATE TOTAL LOAD COMPRESSIVE REQUIRED COMPRESSI'vrK
NUMBER (days) TESTED (pounds) STRENGTIt STRENGTH
(psO (psi)
WSP 16 7 07/28/95 55000 1946 4000/28 days
WSP 17 28 08/18/95 90800 3212 *
WSP 18 28 08/18/95 90000 3184 *
WSP 19 56 09/15/95 115000 4068
SpecLficatio~s: Makin~ & Curing: A~TM C-31 Testing: Methods: ASTM C-143, ASTM C-39
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and assumed to be
· Does not meet project specifications for required compressive strength.
Technician: Jose Rivera FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By: ~-'9~'~/'~
SMH/so
Distribution: Standard Pacific of Texas - Randy Lockhaxt
City of Coppell - Lar~y Davis ~