Austin Place-LR 961009GIRO
FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (214) 484-8301; Fax (214) 620-7326
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Standard Pacific of Texas
PROJECT: Austin Place, Coppell, Texas
Report Date: October 9, 1996
Project No.: 0761-2062
SAMPLE DATE: September 10, 1996
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
C. W. Young
N/A CONCRETE SUPPLIER: N/A
NIA PLANT/TRUCK: N/A
N/A MIX ID NUMBER: N/A
N/A AIR (%) (ASTM C-231) N/A
N/A WATER ADDED (gal): N/A
N/A SLUMP (inches} (ASTM c-143) N/A
Manhole, at station 0+00, line A 8 inches sanitary sewer
CONCRETE. CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
CYLINDER
NUMBER AGE
(days) DATE
TESTED TOTAL LOAD
(pounds) COMPRESSIVE
STRENGTH
(psi} REQUIRED COMPRESSIVE
STRENGTH
(psi)
APC 1 16 09/26/96 85000 3007 3000/28 da 5
APC 2 28 10/08/96 105000 3715
APC 3 28 10/08/96 110000 3892
S ecifications: Makin 8 Curin ASTM C-31 Testin Methods: ASTM C-143, ASTM C-39
REMARKS: Cylinders cast by Contractor. All information except test data furnished by Contractor and
assumed to be correct.
Technician: Neil Rana FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked
SMH/rm
Distribution: Standard Pacific of Texas -Randy Lockhart
City of Coppell - Garreth Campbell-.
C W Young