SC-Coppell MSN-LR 971115. ��
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISO Report Date: November 15, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: October 16, 1997'
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Tiseo Paving
523340
CONCRETE SUPPLIER:
Pioneer
65
PLANT /TRUCK:
27-0
76
MIX ID NUMBER:
9351
AGE
AIR ( %) (ASTM C -231) :
5.2
10:05 am WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
5
Paving:
Perimeter Road westbound lane, 100 feet east of Denton
Tap
CNS 93
7
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)
CNS 93
7
10/23/97
105000
3714
3000/28 days
CNS 94
28
11/13/97
135000
1 4775
CNS 95
28
11/13/97
140000
4952
CNS 96
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
z
Curing:
Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: Jason Brimingham
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B . � '
SMH /rm
Distribution: Coppell ISO - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore