SC-Coppell MSN-LR 971116FUGRO-McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date November 16, 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
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
CONCRETE SUPPLIER:
Tiseo
53
PLANT /TRUCK:
1/118
72
MIX ID NUMBER:
34
7:15 am
AIR ( %) (ASTM C -231) :
5.2
8:35 am
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
4.25
Paving:
Perimeter Road westbound lane, 370 feet east of Denton
Tap
7
10/23/97
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 89
7
10/23/97
145000
5129
3000/28 days
CNS 90
28
11/13/97
180000
6367
CNS 91
28
11/13/97
185000
6544
CNS 92
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C -143, Types of
Z a
Curing: Methods: ASTM C -39 Fracture: A® B® C D
REMARKS:
Technician: Jason Brimingham
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc.
K A Sparks Contractors, Inc.
City of Coppell - Garreth Campbell
- E. J. Williams (2) SHW Group - Joe Craddock
- Jim Schooler SHW Group - Mike Elmore