SC-Coppell MSN-LR 980714FUGRO SOUTH, INC.
� IGRO
- ii
■
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date July 14, 1998
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: June 11, 't998
CONCRETE CYLINDER COMPRESSIVE STRENGTH.TESTS
K. A. Sparks
CONTRACTOR:
TICKET NO.:
CONCRETE SUPPLIER:
AMBIENT TEMP. ( °F):
PLANT/TRUCK:
CONCRETE TEMP. ( °F) (ASTM C- 1064)
MIX ID NUMBER:
TIME BATCHED:
AIR ( % ) (ASTM C -231) :
TIME SAMPLED:
WATER ADDED (gal):
WEATHER CONDITION:
SLUMP (in .) (ASTM C -143) :
LOCATION OF PLACEMENT:
Tennis Court, northeast comer
CONCRETE CYLINDER COMPRESSIVE STRENGTH.TESTS
Standard 6" x 12 ", 28.27 squarw inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 262
7
06/18/98
62000
2193
3000/28 days
CNS 263
28
07/09/98
89000
3148
CNS 264
28
07/09/98
92000
3254
CNS 265
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C 43, Types of
® ® C D
: Curing:
Methods: ASTM C -39 Fracture: A B
REMARKS:
Technician: Scott Rogers
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By
SMH /rm
Distribution: Coppell ISD - 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
FUGRO SOUTH, INC.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date July 14, 1998
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: June 1't, 1999
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
CONCRETE SUPPLIER:
PLANT/TRUCK:
MIX ID NUMBER:
AIR ( %) (ASTM C -231)
WATER ADDED (gal):
SLUMP (in .) (ASTM C -143)
Tennis Court, northwest comer
CONCRETE CYL[NDER'COMPRESSIVE STRENGTH TESTS
Standard 6 1" 12", 28.27 squarer inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 266
7
06/18/98
76000
2688
3000/28 days
CNS 267
28
07/09/98
96000
3395
CNS 268
28
07/09/98
99000
3501
CNS 269
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
Fracture: o
Curing:
Methods: ASTM C -39 A® B C D
REMARKS:
Technician: Scott Rogers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Coppell ISD - 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