SC-Coppell MSN-LR 980101-- Fu"GRO
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 ISD Report Date: January 1, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: December 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Coatez
542350
CONCRETE SUPPLIER:
Pioneer
73
PLANTITRUCK:
74 -827
65
MIX ID NUMBER:
9351
4:01 p.m
AIR ( %) (ASTM C -231) :
5.6
4:50 p.m
WATER ADDED (gal):
0
Sunny / clear
SLUMP (in.) (ASTM C -143) :
53/4
Drive on south end of building approxiamelty 50
feet from fire plug E.
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 214
7
12/24/97
110000
3891
3000/28 days
CNS 215
28
1/14/98
CNS 216
28
1/14/98
CNS 217
Hold
Fracture mode is (A) unless otherwise noted
Specifications: ! Making & ASTM C -31 Testing ASTM C -143, Types of
Fracture:
Curing: i Methods: ASTM C -39 i A® B® C D
REMARKS:
Technician: Mike Flute FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
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- McCLELLAND (SOUT HWEST), INC.
can
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: January 1, 1998
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE December 18, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
542428
CONCRETE SUPPLIER:
Pioneer
68
PLANT/TRUCK:
74 -483
64
MIX ID NUMBER:
9351
1:30 p.m
AIR ( %) (ASTM C -231) :
LOAD
2:35 p.m
WATER ADDED (gal):
NUMBER
Clear
SLUMP (in.) (ASTM C -143) :
5
Fire lane on west side of school sampled at off of south end of east
island
CNS 230
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 230
7
12/26/97
90000
3183
3000/28 days
CNS 231
28
1/15/98
CNS 232
28
1/15/98
CNS 233
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31 Testing ASTM C -143, ! Types of
Z
Curing: i Methods: ASTM C -39 j Fracture: A® B® C D
REMARKS:
Technician: William Granger FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /hb
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