SC-Coppell ABA-LR000825�GRO
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484-8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD, c/o K A Sparks Report Date August 25, 2000
PROJECT Coppell ISD Administration Building, Coppell, Texas Project No .: 0700 -2189
SAMPLE DATE: August 17, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
3110587
CONCRETE SUPPLIER:
LMC
88
PLANT/TRUCK:
3/1050
90
MIX ID NUMBER:
39
8:37
AIR ( %) (ASTM C -231) :
2620
9:20
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
5.50
Paving: Parking area, 50 feet north of southeast corner, 30 feet east
of building
28
09/14/00
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
CYLINDER
NUMBER
AGE
(da s)
DATE
TESTED
TOTAL
LOAD
(pounds)
COMPRESSIVE
STRENGTH
(psi)
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
CAC 14
5
08/22/00
74100
2620
3500/28 days
CAC 15
7
08/24/00
78100
2770
CAC 16
28
09/14/00
CAC 17
28
09/14/00
CAC 18
Hold
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Fracture mode is (A) unless otherwise noted
Types of
Fracture: A® B 0 C D
REMARKS:
Technician: Bob Shea
FUGRO SOUTH INC.
Reviewed By: 2
SMH /rm
Distribution: K A Sparks Contractors Inc. — Jim Schooler
City of Coppell — Larry Davis t/
Coppell ISD — Mickey Harper
SHW Group — Joe Craddock
SHW Group — Mike Elmore
FUGRO SOUTH, INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD, c/o K A Sparks Report Date August 25, 2000
PROJECT Coppell ISD Administration Building, Coppell, Texas Project No .: 0700 -2189
SAMPLE DATE: August 17, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM c- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A. Sparks
3110567
CONCRETE SUPPLIER:
LMC
85
PLANT/TRUCK:
3/964
89
MIX ID NUMBER:
39
6:32
AIR ( %) (ASTM C -231) :
3150
7:15
WATER ADDED (gal):
20
Clear
SLUMP (in.) (ASTM C -143) :
5.50
Paving:
Parking area, 25 feet south of building,
75 feet west of
southeast corner of building
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)
SPECIFIED COMPRESSIVE
STRENGTH
(psi)
CAC 9
5
08/22/00
89000
3150
3500/28 days
CAC 10
7
08/24/00
94300
3340
CAC 11
28
09/14/00
CAC 12
28
09/14/00
CAC 13
Hold
Specifications:
Making & ASTM C -31
Curing:
Testing ASTM C -143,
Methods: ASTM C -39
Fracture mode is (A) unless otherwise noted
Types of
Fracture: A U B 0 C D
REMARKS:
Technician: Bob Shea
FUGRO SOUTH INC.
Reviewed By:
SMH /rm
Distribution: K A Sparks Contractors Inc. — Jim Schooler
City of Coppell — Larry Davis
Coppell ISD — Mickey Harper
SHW Group — Joe Craddock
SHW Group — Mike Elmore