SC-Coppell ABA-LR000822FUGRO 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 22, 2000
PROJECT: Coppell ISD Administration Building, Coppell, Texas Project No.: 0700 -2189
SAMPLE DATE: August 11, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
14138118 CONCRETE SUPPLIER:
Lattimore
100
PLANT/TRUCK:
14/1119
88
MIX ID NUMBER:
17
1:32
AIR ( %) (ASTM C -231) :
DATE
2:40
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM C -143) :
6
Piers:
S10 -S16, sampled at S12
(psi)
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CAC 5
7
08/18/00
83700
2960
3000/28 days
CAC 6
28
09/08/00
CAC 7
28
09/08/00
CAC 8
Hold
— T
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Curing:
Methods: ASTM C -39
Fracture: A® B® CZ D
REMARKS:
Technician: Steven Campbell
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
FUGRO SOUTH, INC.
low,
� GRO
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 22, 2000
PROJECT Coppell ISD Administration Building, Coppell, Texas Project No .: 0700 -2189
SAMPLE DATE: August 10, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 ", 28.27 square inches
100
PLANT/TRUCK:
7/1092
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CAC 1
7
08/17/00
75700
2680
3000/28 days
CAC 2
28
09/07 /00
CAC 3
28
09/07/00
CAC 4
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Curing:
Methods: ASTM C -39
Fracture: A® 8 C D
Cortez Group
7090994 CONCRETE SUPPLIER:
Lattimore
100
PLANT/TRUCK:
7/1092
92
MIX ID NUMBER:
2:44
AIR ( %) (ASTM C -231) :
3:30
WATER ADDED (gal):
10
Clear
SLUMP (in .) (ASTM C -143) :
5
Piers:
N.1 -3, E4 -9, S17, sampled at N -1
REMARKS:
Technician
Steven Campbell
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