SC-Coppell ABA-LR000918FUGRO SOUTH, INC.
'""'
in
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: September 18, 2000
PROJECT: Coppell ISD Administration Building, Coppell, Texas Project No.: 0700 -2189
SAMPLE DATE: September 5, 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 / The Cortez Group
3111818
CONCRETE SUPPLIER:
LMC
89
PLANT/TRUCK:
3/1049
92
MIX ID NUMBER:
38
8:40 am
AIR ( %) (ASTM C -231) :
LOAD
9:55 am
WATER ADDED (gal):
5
Sunny
SLUMP (in.) (ASTM C -143) :
6
Slab for building
addition southeast side, 10 feet
north, 8 feet west
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 11 , 28.27 square Inches
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CAC 31
7
09/12/00
77000
2730
3000/28 days
CAC 32
28
10/03/00
CAC 33
28
10 /03 /00
CAC 34
Hold
Fracture mode is (A) unless othervAse noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
0 Z
Curing:
Methods: ASTM C-39
Fracture: A n B C D
REMARKS:
Technician:
Yancey Bivings
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.
I��
SRO
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 September 19, 2000
PROJECT Coppell ISD Administration Building, Coppell, Texas Project No .: 0700 -2189
SAMPLE DATE: August 21, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
691282
CONCRETE SUPPLIER:
Lattimore
99
PLANT1 TRUCK:
7/955
89
MIX ID NUMBER:
38
9:29
AIR ( %) (ASTM C -231) :
LOAD
10:30
WATER ADDED (gal):
10
Sunny
SLUMP (in .) (ASTM C -143) :
4.5
5 feet south off northeast comer of building
(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 19
7
08/28/00
89900
3180
3000/28 days
CAC 20
28
09/18/00
109900
3890
CAC 21
28
09/18/00
110300
3900
CAC 22
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Curing:
Methods: ASTM C -39
D
Fracture: A® B® CZ
REMARKS:
Technician: Sammy Roberts
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.
�GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 464 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD, c/o K A Sparks Report Date September 18, 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
110500
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
110500
3910
CAC 12
28
09/14/00
107200
3790
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: An B 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