SC-Coppell ABA-LR001011FUGRO SOUTH, INC.
a m
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 October 11, 2000
PROJECT Coppell Middle School West, Coppell, Texas Project No.: 0700 -2227
SAMPLE DATE: October 2, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C•1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Corez Group
7093423
CONCRETE SUPPLIER:
Lattimore
71
PLANT/TRUCK:
7/755
76
MIX ID NUMBER:
CYLINDER
7:47
AIR (% ) (ASTM C -231) :
4.5
8:25
WATER ADDED (gal):
NUMBER
clear
SLUMP (in .) (ASTM C -143) :
5
North end of east parking lots, south lane
(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)
CMW 53
7
10 -9 -00
72400
2560
3000/28 days
CMW 54
28
10 -30 -00
CMW 55
28
10 -30 -00
CMW 56
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
& ASTM G31
® ®
Curing:
Methods: ASTM C -39
Fracture: A B C D
REMARKS:
Technician:
Jerry Smith
FUGRO SOUTH INC.
Reviewed By:
SMH /kp
Distribution:
K A Sparks Contractors Inc. — Jim Schooler
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell ISD - Mickey Harper
SHW Goup — Mike Elmore
SHW Goup — Joe Craddock
FUGRO SOUTH, INC.
hQ
m
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: October 11, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700 -2227
SAMPLE DATE: October 2, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Corez Group
7093440
CONCRETE SUPPLIER:
Lattimore
69
PLANT/TRUCK:
7/1044
72
MIX ID NUMBER:
CYLINDER
6:07
AIR ( %) (ASTM C -231) :
4.0
6:40
WATER ADDED (gal):
5
clear
SLUMP (in.) (ASTM C -143) :
4.5
North end of parking lot, north lane
(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)
CMW 49
7
10 -9 -00
87900
3109
3000/28 days
CMW 50
28
10 -30 -00
CMW 51
28
10 -30 -00
CMW 52
Hold
Fracture mode is (A) unless othervvise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Curing:
Methods: ASTM C -39
Fracture: A® B® C D
REMARKS:
Technician
Jerry Smith
FUGRO SOUTH INC.
Reviewed By:
SMH /kp
Distribution:
K A Sparks Contractors Inc. — Jim Schooler
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell ISD - Mickey Harper
SHW Goup — Mike Elmore
SHW Goup — Joe Craddock
FUGRO SOUTH, INC.
,0—�
r -
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: October 11 ,2000
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0700 -2227
SAMPLE DATE: September 29 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7093314 CONCRETE SUPPLIER: Lattimore
65 PLANT/TRUCK: 7/1040
72 MIX ID NUMBER: -
5:42 AIR ( % (ASTM C -231) : 4.7
6:30 WATER ADDED (gal): 0
clear SLUMP (in.) (ASTM C -143) : 6
North/ South walkway between the baseball & hardball field center
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)
CMW 45
7
10 -6 -00
106400
3760
3500/28 days
CMW 46
28
10 -27 -00
CMW 47
28
10 -27 -00
CMW 48
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® B® C D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: C - --
SMH /nl
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 745 -4511)
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell ISD - Mickey Harper
SHW Goup — Mike Elmore
SHW Goup — Joe Craddock
FUGRO SOUTH, INC.
'
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: October 11, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700 -2227
SAMPLE DATE: September 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7093259
CONCRETE SUPPLIER:
Lattimore
78
PLANT/TRUCK:
7/955
80
MIX ID NUMBER:
-
8:25
AIR ( %) (ASTM C -231) :
-
9:10
WATER ADDED (gal):
0
clear
SLUMP (in.) (ASTM C -143) :
61/2
South End of
North fire laine at enter section
CMW 41
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)
CMW 41
7
10 -5 -00
71600
2530
3500/28 days
CMW 42
28
10 -26 -00
CMW 43
28
10 -26 -00
CMW 44
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
C
Types of
Fracture: A®
Curing:
Methods: ASTM -39
BE CZ D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
Reviewed By:
SMH /nl
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 745 -4511)
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell ISD - Mickey Harper
SHW Goup — Mike Elmore
SHW Goup — Joe Craddock
FUGRO SOUTH, INC.
1.0�1.
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: October 11, 2000
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0700 -2227
SAMPLE DATE: September 28, 2000
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
7093253
CONCRETE SUPPLIER:
Lattimore
68
PLANT/TRUCK:
7/1045
72
MIX ID NUMBER:
-
7:58
AIR ( % ) (ASTM C -231) :
4.5
8:30
WATER ADDED (gal):
-
clear
SLUMP (in .) (ASTM C -143) :
61/2
North end of North fire lane
(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)
CMW 37
7
10 -5 -00
81700
2890
/28 days
CMW 38
28
10 -26 -00
CMW 39
28
10 -26 -00
CMW 40
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
Types of
Fracture:
Curing:
Methods: ASTM C -39
A® B C D
REMARKS:
Technician: Jerry Smith
FUGRO SOUTH INC.
Reviewed By: G!�
SMH /nl
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 745 -4511)
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell ISD - Mickey Harper
SHW Goup — Mike Elmore
SHW Goup — Joe Craddock
SRO
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: October 11, 2000
PROJECT: Coppell Middle School West, Coppell, Texas Project No.: 0700 -2227
SAMPLE DATE: September 28, 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
Lattimore
58
PLANT/TRUCK:
TOTAL
COMPRESSIVE
SPECIFIED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMW 33
7
10 -5 -00
71600
2530
3500/28 days
CMW 34
28
10 -26 -00
CMW 35
28
10 -26 -00
CMW 36
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
A® BE CZ D
Cortez Group
7093231
CONCRETE SUPPLIER:
Lattimore
58
PLANT/TRUCK:
7/1045
66
MIX ID NUMBER:
5:51
AIR ( %) (ASTM C -231) :
4.3
6:48
WATER ADDED (gal):
clear
SLUMP (in.) (ASTM C -143) :
6.25
Corner of north and south firelane
REMARKS:
Technician
Jerry Smith
FUGRO SOUTH INC.
Reviewed By:
SMH /kp
Distribution
K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Rick McKinney (Fax: 972 - 745 -4511)
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell ISD - Mickey Harper
SHW Goup — Mike Elmore
SHW Goup — Joe Craddock