SC-Coppell ABA-LR000908FUGRO SOUTH, INC.
r a
2880 Virgo Lane; Dallas, Texas 752
Ph (972) 484 -8301; Fax (972) 620 -7:
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD, c/o K A Sparks Report Date: September 8, 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:
Cortez Group
7090994 CONCRETE SUPPLIER:
Lattimore
100
PLANT/TRUCK:
7/1092
92
MIX ID NUMBER:
SPECIFIED COMPRESSIVE
2:44
AIR (%) (ASTM C -231) :
DATE
3:30
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM C -143) :
5
Piers:
N.1 -3, E4 -9, S17, sampled at N -1
(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 1
7
08/17/00
75700
2680
3000/28 days
CAC 2
28
09/07/00
102700
3630
CAC 3
28
09/07/00
104200
3690
CAC 4
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143,
I
Types of
Curing:
Methods: ASTM C -39
Fracture: A® B® C 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.
,.N
IIQi R
2880 Virgo Lane; Dallas, Texas 75.
Ph (972) 484 -8301; Fax (972) 620-7:
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD, c/o Dal — Mac Construction Co. Report Date: September 8, 2000
PROJECT: Coppell High School, Tennis Court/Parking Lot Project No.: 0791 -2208
Coppell, Texas
SAMPLE DATE: August 4, 2000 1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac Construction / The Cortez Group
7090629
CONCRETE SUPPLIER:
Lattimore
78
PLANT/TRUCK:
7/1040
88
MIX ID NUMBER:
15145
6:15 am
AIR ( %) (ASTM C -231) :
6.9
7:00 am
WATER ADDED (gal):
0
Clear
SLUMP (in.) (ASTM C -143) :
8
North parking
lot west of football field, and next two tennis courts
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)
CHC 1342
7
08111/00
68400
2420
3000/28 days
CHC 1343
28
09/01 /00
86000
3040
CHC 1344
28
09/01/00
87100
3080
CHC 1345
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C-31
Testing ASTM C -143,
C-39
Types of
Fracture: A ®
Curing:
Methods: ASTM
BE CH D
REMARKS:
Technician: Erick Hernandez
FUGRO SOUTH INC.
Reviewed By: '
SMH /rm
Distribution: Dal -Mac Construction — Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell ISD — Mickey Harper
SHW Group - Joe Craddock
SHW Group — Mike Elmore
JRJ Paving —Jeff Williford
FUGRO SOUTH. INC.
r
j - -
2880 Virgo Lane; Dallas, Texas 752:
Ph (972) 484 -8301; Fax (972) 620 -73.
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD, c/o Dal — Mac Construction Co. Report Date: September 8, 2000
PROJECT Coppell High School, Tennis Court/Parking Lot Project NO.: 0791 -2208
Coppell, Texas
I SAMPLE DATE: August 4, 2000 _1
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Dal Mac Construction / The Cortez Group
14137485
CONCRETE SUPPLIER:
Lattimore
86
PLANT/TRUCK:
14/1032
89
MIX ID NUMBER:
15145
8:05 am
AIR ( %) (ASTM C -231) :
5.6
9:15 am
WATER ADDED (gal):
0
Sunny
SLUMP (in.) (ASTM C -143) :
7.50
North parking
lot island
TESTED
REMARKS:
Technician: Erick Hernandez
FUGRO SOUTH INC.
Reviewed By: '
SMH /rm
Distribution: Dal -Mac Construction — Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell ISD — Mickey Harper
SHW Group - Joe Craddock
SHW Group — Mike Elmore
JRJ Paving — Jeff Williford
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)
CHC 1346
7
08/11/00
78900
2790
3000/28 days
CHC 1347
28
09/01/00
98200
3470
CHC 1348
28
09/01/00
100400
3550
CHC 1349
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making &
ASTM C -31
Testing ASTM C -143,
C
Types of
Fracture:
A® D
Curing:
Methods: ASTM -39
B C11
REMARKS:
Technician: Erick Hernandez
FUGRO SOUTH INC.
Reviewed By: '
SMH /rm
Distribution: Dal -Mac Construction — Damon Norman
City of Coppell - Lee Stone
City of Coppell - Larry Davis
Coppell ISD — Mickey Harper
SHW Group - Joe Craddock
SHW Group — Mike Elmore
JRJ Paving — Jeff Williford