SC-Coppell MSN-LR 971120F'UGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 752.
Ph (972) 484 -8301; Fax (972) 620 -732
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: November 20, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
I SAMPLE DATE: October 21, 1997"
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP.
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
496120 CONCRETE SUPPLIER: Pioneer
58 PLANT/TRUCK: 74/562
74 MIX ID NUMBER: 9351
8:31 AIR ( %) ( ASTM C -231) :
9:05 WATER ADDED (gal): 0
Cloudy SLUMP (in.) (ASTM C -143) : 4.75
Paving: 50 Feet north and 5 feet east from west curb on road on west
side of elementary running north from Natches Trace
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12 11 , 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 137
7
10/28/97
90000
3183
3000/28 days
CNS 138
28
11/18/97
133000
4704
CNS 139
28
11/18/97
127000
4492
CNS 140
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. Scott Rogers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B .
SMH /mv
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
�GRO
FUGRO- McCLELLAND (SOUTHWEST), INC. ---
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: November 20, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE October 21 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( ° F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
496103
CONCRETE SUPPLIER:
Pioneer
57
PLANTITRUCK:
74/826
75
MIX ID NUMBER:
9351
6:55
AIR ( % ) (ASTM C -231) :
LOAD
7:40
WATER ADDED (gal):
20
Cloudy
SLUMP (in .) (ASTM C -143) :
5
Paving,
east road going north from Natches Trace approximately 125
feet north from Natches west side of road
7
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6 x 12", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 133
7
10/28/97
95000
3360
3000/28 days
CNS 134
28
11/18/97
157000
4492
CNS 135
28
11118/97
130000
4598
CNS 136
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
Fracture: A® E E E
Curing:
Methods: ASTM C -39 B C D
REMARKS:
Technician: Scott Rogers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked
SMH /mv
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC. �—`-
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: November 20, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 21, 199T'
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. ( °F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
496130
CONCRETE SUPPLIER:
Pioneer
56
PLANTITRUCK:
74/836
73
MIX ID NUMBER:
9351
9:22
AIR ( %) (ASTM C -231)
LOAD
10:08
WATER ADDED (gal):
0
Cloudy
SLUMP (in .) (ASTM C -143) :
4.75
Paving:
10 feet north and 5 feet east from west
curb on road west
side of elementary north from Natches Trace
10/28/97
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 141
7
10/28/97
93000
3289
3000/28 days
CNS 142
28
11/18/97
123000
4350
CNS 143
28
11/18/97
120000
4244
CNS 144
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31
Testing ASTM C -143, Types of
Fracture: A® Z 0
Curing:
Methods: ASTM C -39 [ B® C D
REMARKS:
Technician: Scott Rogers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /mv
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: November 20, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project NO.: 0771 -2094
SAMPLE DATE October 21 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
496138 CONCRETE SUPPLIER: Pioneer
59 PLANTITRUCK: 74/565
71 MIX ID NUMBER: 9351
AIR ( %) (ASTM C -231) :
11:00 WATER ADDED (gal): 0
Cloudy SLUMP (in.) (ASTM C -143) : 5
Paving: North connection of 2 parking areas between schools, 5 feet
south from center point of north radius
CONCRETE CYLINDER COMPRESSIVE STRENGTH TESTS
Standard 6" x 12", 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CNS 145
7
10/28/97
80000
2829
3000/28 days
CNS 146
28
11/18/97
117000
4138
CNS 147
28
11/18/97
115000
4067
CNS 148
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
I Making & ASTM C -31
Testing ASTM C -143, Types of
Z
Curing:
Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: Scott Rogers
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B --�
SMH /mv
Distribution: Coppell ISD - Mickey Harper City of Coppell - Garreth Campbell
K A Sparks Contractors, Inc. - E. J. Williams (2) SHW Group - Joe Craddock
K A Sparks Contractors, Inc. - Jim Schooler SHW Group - Mike Elmore