SC-Coppell MSN-LR 970903FUGRO- McCLELLAND (SOUTHWEST), INC. INS
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: September 3, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: August 5, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. (°F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
442433
CONCRETE SUPPLIER:
Pioneer
79
PLANTITRUCK:
2/848
84
MIX ID NUMBER:
9337
2:30
AIR ( %) (ASTM C -231) :
N/A
3:20
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM C -143) :
4.75
Slab on grade,
5 feet north and 5 feet west from southeast corner of
area J
7
08/12/97
CONCRETE CYLINDER COMPRESSIVE' STRENGTH TESTS
Standard 6 " x 12' 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
LOAD
(pounds)
STRENGTH
(psi)
STRENGTH
(psi)
CMN 192
7
08/12/97
118000
4174
3000128 days
CMN 193
28
09/02/97
152000
5376
CMN 194
28
09/02/97
150000
5305
CMN 195
Hold
Specifications:
'Making 8 ASTM C -31
Curing:
Fracture mode is (A) unless otherwise noted
:Testing ASTM C -143, Types of
Methods: ASTM C -39 E Fracture: A® B® C D
REMARKS:
Technician: Scott Rogers
FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
SMH /rm
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc.
K A Sparks Contractors, Inc.
City of Coppell - Garreth Campbell
- E. J. Williams (2) SHW Group - Joe Craddock
- Jim Schooler SHW Group - Mike Elmore
FUGRO- McCLELLAND (SOUTHWEST), INC.
i:1
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT: Coppell ISD Report Date: September 3, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
CONCRETE CYLINDER' COMPRESSIVE STRENGTH TESTS
SAMPLE DATE;
August'5, 1997
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CONTRACTOR:
Cortez Group
DATE
TESTED
LOAD
(pounds)
TICKET NO.:
442460
CONCRETE SUPPLIER:
Pioneer
AMBIENT TEMP. (°F):
79
PLANTITRUCK:
21749
CONCRETE TEMP. ( °F) (ASTM
C- 1064): 84
MIX ID NUMBER:
9337
TIME BATCHED:
3:50
AIR ( %) (ASTM C -231) :
N/A
TIME SAMPLED:
4:19
WATER ADDED (gal):
5
WEATHER CONDITION:
Clear
SLUMP (in.) (ASTM C -143) :
5.25
LOCATION OF PLACEMENT:
Slab on grade,
northwest comer of area J, south section
CONCRETE CYLINDER' COMPRESSIVE STRENGTH TESTS
Standard 6 1 ' x 12" 28.27 square inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
NUMBER
AGE
(days)
DATE
TESTED
LOAD
(pounds)
STRENGTH
(psi)
STRENGTH
(psi)
CMN 200
7
1 08/12/97
110000
3891
3000/28 days
CMN 201
28
09/02/97
150000
5305
CMN 202
28
09/02/97
147000
5199
CMN 203
Hold
Specifications:
Making & ASTM C -31
Curing:
Fracture mode is (A) unless otherwise noted
Testing ASTM C -143, ;Types of
Methods: ASTM C -39 Fracture: A® B® C Z D
REMARKS:
Technician: Scott Rogers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By:
r
SMH /rm
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
S�
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: September 3, 1997
PROJECT Coppell Middle School North, Coppell, Texas Project No .: 0771 -2091
SAMPLE DATE August ;.5, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez Group
442474
CONCRETE SUPPLIER:
Pioneer
79
PLANT/TRUCK:
2/640
85
MIX ID NUMBER:
9337
4:30
AIR ( % ) (ASTM C -231) :
N/A
5:20
WATER ADDED (gal):
10
Clear
SLUMP (in .) (ASTM C -143) :
5
Slab on grade,
10 feet south, 5 feet west from northeast
comer of
area J
08/12/97
100000
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)
CMN 204
7
08/12/97
100000
3537
3000/28 days
CMN 205
28
09/02/97
127000
4492
CMN 206
28
09/02/97
125000
4421
CMN 207
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 By:
SMH /rm
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
— fu'GRO
FUGRO- McCLELLAND (SOUTHWEST), INC.
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD REPORT DATE: September 3 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO .: 0771 -2094
DATE PERFORMED: August 26, 1997
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Dark brown silty clay with organics (lime treated) 99.1 18.0
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
NO.
NO.
164
1
Proposed Road, 75 feet north of south
100.8
22.8
101.7
end, east side of site, final
165
1
Proposed Road, 600 feet south of Hwy.
94.1
20.4
95.0
533, east side of site, final
166
1
Proposed Road, 300 feet south of Hwy.
99.2
22.1
100.1
533, east side of site, final
Remarks:
All densities meet project specifications unless otherwise noted.
Scott Rogers
Fugro - McClelland Technician
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
FUGRO McCLELLAND (SOUTHWEST), INC.
Checked by: c�
City of Coppell - Garreth Campbell ,--
SHW Group - Joe Craddock
SHW Group - Mike Elmore