SC-Coppell MSN-LR 971007FUGRO- McCLELLAND (SOUTHWEST), INC.
�GRO
■
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
COMPRESSIVE STRENGTH OF CONCRETE REPORT
CLIENT Coppell ISD Report Date October 7, 1997
PROJECT Coppell Middle School North, Coppell, Texas Project No .: 0771 -2091
S AMPLE DATE: September 24, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
K. A Sparks Contractors, Inc.
491084
CONCRETE SUPPLIER:
Pioneer
77
PLANT /TRUCK:
74/742
88
MIX ID NUMBER:
9351
9:25 am
AIR ( % ) (ASTM C -231)
LOAD
(pounds)
11:00 am
WATER ADDED (gal):
35
Overcast
SLUMP (in.) (ASTM C -143) :
4.50
Parking lot paving,
southwest approach to parking
lot
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 399
7
10/01/97
96000
3395
4000/28 days
CMN 400
28
10/22/97
CMN 401
28
10122/97
CMN 402
Hold
Specifications:
i Making & ASTM C -31
Curing:
Fracture mode is (A) unless otherwise noted
Testing ASTM C -143, :Types of
Methods: ASTM C -39 i Fracture: A® B® C D
REMARKS:
Technician: Bob Shea 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
0
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: October 7, 1997
PROJECT: Coppell Middle School North, Coppell, Texas Project No.: 0771 -2091
SAMPLE DATE: September 24,1997
CONTRACTOR:
K. A. Sparks
TICKET NO.:
491090
CONCRETE SUPPLIER:
Pioneer
AMBIENT TEMP. (°F):
78
PLANT /TRUCK:
74/567
CONCRETE TEMP. ( °F) (ASTM C- 1064):
89
MIX ID NUMBER:
9351
TIME BATCHED:
10:00 am
AIR ( %) (ASTM C -231) :
(psi)
TIME SAMPLED:
10:50 am
WATER ADDED (gal):
10
WEATHER CONDITION:
Overcast
SLUMP (in.) (ASTM C -143) :
5.25
LOCATION OF PLACEMENT:
Parking lot paving,
125 feet east of school, 50 feet north of southwest
corner
28
10/22/97
CONCRETE CYLINDER COMPRESSIVE'' STRENGTH TESTS
Standard 6 ",z 12 " 28.27 square' inches
TOTAL
COMPRESSIVE
REQUIRED COMPRESSIVE
CYLINDER
AGE
DATE
LOAD
STRENGTH
STRENGTH
NUMBER
(days)
TESTED
(pounds)
(psi)
(psi)
CMN 403
7
10/01/97
99000
3501
4000/28 days
CMN 404
28
10/22/97
CMN 405
28
10/22/97
CMN 406
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 O
REMARKS:
Technician: Bob Shea FUGRO-McCLELLAND (SOUTHWEST), INC.
Checked By: y ✓ %i
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
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: October 7, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO.: 0771 -2094
DATE PERFORMED: September 25, '1997
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Dark gray and brown silty clay with organics 107.6 17.7
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
197
1
12 inch roof drain, Line C,
station 15 +24,
103.2
18.3
95.9
2 feet below grade
198
1
12 inch roof drain, Line C,
station 10 +50,
104.4
17.8
97.0
1 foot below grade
199
1
12 inch roof drain, Line C,
station 8 +00, 2
105.3
18.0
97.9
feet below grade
200
1
12 inch roof drain, Line C,
station 5 +00, 1
104.4
18.6
97.0
foot below grade
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
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:
City of Coppell - Garreth Campbell
SHW Group - Joe Craddock
SHW Group - Mike Elmore
TV. ao
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: October 7 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO .: 0771 -2094
DATE PERFORMED: September 24, 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
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
188
1
Natches Trace, station 0 +50, 1st lift
97.7
20.2
98.6
189
1
Natches Trace, station 0 +50, 2nd lift
95.1
22.6
96.0
190
1
Southwest Elementary P.A. approximately
99.6
20.4
100.5
250 feet south, 200 feet west of southwest
corner of building, final
191
1
Southwest Elementary P.A. approximately
96.7
22.8
97.6
200 feet south, 180 feet west of southwest
corner of building, final
192
1
Fire lane approximately 30 feet south, 25
99.7
21.4
100.6
feet west of Natches Trace, final
193
1
Fire lane approximately 60 feet south, 50
95.9
22.2
96.8
feet west of southwest corner of building,
final
194
1
Southwest Elementary P.A. approximately
96.7
23.0
97.6
150 feet south, 100 feet west of southwest
corner of building, final
195
1
Southwest Elementary P.A. approximately
98.0
20.9
98.9
100 feet south, 50 feet west of southwest
corner of building, final
196
1
Fire lane approximately 50 feet south, 30
96.5
20.7
97.4
feet west southwest corner of building,
final
Remarks: All densities meet project specifications unless otherwise noted.
Burl Cooper
Fugro - McClelland Technician
FUGRO McCLELLAND (SOUTHWEST), INC.
Checked by: . '�
SMH /mv
Distribution: Coppell ISD - Mickey Harper
K A Sparks Contractors, Inc. - E. J. Williams (2)
K A Sparks Contractors, Inc. - Jim Schooler
City of Coppell - Garreth Campbell v
SHW Group - Joe Craddock
SHW Group - Mike Elmore