SC-Coppell MSN-LR 971027FUGRO- McCLELLAND (SOUTHWEST), INC.
FIELD DENSITY REPORT
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
CLIENT: Coppell ISD REPORT DATE:
October 27, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas
PROJECT
NO.: 0771 -2094
DATE PERFORMED: October 22, 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
204
1 Parking lot at northwest corner, 50 feet 94.2
21.4
95.0
west and 50 feet south of northeast corner
of parking, final
205
1 Northwest parking, 50 feet east, 50 feet 97.9
21.0
98.8
south of northwest corner of parking, final
206
1 Northwest parking, 75 feet east, 100 feet 98.2
19.4
99.1
south of northwest corner of parking, final
207
1 Northwest parking, 20 feet east, 125 feet 99.5
20.2
100.4
south of northwest corner of parking, final
208
1 Northwest parking, 225 feet south, 50 feet 100.3
19.6
101.2
west of northeast parking, final
209
1 Northwest parking, 15 feet west, 50 feet 95.4
21.6
96.2
north of Dock area, final
210
1 Northwest parking area, 50 feet west, 175 99.8
18.7
100.7
feet south of northeast parking, final
Remarks:
All densities meet project specifications unless otherwise noted.
Jose Rivera
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
�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: October 27, 1997
PROJECT Coppell Middle School North Sitework Coppell, Texas Project No .: 0771 -2094
SAMPLE DATE: October 17, 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 (Cortez)
523392
CONCRETE SUPPLIER:
Pioneer
56
PLANT/TRUCK:
27/648
70
MIX ID NUMBER:
9351
COMPRESSIVE
AIR ( %) (ASTM C -231) :
5
4:15 pm
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM c -143) :
5
Paving:
Northwest parking lot
REMARKS:
Technician: Daniel Myers 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
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)
CNS 117
7
10/24/97
120000
4244
3000/28 days
CNS 118
28
11/14/97
CNS 119
28
11/14/97
CNS 120
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making &
Curing:
ASTM C -31
Testing ASTM C -143, :Types of
Methods: ASTM C -39 Fracture: A® B C D
REMARKS:
Technician: Daniel Myers 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
FUGRO- McCLELLAND (SOUTHWEST), INC.
M
■ w
S
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 27, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
523403
CONCRETE SUPPLIER:
Pioneer
56
PLANT /TRUCK:
27/653
70
MIX ID NUMBER:
9351
AGE
AIR ( %) (ASTM C -231) :
4.5
5:30 am
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM c -143) :
5
Paving, west
central parking lot elementary school
CNS 121
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 121
7
10/24/97
130000
4598
3000/28 days
CNS 122
28
11/14/97
CNS 123
28
11/14/97
CNS 124
Hold
Fracture mode is (A) unless otherwise noted
Specifications:
Making & ASTM C -31 i Testing ASTM C -143, Types of
Z
Curing: Methods: ASTM C -39 Fracture: A® B® c D
REMARKS:
Technician: Daniel Myers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked thy:
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
G
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 27, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 17, 1997
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C -1064)
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
523414
CONCRETE SUPPLIER:
Pioneer
57
PLANT /TRUCK:
27/758
71
MIX ID NUMBER:
9351
6:10 am
AIR ( %) (ASTM C -231) :
4.3
6:45 am
WATER ADDED (gal):
10
Clear
SLUMP (in.) (ASTM c -143) :
5.5
Paving:
Parking lot driveway Southwest corner
of building
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 125
7
10/24/97
117000
4138
3000/28 days
CNS 126
28
11/14/97
CNS 127
28
11/14/97
CNS 128
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: Daniel Myers
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
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 27, 1997
PROJECT: Coppell Middle School North Sitework Coppell, Texas Project No.: 0771 -2094
SAMPLE DATE: October 17, 199?
CONTRACTOR:
TICKET NO.:
AMBIENT TEMP. (°F):
CONCRETE TEMP. ( °F) (ASTM C- 1064):
TIME BATCHED:
TIME SAMPLED:
WEATHER CONDITION:
LOCATION OF PLACEMENT:
Cortez
523441
CONCRETE SUPPLIER:
Pioneer
65
PLANT /TRUCK:
271
75
MIX ID NUMBER:
9351
9:00 am
AIR ( %) (ASTM C -231) :
5.3
10:00 am WATER ADDED (gal):
20
Clear
SLUMP (in.) (ASTM C -143) :
6
Paving:
Approach south driveway and north driveway
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 129
7
10/24/97
95000
3360
3000/28 days
CNS 130
28
11/14/97
CNS 131
28
11/14/97
CNS 132
Hold
Fracture mode is (A) unless otherwise noted
Specifications: Making & ASTM C -31
Testing ASTM C -143, Types of
Fracture: Z
Curing:
Methods: ASTM C -39 A® B® C D
REMARKS:
Technician: Daniel Myers FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked B1
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 (SOUT HWEST), INC.
GRO
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
LIME STABILIZED SOIL PULVERIZATION REPORT
CLIENT: Coppell ISD REPORT DATE: October 27, 1997
PROJECT: Coppell Middle School North Sitework, Coppell, Texas PROJECT NO: 0771 -2094
DATE PERFORMED: October 21, 1997'
Contractors On Site: K. A. Sparks Contractors Inc.
Remarks: Pulverization /Gradation tests were performed. Locations and results are listed below:
1
2
3
4
5
6
LIME STABILIZED SOIL PULVERIZATION TEST RESULTS
Percent Passing Percent Passing
Location 1 3/4" Sieve #4 Sieve
Northwest corner of northwest parking 100 65
area
100 feet south from northwest corner
area
200 feet south from northwest corner
area
300 feet south from northwest corner
area
100 feet east and 100 feet south from
northwest corner area
250 feet south and 100 feet east from
northwest corner area
Project Requirements:
SPECIFICATIONS: SDHPT Item 260.4 (1972) #4 Sieve
SDHPT Item 260.4 (1982) 3/4" Sieve
100
100
100
100
100
Minimum 100%
65
64
64
66
63
Minimum 60%
Scott Rogers
Fugro- McClelland Technician FUGRO- McCLELLAND (SOUTHWEST), INC.
Checked By: l
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
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell ISD REPORT DATE: October 27 1997
PROJECT Coppell Middle School North Sitework, Coppell, Texas PROJECT NO: 0771 -2094
DATE PERFORMED: October 21, 1997
General Contractor: K. A. Sparks
Method of Test Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the
following location:
Time placement began:
Time placement ended:
Total cubic yards placed:
Slump range (inches):
Slump required (inches):
Concrete supplier and plant:
Concrete temperature range ( °F):
Strength required (psi /days):
Number of cylinders made:
Superplasticizer used:
3 Drives or approaching 2, from Natches Trace to
parking area and 1 connecting 2 parking areas at north
end.
7:15 A.M.
12:45 P.M.
370
4.75-5.0
3 -5
Pioneer - 74
71 -75 °F
3000/28
16
No
Scott Rogers
Fugro - McClelland Technician
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