SC-Coppell MSW-LR010927FUGRO SOUTH, INC.
A ��
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD c/o K A Sparks Report Date: September 27, 2001
PROJECT Coppell Middle School West, Coppell, Texas Project No .: 0701 -2192
DATE PERFORMED: September 18, 2001
Density Test Method: ASTM D -2922 & 3017 Method of Compaction: ASTM D -698
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Brown silty clay with some gravel and organics 102.1 20.8
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
14
1
6 inch sanitary sewer crossing between
102.0
24.3
99.9
Middle School and Stadium Stands, 2 feet
below grade
15
1
6 inch sanitary sewer crossing between
101.4
24.0
99.3
Middle School and Stadium Stands, 12
inches below grade
16
1
6 inch sanitary sewer crossing between
102.2
22.6
100.1
Middle School and Stadium Stands, final
Remarks: All densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: S ��
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
a
h �
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell ISD, c/o K A Sparks REPORT DATE: September 27, 2001
PROJECT: Coppell Middle School West, Coppell, Texas PROJECT NO : 0701 -2192
DATE PERFORMED: September 18, 2001
General Contractor: K.A. Sparks
Method of Test Applicable ACI Recommendations and ASTM Standards
Results / Remarks:
Concrete placement observation was performed at the Paving Driveway between Middle School and the
following location: Stadium
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:
Jose Rivera
Fugro South Technician
3:00 a.m.
8:30 a.m.
300
4 -3/4 to 6.0
5.0
Hanson -Plant No: 27
84 — 86 °F
3600/28
12
No
FUGRO SOUTH, INC.
Reviewed By:
SM H /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
�GRO
. M
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
OBSERVATION OF CONCRETE PLACEMENT
CLIENT: Coppell ISD, c/o K A Sparks REPORT DATE: September 27, 2001
PROJECT Coppell Middle School West, Coppell Texas PROJECT NO: 0701 -2192
DATE PERFORMED: September 21, 2001
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:
Paving at approach at Wrangler Road and West
Driveway between Stadium and Middle School, also at
parking lot, north additiion
8:00 a.m.
10:30 a.m.
100
5.5 to 6.0
5.0
Hanson -Plant No: 27
83 - 85 °F
3600/28
10
No
Jose Rivera
Fugro South Technician
FUGRO SOUTH, INC.
Reviewed By: S �k
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl
FUGRO SOUTH, INC.
A URD
2880 Virgo Lane; Dallas, Texas 75229
Ph (972) 484 -8301; Fax (972) 620 -7328
FIELD DENSITY REPORT
CLIENT: Coppell ISD, c/o K A Sparks Report Date September 27, 2001
PROJECT: Coppell Middle School West, Coppell, Texas Project No .: 0701 - 2192
DATE PERFORMED: September 21, 2001
Density Test Method: ASTM D -2922 & 3017 Method of Compaction: ASTM D -698
MOISTURE /DENSITY RELATIONS
Material Proctor Results
Number Description Maximum Dry Density (pcf) Optimum Moisture ( %)
1 Brown silty clay with some gravel and organics 102.1 20.8
2 Dark brown clay 97.3 23.4
TEST RESULTS
TEST
PROCTOR
LOCATION
UNIT DRY
MOISTURE
PERCENT OF
NO.
NO.
WEIGHT
CONTENT PERCENT
MAXIMUM DENSITY
17
1
Paving subgrade at the approach at
100.8
21.6
98.7
Wrangler Road and West Driveway, final
18
2
Paving subgrade at the approach of West
94.1
25.8
96.7
Driveway and north parking lot, final
19
2
Paving subgrade at east parking lot area,
95.1
23.8
97.7
north addition, final
Remarks: All densities meet project specifications unless otherwise noted.
Jose Rivera
Fugro South Technician
FUGRO SOUTH INC.
Reviewed By: S !�
SMH /bg
Distribution: K A Sparks Contractors Inc. — Jim Schooler
K A Sparks Contractors Inc. — Jerry Jones (Fax: 972 - 393 -1228)
City of Coppell - Lee Stone
City of Coppell - Garreth Campbell
Coppell ISD - Mickey Harper
SHW Group — Mike Elmore
SHW Group — Dale Lilljedahl