Country Estates-LR 920915Rone Engineers
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GENERAL REPORT
PROJECT: Country Estates
REPORT NO.: D2211A-1$828A
REPORT DATE: 09-15-92
SAMPLE DATE:. 08-18-92
CLIENT: H. T. Ardinger, C/O Nathan Maier
REPORT OF LABORATORY TESTS
performed under Standard Test Method ASTM D698 for
MOISTURE-DENSITY RELATION OF SOILS
Using A 5.5 LB Rammer and 12-Inch Drop
METHOD A
Source of Material: On Site
Material Description: Tan Brown Clay
Laboratory Results
Maximum Dry Density, Lbs. per Cubic Foot: 108.2
Optimum Moisture Content, Percent: 16.5
Additional Data
Liquid Limit (LL): 42
Plasticity Index (PI): 24
Material Finer than No. 200 Screen, Percent:
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Rone Engineers
Rone Engineers
Geotechnical Consultants
Materials Testing
Rone Engineers
GENERAL REPORT
PROJECT: Country Estates REPORT DATE: 09-15-92
REPORT NO.: D2211A-18828B SAMPLE DATE: 08-18-92
CLIENT: H. T. Ardinger. C/O Nathan Maier
REPORT OF LABORATORY TESTS
performed under Standard Test Method ASTM D698 for
MOISTURE-DENSITY RELATION OF SOILS
Using A 5.5 LB Rammer and 12-Inch Drop
METHOD A
Source of Material: On Site
Material Description: Dark Brown Silty Clay
Laborator Results
Maximum Dry Density, Labs. per Cubic Foot: 107.8
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Optimum Moisture Content, Percent: 14.9
Additional Data
Liquid Limit (LL): 30
Plasticity Index (PI): 14
Material Finer than No. 200 Screen, Percent:
RONE ENGINEERS, INC.
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Rons Engineers
Rorie Engineers
Geotechnical Consultants ,
Materials Testing
RoneEngineers
GENERAL REPORT
PROJECT: Country Estates
REPORT NO.: D2211A-18828C
CLIENT: H. T. Ardinger C/O Nathan Maier
REPORT DATE: 09-15-92
SAMPLE DATE: 08-18-92
REPORT OF LABORATORY TESTS
performed under Standard Test Method ASTM D698 for
MOISTURE-DENSITY RELATION OF SOILS
Using A 5.5 LB Rammer and 12-Inch Drop
METHOD A
Source of Material: On Site
Material Description:'iTan, Sandy Clay
Laboratory Results
Maximum Dry Density, Lbs. per Cubic Foot: 108.8
Optimum Moisture Content, Percent: 15.8
Additional Data
Liquid Limit (LL): 41
Plasticity Index (PI):, 25
Material Finer than No. 200 Screen, Percent:
RONE ENGINEERS, INC.
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Rorie Engineers
Rone Engineers
Geotechnical Consultants
Materials Testing
RoneEngineers
GENERAL REPORT
PROJECT: Country Estates REPORT DATE: 09-15-92
REPORT NO .: D2211A-18828D SAMPLE DATE: 0818-92
CLIENT: H. T. Ardinger C/O Nathan Maier
REPORT OF LABORATORY TESTS
performed under Standard Test Method ASTM D698 for
MOISTURE-DENSITY RELATION OF SOILS
Using A 5.5 LB Rammer and 12-Inch Drop
METHOD A
Source of Material: On Site
Material Description: Gray, Sandy Clay
Laboratory Results
Maximum Dry Density, Lbs. per Cubic Foot: 104.9
Optimum Moisture Content, Percent: 17.9
Additional Data
Liquid Limit (LL): 49
Plasticity Index (PI):~ 30
Material Finer than No. 200 Screen, Percent:
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RONE ENGINEERS, INC.
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Rone Engineers