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645-3601 <br />TWIN Cn#TESTINO mD ENGINEERING LABO ORY, INC. <br />ENGINEERS AND CHEMISTS <br />REPORTED TO: <br />662 Cromwell Avenue -St. Paul, Minn. 55114 <br />REPORT OF: DENSITY TESTS OF COMPACTED FILL <br />RESIDENCE LOT <br />G. L. Contracting, Inc. <br />4743 Shady Oak Road <br />Hopkins, Minnesota 55343 <br />LABORATORY No. 11-4696 <br />TEST NUMBER: <br />DATE TAKEN: <br />UNIFIED SOIL CLASSIFICATION: <br />(Moisture- Density Sample <br />Number) <br />LOCATION: <br />iyEP'1Ri BELOW FINAL ELEVATION: <br />P)] <br />DATE: May 14, 1968 <br />1 <br />May 13, 1968 <br />(SP-SM), silty sand, <br />brown, fine to medium, <br />gravelly (1) <br />30's & 20'E of NW <br />corner of excavation <br />10' <br />3" <br />May 13, 1968 <br />(SP-SM), silty sand, <br />brown, fine to medium, <br />gravelly (1) <br />201N & 201E of SW <br />corner of excavation <br />10'�� <br />3" <br />FIELD DENSITY DETERMINATION: <br />Method <br />Density in Place <br />By Sand -Cone Method, <br />ASTM:D1556-64 (-#4 Basis) <br />Dry Density <br />(Pcf) <br />125 <br />131 <br />Moisture Content <br />M <br />9.0 <br />8.7 <br />Plus k4 Material <br />M <br />31 <br />41 <br />LABORATORY MOISTURE <br />—DENSITY RELATION <br />OF SOIL: <br />Method <br />ASTM:D698-66T, Method "A", (-#4 Basis) <br />Maximum Dry Density <br />(pcf) <br />127.7 <br />127.7 <br />Optimum Moisture <br />M <br />9.6 <br />9.6 <br />COMPACTION TEST RESULTS: <br />Relative Density M <br />Specified Density (,°b) <br />98.5 102.5 <br />95 95 <br />REMARKS: The above test locations were selected by Twin City Testing and Engineering <br />Laboratory, Inc. Compaction meets specifications in the above test areas. <br />AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL Rt POUTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHOR. <br />ttATION /OH IIUSLICATION O/ STATEMENTS. CONCLUSIONS OR EXTRACTS ►ROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL <br />Twin City Testing and E <br />By <br />, Inc. <br />