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04,2-J00I <br />TWIN CISTING ANo ENGINEERING LABORSORY, INC. <br />ENGINEERS AND CHEMISTS <br />662 Cromwell Avenue- St. Paul, Minn. 551144D <br />+ <br />""PORT OF: DENSITY TESTS OF COMPACTED FILL ` <br />(WXIS RESIDENCE <br />PROJECT: ''' � vXWOOD ROAD DATE: May 15, 1968 <br />i7AYZATA, MINNESOTA <br />REPORTED TO: G.L. Contracting, Inc. CoPlas TORebers Construction Company <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 />DEPTH BELOW FINAL ELEVATION: <br />A 611 URWO:71 DIM <br />3 <br />May 15, 1968 <br />(SP-SM), silty sand, <br />brown, fine to medium, <br />somewhat gravelly (1) <br />10'N and 25'E of SW <br />corner of excavation <br />4' <br />311 <br />4 <br />May 15, 1968 <br />(SP), sand, brown, <br />medium to fine, <br />somewhat gre,,elly (2) <br />30'S and 30"! of W <br />corner of excavatiop <br />4' <br />3" <br />FIELD DENSITY DETERMINATION: <br />Method <br />Density <br />in Place By Sand -Cone <br />Method, ASTM:D1556-64 (44 Basis) <br />Dry Density <br />(pcf) <br />126 <br />124 <br />Moisture Content <br />M <br />8.1 <br />5.8 <br />Plus H4 Material <br />W <br />15 <br />11 <br />LABORATORY MOISTURE <br />—DENSITY <br />RELATION OF SOIL: <br />Method <br />ASTM:D698-66T, <br />Method "A", (44 Basis) <br />Maximum Dry Density <br />(pcf) <br />127.7 <br />117.9 <br />Optimum Moisture <br />M <br />9.6 <br />10.3 <br />COMPACTION TEST RESULTS: <br />Relative Density M 99 105 <br />Specified Density (,�6) 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 CLIE NTR, THE ►URLIC AND OUREELVEE. ALL REPORTS ARE EUEMITTEU A. THE CON►IOENTIAL ►ROP9RTV OF CLIENTS. AND AUTHOR- <br />IZATION FOR RIELIGATION OF STATEMENT•. CONCLUEI O WE OR EXTRACTS FROM CA REGARDING O JR REPORTS 1E REEERVEO PENDING OUR WRITTEN APPROVAL <br />Twin CityTesting and Engi een <br />By <br />