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LOG OF BORING NUMBER <br />B-20_ _ <br />PpO ECT NAVE <br />4A('MITE'_T E.` J..v EEQ <br />STS Consultants LIO Loehmann' s Plaza Mer i l a S As soc i a tes <br />UNCONFI%ED COMPRESSIVE STRENrTH <br />County Road B-2 at Fairview Ave., Roseville, MN TONS FTI <br />2 3 4 5 <br />J <br />'v I PLASTIC WATER 0000 <br />L I LIMIT t CONTENT ♦. LIMIT 's <br />4 i OESr ..FTICa O!' �c-'Epit. ><-.__.-....♦o��.�.� <br />> vO 10 20 30 40 50 <br />m <br />< < C 2 J STANDARD <br />Ir.URFACELEVATION EVATION 923 . 4+ PENETRATION BLOWS FT <br />10 20 30 40 50 <br />1 SS I I (Silty clay, asphalt and gravel, <br />trace organics brown to black - <br />2 SS moist - loose - ' fill <br />Clayey silt and silty clay topsoil, <br />little sand mixed with debris - <br />3 ST brown and dark brown - moist <br />medium dense - ML & CL - fill A126.5 <br />Sandy clay, trace gravel - brown - , <br />4 SS moist - stiff <br />- (CL) - fill �9 <br />Sandy silt, trace organics, trace <br />Clay - dark brown to black - <br />moist - loose - (ML-OL) - fill or 125. 01 .01" <br />5 ST buried to soil <br />Sandy clay, trace gravel - brown - <br />moist - very stiff - (CL) <br />I ty c ay, itt a san , trace <br />gravel - grayish brown - moist to <br />6 SS ji <br />+ wet - stiff - (CL) <br />i End of boring at 16.0 ft. <br />(Boring augered full depth. 0 C libr$ted Pene Vrome�er <br />THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES IN SITU. THE TRANSITION MAY BE GRADUAL. <br />WL 14.0 f t . WD WS OR WD BORING STARTED <br />r- — 1 1-29= 84 STS OFFICEM i nnea o l i s M i nnesoi <br />WL _— BCR_ _ ACR BORING COMPLETED _1 1-29-84 DRAWN BY KC SHEET NO. <br />_ _ 1 OF <br />WL RIG crtE- 45 FOREMAN RL APP'D BY DSW STS JOB NO <br />BL. ,.,� 93492 <br />