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a <br /> i <br /> i J. H. Kleinfelder & Associates <br /> Job No. S-2314-1 <br /> " <br /> BORING 13 & 14 Plate No. XII <br /> Or Moisture <br /> Density Content Blew * 8-13 <br /> Lbs.'Cu. Ft. ?; Dry Weight Count Description <br /> } 0 CL Dark Brown Fine Slightly Sandy Silty Cla <br /> 40 <br /> CL Mottled Light Brown With White Streaks <br /> 21 ML Fine Slightly Sandy Silty Clay. (Hard) <br /> Brown Fine Sandy Clayey Silt. (Very Stif <br /> 5 ML Brown Clayey Fine Sandy Silt. (Very Stif: <br /> ig <br /> 76 ML Mottled Tan With Rust Stains Clayey Silt. <br /> SP (Very Stiff) <br /> Light Brown to Tan With Rust Stains <br /> Slightly Silty Fine Sand. <br /> BORING TERMINATED AT 11.5-FOOT DEPTH <br /> NOTES: <br /> JI d 1. Boring Drilled on 7-26-78. <br /> 2. No Caving Noted. <br /> LL <br /> 3. No Ground Water Encountered. <br /> c <br /> t <br /> B-14 <br /> a <br /> a 0 CL Dark Brown to Grey Fine Slightly Sandy <br /> Silty Clay. <br /> 68 <br /> CL Mottled Grey to Light Brown Fine Sandy <br /> Silty Clay. (Hard) <br /> -7 ML Brown-Grey Clayey Fine Sandy Silt. (Hard) <br /> J` 5 46 <br /> CL Brown With Rust and Black Stains Silty <br /> Clay. (Very Stiff) <br /> 10 31 CL Mottled Reddish-Brown Silty Clay. (Very <br /> Stiff) <br /> ML Reddish-Brown Clayey Very Fine Very Sandy <br /> Silt. (Medium-Stiff to Stiff) <br /> 15 BORING TERMINATED AT 15.0-FOOT DEPTH <br /> NOTES: <br /> 1. Boring Drilled on 7-26-78. <br /> 2. No Caving Noted. <br /> L O G OF B O R I N G 3. No Ground water Encountered. <br /> 1 - <br />