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21 <br />2, <br />Dry Density <br />Ib/1; 1; <br />Moisture I <br />Content slow/ <br />% Ft. <br />Sample <br />I No. I USCS <br />DESCRIPTION <br />3C <br />-=-]grown Sandy Silty May. <br />-9� <br />Tan Very Silty Fine Sand/Sandy Silt. <br />60 <br />Tan Slightly Silty Fine Sand. <br />!SM/,1111 <br />Grades Tan -Brown Clayey Sand/Silt with <br />U. <br />1 <br />Coarse Sand Lenses. <br />�M <br />Grey to Tan Sandy Silty Clay with Minor <br />bb <br />Loose Sand and Gravelly Layers. <br />127/6" <br />I � <br />!I <br />it <br />FL <br />Grades Very Sandy. <br />BORING TER41mTED AT 90 -FOOT DEPTH. <br />70- <br />75- <br />8G- <br />1. Boring drilled on 5-1-85. <br />2. No free groundwater encountered. <br />8 <br />3. No caving noted. <br />.90- <br />Dry Density <br />Ib/1; 1; <br />Moisture I <br />Content slow/ <br />% Ft. <br />Sample <br />I No. I USCS <br />DESCRIPTION <br />-=-]grown Sandy Silty May. <br />rM7&% <br />Tan Very Silty Fine Sand/Sandy Silt. <br />1 <br />I <br />Tan Slightly Silty Fine Sand. <br />!SM/,1111 <br />Grades Tan -Brown Clayey Sand/Silt with <br />31 <br />1 <br />Coarse Sand Lenses. <br />�M <br />Grey to Tan Sandy Silty Clay with Minor <br />! i <br />Loose Sand and Gravelly Layers. <br />127/6" <br />I � <br />!I <br />it <br />FL <br />Grades Very Sandy. <br />BORING TER41mTED AT 90 -FOOT DEPTH. <br />NOTES: <br />1. Boring drilled on 5-1-85. <br />2. No free groundwater encountered. <br />3. No caving noted. <br />J.H. KLEINFELDER & ASSOCIATES <br />GEOTECHNICAL CONSULTANTS - MATtRIALS ItSIING k" <br />PROJECT NO. S-2594-1 <br />)It$, & I NORM R-2-1 <br />LOG OF BORING NO. 1 im <br />III <br />