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Test ' <br />Teo Hole 1 <br />| <br />. Depth: 21/2 ft <br />Sample Description: Dark Brown Fat Clay <br />Moisture Content: 30.4 % <br />Dry Density: 90.3 |ba/ft <br />Swell: 0.4 % <br />Sws <br />U <br />V <br />1.00 <br />2.00 <br />CONSOLIDATION( %)SWELL <br />w '. <br />IV � 1 <br />O 0 0 0 0 <br />/ /} <br />i! / <br />| ' '. <br />/ � <br />| ' <br />� <br />| <br />/ ) <br />Added <br />\kaba <br />D---- <br />| <br />| <br />i <br />. <br />( <br />' <br />i <br />`�. <br />! <br />1 <br />' <br />' <br />/ <br />. <br />-6.00 <br />/ | <br />/ <br />' <br />| <br />! <br />01 1 10 100 <br />LOAD (KSF) <br />' <br />—_ <br />0.1 1 10 100 <br />LOAD (KSF) <br />Test Hole 2 | <br />` ' / <br />Depth: 2 1/2 ft <br />Sample Description: Brown with Rust Lean Clay with Sand <br />Moisture Content: 20.0 % / Dry Density: 106.2 |ba/ft <br />Swell: -- 96 <br />Sws <br />U <br />U <br />1.00 <br />0.00 <br />ij OO <br />- 1. <br />CO <br />'2� OO <br />o <br />-lOO <br />zi <br />-4.00 <br />� <br />m <br />-5.00 <br />Added! <br />i | <br />| <br />| <br />i <br />| <br />( <br />' <br />i <br />`�. <br />! <br />1 <br />' <br />' <br />/ <br />. <br />-6.00 <br />/ | <br />/ <br />' <br />| <br />! <br />01 1 10 100 <br />LOAD (KSF) <br />3521 W. Eisenhower Blvd. <br />Loveland, Colorado OO537 <br />970-667-6286 <br />' Client: <br />Project No.: <br />Divide Construction <br />OCONST-J8B-09-709 <br />DRAWING NO.: <br />