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<br />\J <br /> <br /> N O R T H W E S T C OLORADO CONSULTANTS <br />I~. <br /> <br /> <br /> <br /> <br />126 <br /> <br /> <br /> <br /> <br />IU <br /> <br /> ZERO AIR VOID CURVES <br /> <br /> I <br /> <br />ns SFECI FI C GR-VI TY = 2. 80 <br /> SPECIFIC GRAVITY = 2.70 <br /> <br /> SPECI PI C GRAVI TY = 2 <br />60 <br />Iz . <br />U II• <br />a. <br /> <br />r - _ . _, <br />F <br />~ 1•• <br />z Checkpoint Proctor <br />W <br />~ Dry Den.9ity = 89.8 pcf <br />~,,, \ _ ` Moisture. Content = 2L4 7 <br />Q IN Samples obtained B/25/92 <br /> from cut above stet on 7°.rF00 <br /> (Haul Read C) <br /> I <br /> <br />•s <br /> <br /> i <br /> <br /> <br />•• I <br /> <br /> <br /> <br /> <br />2S <br /> <br /> <br /> <br /> <br />2• <br />• 6 1• 16 L• 26 ]• J6 ~• <br />MOISTURE CONTENT -PERCENT OF DRY WEIGHT <br />Location. Poad 005/Dam Seneca II west. Haydea. Colorado MOISTURE -DENSITY <br />Hole No.: -- Depth - Snmple xe.: 1 RELATIONSHIP <br />Soil Deacriptlon: Clay, Dark Hrown <br />Nazimum Dry Den~ty: 99.0 pef Opt. Moisture Content: 21.0 7. Procedure: ASTM D09B <br />Liquid Limit 40 S Plasticity Indez 24 ro Date: 8/24/92 <br />CraveL• -- Send: - Silt d2 Clay (-200j: 99 R ]ob No. 92-1100A <br />