Laserfiche WebLink
u <br />~J <br />• <br />N O R T H W E S T C O L ORADO CONSULTANTS <br />STEA <br />lao lD3 0A T SP RIId GS COLORADO <br /> <br /> <br /> <br /> <br />izs <br /> <br /> <br /> <br /> <br />i2o <br /> <br /> ZERO AIR VOID CURVES <br /> <br /> sPOCtF'tC cRAVm = 2eo <br />ll6 <br /> SPECIFIC GRAVITY = 270 <br /> <br /> ~ 5PECQ~'[C GRAVITY =280 <br /> I <br />llo <br /> <br />U <br />6. <br /> I <br />Y~ <br />F <br />~ ta6 <br />~ I <br />0 <br /> <br />o: <br />0 <br />goo <br /> <br /> I <br /> <br /> <br />9s <br /> I <br /> <br /> <br /> I I <br />00 <br /> <br /> I I I I I I <br /> I I n <br /> I I <br />es ~ <br /> <br /> I <br /> <br /> I <br />so I <br />o s :o is 20 2s ao as <br />MOLS-PURE CONTENT -PERCENT OF DRY WIIGHT <br />Job Name: Beul Road Y-B MOISTURE -DENSITY <br />Location: on~Site (sta. 16+00) Sample No. P7 RELATIONSHIP <br />Soil Description: Sandy Clay <br />steximum Dry Density: IO6b pd Opt. Moisture Content: 19.6 .: Procedure: AS'fld 0898 <br />Liquid Limit:.'2 ° Plasticity Iadez: l6 7. Date: 7/1/96 ~' <br />Grave]: x Saad: 20 7. Silt & Clay (-200): 80 S lob No. 95-2984 <br />