Laserfiche WebLink
NORT H W E S T COLORADO CONSULTANTS <br />STEAMBOAT <br />153 RI NGS COLORADO <br /> <br /> <br /> <br /> <br />150 <br /> <br /> <br /> <br /> <br />145 <br /> <br /> ZERO AIR VOID CURVES <br /> <br /> SPECIFIC GR <br />VITY <br />2 <br />80 <br />1ao = <br />. <br />A <br /> SPECIFIC GR <br />VITY <br />2 <br />70 <br /> = <br />. <br />A <br /> <br /> <br />w SPECIFIC GRAVITY = 2.60 <br />U <br />a 136 <br /> <br />y.' <br />E <br />.. <br />z <br />w <br />a <br />130 <br />~ <br />Q' <br />. <br />C] <br /> <br /> <br />126 <br /> <br /> <br /> <br /> <br />120 <br /> <br /> <br /> <br /> <br />115 <br />0 <br />M <br />OI <br />ST <br />UR <br />E 6 <br />CO <br />NT l0 16 20 <br />ENT -PERCENT OF DRY IPEIGHT <br />Job Name: Batch Aeigb Loadout Haul Road D'IOISTURE -DENSITY <br />Sample Location: Tellier Pit sample No. 2 ION <br />HIP <br />Soil Description: Pit Run Sanda and Gravels RELAT <br />S <br />Maximum Dry Density: 139,0 pcf Opt. Moisture Content: 7.0 7. Procedure: ASTM D3557 <br />Liquid Limit: NV% Plasticity Index: NP% Date: 9/24/02 <br />Gravel: 41 9. Sand: 44 7. Silt & Clay (-200): 15 % Job No. 02-5023 <br />