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Earth Mechanics Institute <br /> r. Mining Engineering Department, CSM <br /> Unconfined Compressive Strength <br /> x <br /> Client:Lyman Henn h� L <br /> - :w <br /> Project:Ralston Quarry Water Storage Evaluation <br /> Location:Jefferson County,CO ;'''- 1 :..` '` z _ _'-. <br /> Rock Type:I eons <br /> Rock Name:N/A <br /> Characteristics:N/A ' y, , <br /> Core ID:LH-1Q100.0-100.7 4t <br /> File Name:LH-1 r@100.0-100.7_UCS }telaa Henw. i <br /> Test Performed by:EAS �= w <br /> -3lute: 2.7512011 _ <br /> Date Tested:03/1511 I - - - <br /> C.arr112; G�61.�ilf!ki.101i.7 <br /> Data Reduced by:EAS <br /> Date Reduced:03/16/11 <br /> Core length Diameter LID Failure Load Fallure Stress UCS 2tt <br /> Failure Mode <br /> in cm i. col Ratio a. PSI qi IvIPa <br /> 4.928 12.52 2.390 6.D7 2.06 163,522 36,450 36,905 254A Non-Structural <br /> P-wave S-wave DyoamleE Dynamic static stale. Density,It <br /> fU.rc. nJser fthec mhac kst CPa v ksl CPS, g/cm3 <br /> N/A N/A WA NIA NIA NIA N/A NIA NIA LIVA 178 2.86 <br /> 40000 <br /> I I r I <br /> I 1 1 1 <br /> I I 1 1 <br /> I I I 1 <br /> I I 1 <br /> 35000 ---------------------------L----_-_--_-..--_--_-_-----_-i---____-_-___--_ __ _____-- <br /> 1 I 1 <br /> I 1 1 <br /> 1 I 1 <br /> 1 1 I I <br /> 1 l I 1 <br /> I I I <br /> 30000 <br /> I I I I <br /> 1 1 I I <br /> 1 1 I <br /> 1 1 I <br /> 1 1 I <br /> I 1 <br /> 1 [ 1 1 <br /> 1 [ 1 1 <br /> yy 1 I 1 1 <br /> 1 1 1 1 <br /> In 20Doo <br /> y 1 I 1 1 <br /> 1 1 1 1 <br /> I 1 1 1 <br /> 1 1 I I <br /> I 1 <br /> I I 1 <br /> I 1 1 <br /> 1 I I I <br /> 1 I I I <br /> t0000 I I I 1 <br /> 1 1 I I <br /> 1 I I I <br /> 1 1 I <br /> 1 1 1 <br /> 1 1 1 <br /> I 1 1 1 <br /> moo ________- _______________..-!___-_______________________1__________________'_ ___-___ <br /> 1 1 <br /> 1 1 <br /> I 1 1 <br /> 1 1 • I <br /> I 1 1 <br /> 1 1 1 1 <br /> 0 <br /> D "1 240 340 480 me 720 as aN Iasa <br /> Time(see) <br /> M. <br /> Earth Mechanics Institute,CSM 3/16/2011 <br />