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PROJ00462
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PROJ00462
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Last modified
11/19/2009 11:43:26 AM
Creation date
10/5/2006 11:56:20 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
FS0036X
Contractor Name
Idaho Springs, City of
Contract Type
Loan
Water District
0
County
Clear Creek
Loan Projects - Doc Type
Feasibility Study
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<br />MATERIALS TESTING SERVICE <br /> <br />. <br /> <br />SCOPE: <br /> <br /> <br />At the request of Dasel Hallmark, of Don Sutherland Associates, <br /> <br /> <br />a subsurface soil-investigation was performed on the water <br /> <br /> <br />storage'_ xeservoiL_located - _in the_Upper~_Chicago_ --Creek basin. <br /> <br /> <br />The- _water cStorage-~reservoir -is -.owned -and::_maintained,-.by~the <br /> <br /> <br />City of _:Iaa:hb~~pr'1ng-s,',Colorado'-> The:.~investigation-was- to - <br /> <br /> <br />determine- the ;soil profiTes, _degree. of saturation, and- sail <br /> <br /> <br />properties in different areas of the dam structure. Soil pro- <br /> <br /> <br />pertie 5- ~o,ille-'4;nv'e st-i--gated '.ow'ere-,-L'iqUidi;ID,dcd']:-,;;:ioci",,' oIrim:its:,,,,, <br /> <br /> <br />Tr iax iai' ,'Shearl 'and, ,gr adati-on~'-DI_=etr-iev.ed: $ample.s,",_-,'The~nti-r-€, , ,~ <br /> <br /> <br />study"wasc,t~ ->det:eElline?the"safet:y~--:o1: ~.:the:->s.tnic.ture"as -,present-iy :.~.~. <br /> <br /> <br />used and/or methods of improving the overal1 structure stability. <br /> <br />;~ <br /> <br />FIELDc'BAMPliING -PROCEDURE :-c -_ <br /> <br /> <br />Subsur:fac.e materials- present cat ~the. site were-explored- and <br /> <br /> <br />sampled through the use of a six-inch continuous flight auger <br /> <br /> <br />and--a speciaL_sampli.ng=spoon-for=:saturated: materr-als.~ Boring <br /> <br /> <br />depths range frbm--_l5 -Ieet -to 35 feet_ dependent upon where a <br /> <br /> <br />refusal situation was encounteredcwhich would not permit fur- <br /> <br /> <br />ther -drilling ..c,. In every _condition_where'-refusal was -encountered, <br /> <br /> <br />an_attempt .wa s -made ~ to -chopc. througho:the -ma t-€r ial- to ~:determine <br /> <br /> <br />if true refusal had been .encountered.- Refusal could be the <br /> <br /> <br />basement--graniteor -a large boulder-which could; not be-broken. <br /> <br />The non-cohesive - soilswere-sampled_-using a sixty-inch spoon <br />s amp l-er -cequi-ped 'Wi th_.:a spiral cosho-E!:~cutt-i:ng- chead; - '__ Addi t-ional- <br /> <br />ENGINEERS <br /> <br />-2- <br />
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