Laserfiche WebLink
<br />~ STS Consultants, <br />CO.MPACTION CONTROL <br />Laboratory Compaction <br /> <br />Ltd. <br /> <br />3650 Annopoli:s Lone <br />MinneoDolis. MN 55447-5434 <br />(612) 559-1900 <br /> <br />REPORT <br />Test D-ata <br /> <br />Project: L E~, Nlrrt1 N ~LJ.I (),t- <br /> <br />Date: ')-"3 - '1 , <br /> <br />STS Job#: ~'" 'l.-X P. <br /> <br />Description of soil: <br /> <br />FINE r~ CoA-eSE 5/t-N{J. l-ITTt...E... SJ'-r. TRA!.E.. <br />- <br />r/Utt_E f.riPrI/EI- -StDw,v <br /> <br />p- , Classification: ~ JIVJ <br />rAN r... 13 A-c K- F I L-L <br /> <br />Material mark: <br />Source of Material: <br /> <br />Natural water content: q.O 7- <br />Liquid Limit: <br /> <br />Natural dry density: 1;2.. ',J. pet <br />Plastic Limit: <br /> <br />Specific gravity: <br />Plasticity index: <br /> <br />Test procedure used: <br /> <br />,+s TY'V\ D-I')'I) 7. ME THo IJ 4 <br /> <br />TEST <br />RESULTS <br /> <br />Optimum water content: 7. 5 7- <br />(at a wet density of' /:3 ~, 3 pet) <br /> <br />Maximum dry density: I A OJ. rg pet <br /> <br />4f.(j <br /> <br />/0. fJ <br /> <br />/1. () <br /> <br />6.fJ <br /> <br />1(:6 <br /> <br />- <br />o <br />o <br />.... <br />o <br />.Q <br />::J <br />(J <br /> <br />I i <br /> i I <br /> I <br /> : I <br /> I I I <br /> I I I I <br /> I ! , , <br /> I I , , <br /> , <br /> I . ,... "-. I I I <br /> -' I <br /> : / ..... I I <br /> , / "- I <br />I 1/ "- I <br />i 1/ , <br />I I "- <br />I I <br />I I "' <br />, I "' <br />I I <br />I '\. <br />I '\. <br />, I "\ <br /> r""\ <br />: '-' \ <br />, I '\. <br />I f <br />I <br />I j <br />I <br />I <br />I <br />I <br />I <br />I <br /> ! I <br /> - <br /> <br />121>.0 <br /> <br />11, 0.6 <br /> <br />11.'1,0 <br /> <br />~ <br />IJ <br />Q, <br />U) <br />"0 <br />C <br />::3 <br />o <br />a. <br /> <br />J2({) <br /> <br />12.7.0 <br /> <br />~ <br />- <br />.iii <br />c <br />I) <br />"0 <br />~ <br />~ <br />"0 <br /> <br />water content - percent of dry weight <br />