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~ Construction Technical Services, Inc. <br />3217 West Hampden Avenue <br />Englewood, Colorado 30110 <br />Phone: (303)783-9965 <br />Fax: (303)783-9964 <br />Project No.: HA 01-012 <br />Sample ID: 702 <br />Sample Location: <br />' Soil Description: <br />AASHTO Classification: <br />I , <br />~~ <br /> <br />i~ <br />GRADATION -SOIL & AGGREGATE <br />Ptoj. Name: 25th Ave. Slurry Wall (27630-001) Sampled By: HA <br />Lab Tech: JWA Test Date: 5-Jut-Ol Sample Date: 23-Jun-Ol <br />HA-4H, Hl <br />silt & sand <br />Group Index <br />Checked by: wsc ~ <br />Q O .O O O S O <br />m i`I ~ O O O O O O O <br />N - ~ Z Z Z Z z z z <br />100 <br /> I I I f I I: I! I I I I I ;i ! I I I : I <br /> ! I l: <br />~ II ~'' ! I1 I 'I I I I i <br /> l i I ll I i, I ~! l l ~ 1 I <br /> I I I I ~' :~ i ~ I I : ; ,~ I :~ I ; I ; ~ <br />8o I l l l i, I: ~~ :~ I i s I i I l l s, i I II <br /> ~ I I ~ . i I I li . ~ I I <br /> I I I I I I I I I I ~ I ~ ~ ! <br /> I <br />~ ~~ I. I I I i I I '~ ~ I <br /> tt <br />f l :I ~ I I •~ ! I ~ <br />60 l i I !: a i I <br />~ I ~: I ~ I I I :. I I 1 1 : 1 1 <br /> II II! I I . <br />~ ~ ~ I ~ ~ ~~ i :I 1 I <br />Z I I I I I I '~~ I I I <br /> ~ <br /> I l I ;: a I I i I i ~ <br /> <br />0. i, ' <br /> I I 1 <br />' 1 1 ' I I I ,I I I ~ I <br />40 I <br />I li I is <br />i :~ I I I <br />.! ~~ I <br />I <br />I '~ <br />~~ I <br />I :I <br />: I <br />I I I <br />~ i <br />I I I <br /> l i ~ :i!~I l;l I I I I :~ I ' <br /> I! ~ a l l y ~: ~ ~ ' i I I ' I ~ <br /> I li" 1 I .Ill : I II II I I ' ll <br />zo I II I ~ :II~IC I ! V II I ~ I II I I <br /> I I~~ 1: Gill : I I I I I I • ' l i <br /> I lil I I' :VIII; i II ~~ i : I II ~~ <br /> i I I ~ :~ I l l ~i: ~ I I I I ~i ~ I~ ' I <br /> i ll ' ~i ,' . I i~ I I I! I :~~ f I I~ ` I I I ~~ <br /> <br />o I II I i :Ili <br />' <br />, I! I ll I,~ I i l: i l i I I <br /> <br />O P~ r` O N <br />~ y! N O N N <br />O N C N r ~ Q ~ <br />N N- - P e N O O O O <br />SIEVE SIZE, mm <br />Rev. 2. IOCS/00 CONSTRUCTION TECHNICAL SERVICES, INC. <br />I <br />m I m <br />N <br />~ N <br />L <br />v I ^~ <br />3"' <br />,.; <br />."; <br />3/4" <br />IR" 199.3 <br />3/8"~ 97.1; <br />q4 93.6 <br />NSf 9L6 <br />~10~ 9LU <br />SI61 89.2' <br />%30'~ 34.9' <br />%40182.01 <br />~i0i 73.6 <br />aloo To.4: <br />3?001 j3.4• <br />GradPlo[ <br />