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1~~ , . <br />~•'. '~.,..~, "'11 •I <br />;. , ::.•'.~:,;::..;; ~~ WESTERN <br /><;S`,:r...;~?~';~,:.~ ~ COLORADO <br />TESTING, <br />h.: <br />' INC. <br />M~-~Cik: ,' .. <br />~(;'a.:y~.ill ~V~:%•%..::.::- <br />SOIL /AGGREGATE` '~```'_ "•~°' <br />a i{; ~\ <br />1 j illy: <br />•~ <br /> <br /> <br />Client: !~r~u. rJt ~ ~ <br />, !~• ,~~ ' . • ! ~ ~;,,~ • , i, t ,,; -, Test Loca6Dns Designated By: T Job M' - <br />' Project: G_~•~ J T F <br />' l'o :1 ~ ~- t ~~ Authorized By: (/'-~ ~ % / ~r ' ~~ : ~ ~' ~ - Date: _ <br />Location: '' }~ ' -'~- ' . ~~ Tested/Calc'd By: ~" ~ ~ '4 Date: _- <br />- ~ Type of Material: ~uy 5 ~ `'mot ~-- 9eviewed By: Date: _ <br />Source Di Material: ~. :. ~ ' -i ~ • ~ ~ i Moisture/Density fielationship /~ (:^> ~~ Methai <br /> <br /> <br /> .. <br /> <br />... . •.. <br />'C <br />;' ,,. ,:I <br /> <br /> <br /> '.' <br /> <br /> .-, <br />Test <br />No. <br />Date <br />Location Gf Test Hole <br />° ~ it-~ z- ';l:).(-/ `'c- <br /> <br /> ~' 1 ~ ~ <br />'/4 ~ 1 ~ ~~ i . ~ / -' ~ <br />i ~ f ~' J ~ ,r 7 <br />'~,/ L 'mli~l -/ ~ <br />.Test <br />No. <br />'" Moisture <br />Density <br />Lsb No. Optimum <br />Moisture <br />% Max, Dry <br />Density <br />pd In Place Characterlstles <br />Moisture Dry Density <br />% pcf Relative <br />Compaction <br />% Wlthln <br />Specs <br /> <br />~~ 7.3 i~/• Z ?~~. L/ <br />-,, ,~. Y .,. , ~,. F ~ <br />i2 io.~ l3 Y It/./ <br />L.=- -- ir. 3 ice, r 17.'-l <br /> <br />~- ~ ~ 'Comments <br />1. Sultgrade <br />. jta <br />'.I A ~:' ~•.•'. S'J 2 Subbase Fill <br />r~ ~ ~ ~' 3. Base Course <br />4. Backfill <br />5. PevemeM Area <br />' ~ ~ ~' 1 6. Below Footing Bottom <br />~~ 7. ADOVe Footing Bottom <br />i <br />'': ~. <br />y'~ . CopieSlA?'w <br />6, 700%min. req'tl <br />Y. 96%min, req'd <br />10. 95%min. req'd <br />~ 11. =90% min. req'd <br />12. _%min. req a <br />13. Moisture raq'd + / - <br /> _% of optimum <br />WNRE -WCT <br />14. Testetl D-1556/AASHTO T-217 <br />15. Tested ASTM D-2922/D-3017 <br />~Testetl ASTM D-2922/AASHTO T-217 <br />17. Rock wrrection applied to maximum <br />tlry density AASHTO T-224 <br />18. Other <br />YELLOW-ENGINEER PINK-CONTRACTOR <br />lA Tested locations a- i <br />20. SpeciOCations Unkno; <br />21. 92-96%Compactior <br />Datum 7 r~ ~_'-1 <br />Nob: Tilts neportsd hr <br />s continuous monilor''T ~ <br />dompacllon operational <br />apply only to the ach <br />GOLD - WCT FlELD/LR.- <br />