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Home My WebLink AboutPermit Field Test & Inspection Report 2000-4-5 MORTIER 1 .GINEERING, gC. -- 1245 PEARL STREET E:UGENE. OREGON 97401 PHONE (541) 484-9080 . FAX J541) 484-6859 TOLL FREi: IN OREGON 1-877-661-9959 , t .......-~ - ~ . .. ".... ,\\. ~ \ 0"+ 3. ).....C>....,~LI<->..... ~ -''I1JIt(;}f ,~,l=h ~ fW' ~ '~ '" , '"i~1 , ." Apr-07-00 08:57A Mortier Eng & Bui Idlng. u~ , " '" - ..... ...''q-' .. .. StRU BUll-DING DESIGN · 'FIR~E F'RQ' ,',8~. CODE CONSULTANT · PLAN ll;H 9' .. \Y CONSTRUCTION INSPECT'10Nf $. -" I . .; .. '\> Masada D'evelopme,nt 21811 Wisconsin St. . .Eugene, OR 97402 , ,(!l _ ~ ~:~ ~ ~ . h . ~ " ~ ~ April ? 2000 , .' . ". ,RE: ,,92B S, 6th St. ~ E~cav<!lion, Fill and Compaction Inspection . W,Q, #12624-RDR""', :: . r~l~ tl j) \-:...'>.. l' "-. ~ i . ,~ -" " As you requested, an inspection has beenl-made during the J~erformance of the eXCJ~vation andl''Placement. pf grat'el...fill ,on this, site in p[eparatL~n for the construction intelving foundations for the, propos~'d)e$idence, The excavation involved removal 01 surtace orgapic soilf'na\ive impermeab.le clay, and .other unsuitable material to a suitabl~ bearing layer of a clay-rock composite, and the placement of. 24" maximum of 1 %" minus' , c.rush~d ro~k in/aCcordance with our'standard procedures. The compacted surface..of the. crusli~d rock is adequate for a foundation bearing capaCity of 150,0 psf, which is 'adequate to support t!:la' proposed cOl)ventional wood frame residence.. The cQmpaction of the gravel surtace' is greater than 95% ,of a staRdard proctor per ASTM 0698-91. See attached data sheet.' , · '., . ;' " J~i'" , , I hope you 'find this rep~rt' ad~~~'ate for your purposes at this ,ti~e Thank you for this opportunity to be of service:.1f you have further questions, please do n6t hesitate to contact' me at 484-9080. 4" ;'f.,: ,# t:. ~ .~ " I"'~ ,,- ,~,:,~\ ~ 1('. <L': , , it , .J 'J ~P' -'!' . .. ~. ,i). ~ -?..... ~ . . ... ~ " , '" ,~ .~ '",,", / .' '> .~ ~ ..,~- .)' / .;,~ . , .~~~, 1..>;",,-.~~~4;-, ,~,~~~: 1;~:.. , 1 . , ' .. . .., ~ y ". .' , . . ~ / " /I .' 1 rV' / fI , ,t..,,,.. " ..r:.__- ~; ", >. jfl 4 J.JlI' 'ld' D~ (541)4B4-hBS9 Apr-07-00 OB:57A Mort;er Eng & BUl lng = y .. , P.03 1\1()Rl'IEn ENGINEEJ{IN(;r P.(~. ','dl'(,~lJliAl BUll (JIr.,;( , 1)/ . ,I( .I~,'. 1 1I~[ f'ROn'-C1ION CODL COI\!~,lJ{ I ANT. PLAN CHfCKING CON', T 81 1( 1 ION INSI,'ECTION 124~ PE:ARt STH( r I f UGCNF, OREGON (il~OI PHONe (541) 484 qOflO. r ^ \ 1',1, 1) ~84 w",q .' - .~ ) ,~ ,s- '. ' )-.Jl , 1'f"' ~~ 'Tl~_ ~'~-.:'" ~ !:~~ ~' , , b !",,"'4;'.. Per ASTM' 0 1556 '! · , , . .:.- ~ 0;.. . .. .,. . TE:;TI!J!)Me?,~~ . .i- ''''f vv,.p # J:L~4. 't" CiA TE ()~'TL Sf. '-:/ ~;/~_ "f.!::S r-L.~X~A lif('('7-9:l'" 6L.,~ ,/;7;''lb _( rJn.j-r;;'/J 7FST Id~,:~"J r~ __ ~w "'~-f.\. '. _' .,... 'j,~ 'tjj ", \' j ,/'/,'" . A.TfJR~1i-~~~'(BI'If:.' rJj,;'i;crv".',,"~, 1.2 ' . . ht:~ (.r 11.>:.'- r ~l.r /, ~_ .i!J""i~~ -~".'" '4~4 . -4 \' ~ ~,'~ Spr..4n4f!'r:lJ rJCl-rf'i r '/.. / r. . j' :j ~1J1,r .\A'tIG,H1)1@F SAND U5~D PaR THr~ SAMPLt I .: " r. - ''1'' Jt -.... . f. / I' -" ~ '''-. -<<I,. _ , , ,to . . -. '-" , ,.J 1's (ga~(d'Y,;-"/~ 7Xl.pJ '" . , \,~~: ' < 'V6~t1ME oFjgeN~~(Vl) == 0 b3~9 ft~ .... .... .~..... ': t;;;'': 'J. w-. ':;'- ~ ...~, ~ ~.. ~ .. ",J. ~( #- 'r~ ~ .,.)P;:... ~ . ',,: ~"~'~~'" _ ~ - ~ J l, -.f ".',.. +, r-_ ~s.,~:+. ' . - .- i~ST DATA', , -. ....~,. ol. 0.,' f *- -- ." ~~ t -'/f)(tial ~elWlf of Jar + Sand (WI) 'J~flt of Jar + Sand after fes~ (W2) ~ .volume of hole, Wl-W2. Vl ~ V2 1 '~ Ps Weight of soil sample (WJ) -::t. ~,.~ - " ~ '. .' ~ . ~ J \ ~'" It I- ~ ~ ..MoIst unit weIght of soil Pm =\Wa == )J....'V2 "", , '.' MOisture content of sample,' . W% = {weiaht moi~!1.:(weiaht drY.l X 100 (weight dry) Dry UnIt Weight of Soil Pd =' _. Pm 1of.,W% 100 -D 5, g,lLl 2- '._ J 0 6, 2.. if, 7-. -'1,OL6j- ft3 ;; if, ~tI. Z-L ~34M . .?, 1-.~ M~ISTURE CONTENT A -1'l~ .. '" ~ '., . fil~, If ~ ~ ~ '" .1\ ~~', ..:..",... ... -.i!< ."t- .';t; ,;: ~" ': . , " .... Wet weight Dry weIght weight of Jar net WGlght 1't7.oqf- - ~.&,Ql1- ,: -fZ~;-,-_ 1!i11?14--- lS4[J14/ (I (I > r"'..t ~ , , , . "" ~:::~ J!'io.~, ;