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HomeMy WebLinkAboutMiscellaneous Correspondence 1997-10-22 " OCT 23 '97 00:57 FR paTL-EUGENE .' . /1---'11'7 Environmental ...~. Geotechnical I"'1/iiilI. .Const,uction-- C<<IsuHlng . f!ngl-n1l9 . Testing 503 344 2735 TO~3589 P.02/05 \-/6101. m~ ~.) A. \~ . C(ar~'''X'1 J v\. c.. f.,e.f\ tl oe.. U I . S r:4'+-:~I~ I dfi- . rJr' .t ~ (j -; "'1-/'1- J' r-'~r..... ~- * ':'~';f(rl Fot~ jV\ "'- X ,,+yr"- Co~>+r....('+,.~ Project: '"}.l\t.. 10/ ;;'0/1-; f: ,:~,::~~, REMAFlKS: O II\. o:..:r: ,,+'y r<<- Oo" by . Our Report No.: ;].2-j oJ.'l1 _~_~; r~C1~H.!st:2.d. .:1 t:'~:T)resentativ@ of this laboraciJT:Y t1~L.E..~~L-!,t__~l:t..,g_syp~_C't: i"!:'n;ect " ,....bo..r- I...... ~;...$o....ry woJ..!\ ~;.:-+- ._.~_ .str.,.; on rl\t~ a.ho1J'@ dat@ fot' [hI!! 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Of' .\ '-'-"~ )of '^ f.,o+':J 4 D(-:;') b.....+ ~"-'-~ 0(</-) ~-t ""Iso v-lk:k e.xfote) Go"- ,,~) "- Q h5c.rv~ v-J\"; ~~ } u..r i",.,j [-I '- d.."; v-J Q '.....\'" j \0""+ wLG( bY I'~ Si"-"-+:"" r~~f'<.,-+Or I r-cy -- J^.""k.>" I C),-., 503 344 2735 Tdlllb3689 P.03/05 d~+o.;' I?l~~) v->e.r"- ,'^S("".1',:",\ A (5""-"- Ii-/ ~:?) ," i" +~r""'r co/v........."'" W6-S' ....+ +0 -t'c +f.,. ~J<.~"f..r of "- -F r d." ,~.r Gr,'J I..-~ ciz.) C{:s),J Jd("G+ 0",\\ of -!-'''f' Dv.e.. .\~ kc+ .../1 /\"i- ""-,,,,+ jSr. +Jv-\ \ J <::::'+)1 fE. "f' 5F(';~f'~! J . OCT 23 '97 00:58 FR PSI-PTL-EUGENE 503 344 2735 T04llt63689 P.04/05 ., . . ..... -Z Environmental - l..~... Geotechnical AlfQ. c - . . ~, . onstruet.on.--. C41t:sultlng. EIIglneeftng. TO$fi'ng ~~I~J l),lte: I b!;J.:2-/ "lJ Our Report No.: M L- Cr",ss,,,,,, I . , c. f-~ ~;t. 0 Sfr:1 +:e..\ ~) 0 R p~r"^.-t- ~ '1/ O::L) 't ;':2.2 -101.l.-I- Tesled For: M <:.. .I !\ +y re. Co ~ s +rv.~-t;,,_ Project: REMAAKS: __As -reQuest:lZdL31 't'e'PTQSlI!ntativ.!LJ~..Lthis l.1..bo'ra.r:.or:'"7 U3S Or~sent. 2l~_~h~-,c;ub;l!!er. u...Qj.@~r. _._~u._e. on tpe_a.bf'lvt! d.3.['1!: foT' the nUI'f)Oll;,p_ "f ;ncrnp,.t.1r~ "'."'-<rp.:~l) (rnnr:TP1':e.l(m.a.snnT"VL__......._.______. .... __. Cl'csst-ceasioaing/prestressiag) CstI'ucturd steel) Cbolting~ther as folIous: (~ir~le all that apply) "'.+ Wel Js J::. /I \!..+ 5~t~~ \.t~J c-",~.,-e. <-1-: qr- J:JQ r .. ,... . I G-rl'~II'''''- e (2 1-, (g. 6 L_A..______....__m.. J .I "' "7,, .r-..~":i:__.._ ~_r-e.'{<.AI.N"~...+, of ~ . s:- +u.. -h._ -h 0",+",: I _J) s;: :5 c.( ~,4, ;, e). .-....-- ,----.. I . ._h...__....,~.lJo..lJ' J'J \. \ - 9 (p \) W~~l;?r- -!-c. p5:r 60.Jo.. of",+es , Ot.-/J4L..d.r I' fo(:bW;':..'1 ' ko.ve. f\. aT [,r<.~ <;", b_,++~ D~ . AJ"-1;-~ ._,..l.~JL.__..._. _< uJ."",.+ -fc,. Prr. 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Fax 5'113~27:!5 OCT 23 'g7 00;5g FR ~PTL-EUGENE .' .., . ID:;il::':=h~~~~: I~- Construction Consulr/ng . En!1ln_,ing . Testing 503 344 2735 T~6368g P.05/05 .. D/~~ 1i~~"t.qlVcy " 'Ii., Report of Reinforcing Steel Inspection M c. r"'--+t~ t(,0^>t1",<.+'~ Project: fi^c.../<..e.^"t::;~ C ,0(( :-,:r S"'-'''"'l f:e..() / oe. /J --.j + ::IF- "I ") () L / 4- ,<:..r""'. Tested For: Date: 10(---7../4 ) \ I \/'Je3ther. Initial Information Overc cl. S +- Temperature (oF): I I I PI'lns Used: . Reinforcing Steel Inspection Contract Drawings l25- Shop Drawings D , 0/ ~ '? ,I-ss Dr.;wing No.: , .. Rebar~ As per approved drawings ( Spacing Within Tolerance: NO)8(. NoD Supporting System (Specify): VesD ves)li:l ll'ED Our Report No.: ) '22. - ") 0 i. (" \ Forms Inspection rJ/A - N6T {!..C"OY Y(,T I I ,-----.--.-.--.-.---. ---..----. '<It Form Temp.: Clean: Wet or Oily:._._____._ Tightness: Other: Location of Inspection Footing D Wall D Slab D Location: R ~ Iv. _n> 0" L ;,,<2- Level: /~.... ~Ioor Loose Soil Removed: N fA , Water Pumped Out: N / A Rebar Supported: Ye.s- .D Cold Joints @: Straight: Yes ;gi NoD Doweis Placed: Clean: Ves t&! NoD Curing Information Tied: Yes)Z! NoD Curing: Clearance As Specified: YesD NoD Type of Curing: Rebar Disturbed During Placement: YesD NoD Period at Curing: Note: If you answered no above, list non-compliances below. ~ I Non Compliances Who Advised I How Corrected cD I""S'[,...(,.. .- c." ~T,~J2.vPJ D"", f\\J^t;."'--! l>..>:\l, t:;J< Frlor +.. "i-'" $'o,..,c il:.? 5-r1f?-(!!v~S ,4f!-t;, <-or.<.r<<.~ . f(O-'-<t.-"-~i-. ...:::Y _ m .cd (' r,..J &'-~ {"o. ~ .. - <,G~t,...Jl,Jov; PI~C.'E'S f'l~!'~~o r ~s,-_~~i:._f-I o.<.e..J ~+ T;~... .Micion, I r"',/ t..J l> \ '. P E . App'OVOd. Field Copy given to Client: Yes 0 No J& c,e-: - (o~ J'^..o..rk.~ C'+y .of ".p 1,:'<;'0...".'+;0,", Respectfully submined. Professlonsl Service Industries. Inc. ~ffl',...:f:€-/J flljiil'lJ/atiDi1 To Build Oil -..-.-.- "'$1..:1-::;00-20 PSI- 545 Conger Street. EIJgene, OR 97402. Phone 5031464:9212. ~ax 5031344_27-35'--0.--- ,l,>I,. TI-IT'~jl or,l-::::c r:.c: '"-'" n<:.t-24-97 11:55A Moter Engineering '41 )484-6859 P.O;t .1I6r.:j~~: OFiE;:;'Ci, 5.~.;.v ~ STRUCTURAL BUILDING DESIGN. riAl, PROTf=(';TI()N CODE CONSULTANT. PLAN CHECKING un___ CONSTRUCTION INSPECTION.-u.---. -MORTIER ENGINEERING, P.c. . ':) (0), ~39 . 1245 PEARL STREEl f'HONE \541) 484-9080 . FAX (54') 484.e85~ Dan McIntyre 85830 Pine Grove Rd. Eugene, OR 97401 * October 24, 1997 ~------: RE: 5707 Main Street. Soriillzfield. OR - Site & Soils Test - W.O. #10356 "__ - As you requested, on September 26, 1997 we performed a site soils investigation at the above noted address. During that inspection, we made the following observations: - The existing site consisted of a built-up area of bar run gravel. It had been re-excavated for the proposed eMU building. The footings for the eMU waIls are cut into the existing bar run fill and then re-Ieveled with 3/4" minus and compacted. The compaction of the gravel surface is greater then 95% of a Standard Proctor per ASTM D 678-91. Allowable soil bearing pressure is 3000 psi. Drainage for fill is by others. I hope this report is adequate for your purposes at this time. Thank you very much, _ Owen Grover, P.E. OLG/rc mctnryre . (1(.1:.-21-97 07:46A Mortier Eng;neering ./ P'8# ;7;A::::>,::? 7 Y (541)484-6859 P.Ol PO. aCt). 139" 1245 PEARL STREET EUGENE, OREGON 97440 "HONE (541) 4M.9060 . FAX (541) 484-6859 , .~~\tlll" ;-...' . "/,J . I 11.< ~:.~.~I. .~: ~. :,' i', ".';,," '.'."1&" ' .,.,~.~ ...-1.11". "" ~:Ijl, '::1.'1 .. ..,....~:.: .;;....... .~'ll\l.i\1..': . STRUCTURAL BUILDING DESICN . "'HE i'llOIG~l 'vi, CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION . ,v10RTIER ENGINEERING, P.c. - --- - - -- September 26. 1997 ,4rr~; lot<-oJ fLc6~f( * Dan McIntyre 85830 Pine Grove Road Eugene, OR 97401 . f -------. -. - -- . -. -- - 1 . . RE: 5707 Mam Street. SonOlmeld. OR - Site & Solis Tes~ - W.O. #10356-PRM . u u , . - '."-- ' Irf> #>r/f- /i~/P6~~ A. you r~qu...tod, lLrl in.poction ha. b....n mBd.. ofthO~J fill on thi. oit" in prcl'''''''';vlI CVI ,\L<: CClTlstruction involving foundations for the proposed eSI(\ence:, The excavation involved the pl~cement of un crushed har run gravel finished with a 3/4" top layer in accordance with our standard [llOcedun:s. The compacted surface of the crushed rock is adequil1e for 'a foundation bearing capacity of 1000 psf, which is adequate to suppon the proposed structure. The compaction of the gravel surface is greater than 95% of a standard proctor per ASTM D698-91. I hope you find this repon adequate for your needs and purposes at this time. Thank you for this opportunity to be of service. Please contact me if you have funher questions at 484-9080. Very truly yours, I EXPIRES: 6-30- Wlt'j ir f Owen Grover, P.E. OLGlbjr ._ PClllt.<.Jflli'lpllUl\mcintire,prm