Image provided by: University of Oregon Libraries; Eugene, OR
About Tillamook herald. (Tillamook, Tillamook County, Or.) 1896-1934 | View Entire Issue (March 4, 1913)
Exciting Meeting at Court House. (Continued from Page 1. of your pavements that are covered ( of tho literature of the Warren Hrv with tlie sand-asphalt covering are eer-j Co., patentee of the bltultthlo ive ward and offers some explanations. He states that a rich top of bitumen nnd Wind was placed ever our pave ment on account of our wet weather condition?. When Mr. Johnston rS asked at to whether bitulithic pavement was ever laid like our pavement in other cities he stated that a little u laid in Portland and son in the east. A. G. Beats had the floor for some two hour or rm re and discussed the situation to mmm extent Dwelling upon the report of Gordon V. Skilton, professor, department of Civil engin eering. Oresron Agriculture College, and upon ome literature sent oat by , the Warren Bras. Co. Following is Mr. Skilton'? common! cation and report : CorvallL. Oregon, Feb. 34. WIS. Mr. A. G. Beak. Tillamook. Oregon. Dear Sir : On February 10, 1913 I made a personal examination and in- 1 spection of your paved street and j I'rof. S. H. Graf, assistant professor ! of Experimental Engineering at the Oregon Agricultural College, has made i tamly inferior to what you have reasonable right to epect umlor your contract. In other words such portion of tur streets are not in conformity with your contract ami are inferior to the pavement your contract call for. t have made no etlort to ascertain what proportion of your street? are covered with this asphalt and sand mixture ami do not venture nny opinion on the same but it t. reasonable to assume that a large portion is so eover- ment. This literature givs us some very valuable Informal ton about hltu lilhic pavement nml in order tlmt wo may realite the full import of this In formation a ft applies to our ease, we will first state the evid.mc n given on Friday and Ihon state what Warren Brothers say about it mineral mixture, ami varv with the character ami shape of particle of stone used In each particular case." A perusal of the above ought to con vince the tmt kubtful tiiMt tho War ren Bros. Co., .ten tees, never antiel patcd using a sheet o( sand ami bitti men for a wearing surface for their Mtulithie navettionl as has been done .t their statement A. K. T. Ilalton Hiirn(iti ' in our cue. ' with the temill that our butcher have decided to cut u to half ration until further mittee. The ho at Wheeler Hml Nohalem will be open two day of each week hereafter ami It will be advisable for patron In ewuw early at such times In order to Ret what they t want or eU rwn chance of yetting I nothing at all. lot In ami sand mixture, "Hy umMng a iniv ture of stone and bitumen hi dense that it will not absorb moisture," Warren Hrus. Co. claim that the bitumen is it used in their surface a a wearing material but as a binder. Ueginning with tho foundation let us first consider the testimony that was given. It was brought out quite clearly that Engineer Kichardeon. after care- ed ac nearly all the samples taken are j fully examining our Soil, was convinced jo covered. I believe thi covering is that it was too spongy for the laying of usd not because it, in lUe'f. is essen-1 bitt lithic pavement ami he so advised tlally theaper than the surfacing coat S the council ; Mr. Wren, tho roller man, called for in the specification ut toj for the construction company, also tes eover up and conceal defects. Your, titled to the effect that the ground was , specifications are definite and carefully j very spongy; ami for thai matter we r worded on the question of the compos!- j believe it wa quite evident to anyone The representative of the Warren who watched tho work of the roller Construction Co.. present dd not have last summer, that our soil was very TOUeh to say at the meeting as com tponsry ami prtngy. Now lei u oe pretl u the effort put forth by the what the Warien Bros. Co. suys about citizens eum.nitte. the laying of bitulithic pavement on! After alt the evidence wan In. the pongy soil. j council went Into an adjoining rom From cirvubr issued by Warren Bros. iand ror nearly an hourt In exeeuti Co.. patentees: "The specification for j ,ton before coming to a decision .- ,.,ul.. .ii.A.,.,.u. u kiti U'lmnlnr thu week. He intlHe t in VH HI IIT umm ni.ww" -.,,, i - ..... .-. .tatc that the wearing surface of the j erect a substantial building un the pro bitulithic paement is const rue ted to'perty to be used a a ttore In the near overcome the defects of the airdiall future. tion of the wearing surface and a study of the samples leave no doubt that they have not been complied w ith. In substantiation of th.- view I am sending yoe a mas.-iof literature issued by ibe Warren Construction Company and which 1 presume they will not question', in which this point is mad clear, and in many cases, is backed up by supreme court decision. 1 hope you will take the trouble to carefully study this literature a it bean direct ly on the point at issue. My opinion arrived at after the moat careful study of your whole problem is that piobably 96 per cent of your trouble is charreabk to pour wokmun ship and to lack of proper bearing pan careful tests of the samples shipped to j er jn yoor foundation. It is axiomatic the collepe by your committee and j in re)fanl u, n p,wmnC 0( this na- followinc is a brief informal statement ture lbe fntion must be Rood, oi our nswincs oi lacis. Mjr (0,, 0f yoor slreeu and more Our laboratory examinations have . especially ot Stiilwell Ave. and other twen iimiteu to tne samples sent to me , streel8 in of town bas M me to believe that the ground was not utikiently firm or compact before the stone in the foundtttioa coarse wj laid to permit it to be thoroucbly con solidated by rolling. With a soft ground jnder this stone the effect of cause I Rished to investigate more fully than by some of the samples pre viously sent. I took no samples from the streets (with one exception) for the following reasons: 1st. Nu rerous samples had bten tak en by yojr commttee and I vras inform ed that they were well identified and authenticated. I oiTered to take sam ples if there were any questions as to the fairness of the samples that bad been taken but both Mr. Speaker of the Pavini: Company and yosr Mayor rasured me that therft was no such questi-.n. They sUted to me that they believed the samples were representa tive of the condition of the streets. I concurred in thn view after -eeim: where the samples had been taker, from and did not deem it necessary to further diir up or destroy the tree. 2nd. I was convinced after my in spection that the main cause of thc troables, that are alleged to exist, are due to defective workmanship and lck of proper care, not only in laying the pavement but in preparing the founda tion to receive it Mr. Graf's report on his examination of the samples is so complete that I icc-ii. 11 unnecessary ior me to (jo fjrtner into that side of the question ii's invest1 -vii.jn has been very care-f-" 1 i ar.n I agree with bis fivr ; -he conclusions that he d.-ar. frorr, the same, .-an.nle- "V and "B" referred to b.v y.r. oa pace two of hi report are . .0 .., samples received by the c ik- ' Feb. 13. He underttood froi. c iversation with me that one 4 th. -e - imples represented rock that v.-- rejc ted, but the fact are it tt -tnt.d the softer rock that was rr. .e;;w th ihe other in the pave ment. The Diorite ranrunla l. hos th evidences f 4 and the samples sent were, 4 above the average for qua! rock is comparatively svft to resist the abrasion test 1 on account of Its toughnes. ce of this rock may cause anient oi small pit boles in s of the pavement after a t wear but would not be ' there were no other fa- C-onepe dv your committee ano to a few collected by me while in your city. With one exception the samples collect ed y me were taken trom section of the pavement that had previously been du? up by the committee and were sent to the college at my request be-, romnc u t0 crowi tht. dlrt aw1 mud up into the interstices of the stone and make it impossible for them to be sufficiently consolidated. You may verify this statement at your pleasure by diftsnni; in to portions of these streets where you will find the condi tion existing that I have referred to. After the mud b.is been forced into the stone no amount of subsequent rolling will ever produce rood results. It fol lows, lotncally, that unless the stone foundation upon which the wearing coat is laid is sufficiently firm that the wearing coat itself can not be tho roughly solidified. The effect of the roller passing over it will be to puh a wave ahead causing the surface to crack and destroy a portion of tat bond that may already exist. Your specifi cations call for the thorough rolling of the sub-foundation and expressly states that where said sub-foundation is not of suitable material to permit tlorough compacting that it must be removed and replaced with suitable material If this had been done in all instances 1 believe your troubles would hav been of a negligible quantity. With out this thorough and substantially conctructed sub-foundation I do not be lieve that it is possible to construct pavement tbat will meet the require ments of your specifications. It will not be posible to roll it ufficiently nor will any amount of roiling properly solidify it. The pavement will move and creep as the rolier passe over it and will probably get worse instead of better with continued rolling. It will be impossible to get the necei.ary compression to solidify the pavement as called for by the specifications, l'he surface will be more or les open and spongy and will likely be covered with crack and it will be irregular or un even. Thi. I believe, is why the as phaltic mortar (asphalt and sand) was used on the surface. Its olhce waa to even up these irregularities that were impossible 10 remove with the roller, to seal the cracks that had been opened and generally u prepare the surface to paw inspection. Respectfully submitted, Cordon V. Shelton. A 1.411 (lilt VlirltlLVatdl 01 uu ourniPni quarter iv t the Nnrllieal quarter IN 1 . ..... - . Wl I ifriitpflvivii lJ. trie H.fc. all lit I'.iWMliip Three in y' Kuiteti leu (Itl) Vnt ,f etle Mm hi 1 11 11 LTrunli.l 1 . ... iliml 1lnl.1l III Ik' II l'.hll - .1 . . niiMimiiii" ami iiiiniuirni, . . ... .... .......... ... rf aim that reliant tlt;lit f wtj (, frt in width over ami .iaj,I iiikihk iihiiiihi real P"ll 1 1 lie Mouiliwel uuaricr 1 . u 1. k'url I. .lll.llnr I M U .. V 1 wpniy iinee mi 111 !. (3) .North ui Kami" Ic. ., i'i iihi iMnmi'ur iiierui a . Herman nciMiiiinoyer l ,j Itlden X- Uitibaredrtvint: l'llltih' un the mirth furk of the .N'ehaleiu fur a bridge aro IU)kln Cieei near An drew Grasley' place. Thl bridge liu . .. 11 . . . 1.1 . i..... ,i ifkin ...1 poen a nource 01 enMin irwni" iwr v, wt, uujivi 9 yti yeori. liwe Ihe Ht4 umler Ihe lirld;o 1 "T "'ui. m o tM l.tU. .Iiirln.. i" 1 '!'. . . "" .VI-.-.-... AU41 theiMiutli half (S t. ... ... !.... l.t- .Jill I.- ll... ' . .... . . niRU water. 1 n iimnnn ui in- , Hall (ri.J) ollil Hie , , . cttln inaleti in tne hhu the farmer In endanger their as tmi often been tlie I lan (U)Wu.t n( tu , 11 1 i... .... . . Cunlractur Meail ami erow have Iwen -. m 1 tiuily enifaed during the patt wenk in niakinK the fill in the cvtinty road aujve the Kltnore tannery at ujijKir town. ThU will stralKhlaii out tho hi irtMinio win ue eiiui- i( (v,-.j) amj U(P ,, , uture, however, o mat 1 1?, r. 1 01 seen. sau. Il.xt llolHllV IU liWHIK'PII HIIIIVI I.- I 111'! IU ...... .... l 1, i . . - ... f-a iiuurpi in 1.. 11 i 1 .n s . "1" "mm rMine 11 , ,, . ri.... . toe foundation of tne BUUl.HtlH , After re-enterm tlie court room tfie p...MT7..i. www w wrniv -. wimm mSYOT HVe l tMWOI- ilemOIHl lllelr 1 .,.LI-,-l.l I..I.U. illli... ,lwl, , j im'uiixi wnicn wa 10 we enact tuai sub-soil or material over which th pavement is to be laid. If the sub-soil is of a character such tm gravel which can be rolled solid, bituminous bate ij Immttiiately after the council ad journed ihe following reeohitloiM were Ihi- eriile. Mr. McaiI Ir alto flirurlnt.' tne muncii wouw au)ourri until .Mmniay jofl a t,,,,, t wHe ,Hll thtt ae. f ,,Uuiler injni nnu tnen aujourn lor i'o weens li.foro making the mte.viuir.nt. recommended. "If the sub-soil is spongy clay, or other material which cannot be rolled 1 introduced to tnB ciiIi.-im th.ira L-ah to provide a solid sub-foundatkMB, hy- LHJ : draulic concrete foundation ts not only , Bc it rertolwxi bv the citlien,. of adv..ablebu necessary. I Tillamook CI t v. Oreim. en th.. ifciih Let us now consider the evidence .day of February 1-J13. that we hor.bv that was sven in regard to the wear-, .mly rmkirse the action of the Cltl ing surface of our pavement, which i I ommUto-In th lnv.i.ii... composed of from to M per cent sand mil(,tf bv t(wm tu Urternilne the quality and the rest bitumen and lays from , ltM miv-m, nnit, ( ..- one-hsif u, an inch ami threejuartcrs , e(ty bj. l(w Wjfn Construction Com- n uiicanes over our entire pavement. Mr. Johnston, the chemist for the War- sneet of sand and bitumen was placed , voU. f aUwt citizens tiiere gather on the pavement for the purpose of j better protecting the pavement from I moisture, and Mr. Speaker also stated , o . , , , , , . . ' ! A recent bupreim? Court diflsiun re. h 7 T .7.7 T 1 ,,iw P"1"' Moment may be better than he bitulithic as generally ; of ,ntl)rMt , our , laid. S hat does tho .irren Hroa. Co. Ti. 1 1 . 1 1 , , . . . . The decision was hamloil down by Ihe ... . . supreme (..ourt In the cae, Ilemlry ami , , puny. The nUive ru-mlu tlon was ununimou. ltM..lttt,lMi al I Im S.' ..Ih,..! . i !-(uit iwonly Mt . , Ta, . . II. Wthlt ut Ilie WlllalliLltfl U.. (hniM-ti mithcflv alt,,,,' II-. ...it dary ot h Section (, (mil 111 Itliir. more if .illlil f4 l . crv the MclV.nakl farm on the Ka.t '""" SJ fw '"" 11 ( rnH,hlli am Hnlt.'n nil ui mo in'tw rui uiiuki' ""if" . i..,. ..,1 ..,,.n. wi narrov to ix-nuii uie paiaing ui two nml oiio-ltall ls.l frt tcattw meeting at tbu p.irtlcn of the nurlherly un a lino pjfaiiei I jj ruad with anv degree of .afety. i boundary uf ..Id .SeUloi iwtal, . unchaif (j) mile, mme jr .r, a rtrrawgemenw iur me .u-iiku ruau ntl IxMimlary of said ,v- d from lutli SUM iliire lu rvl"l HUH mhik inr iiriKi ri . .. ... . . . . llarV tlli.l rtli. Ill V -1 Wo tr tjf ... , , .. . . , foot lu tho pUce of U-tlriii : - ' an ri51u . wJT wn ( AUu ,bo Nuf, ,,a,r ,Sj soeurist thruUKh the NiU ailing the banV J ;,'uith hatf (N'.llof hn'tluli m I..CT3 . . t I . . '- . t ..a . Ill i, IT I. I . . . . I'll d t. feet wide ami will be built of lumber, i ,,, vl w", a r . . .... . H1ln. il oemg tnougni umier prosni i h Aiulhwo.t uuarur tl cireumiUiwes to ilu . r.ventuallr I v( SrHlU'H iteeti tlM i'i 1 thM will no dMlbt Imi changed to s por Tbrk t,3 Norlli of Ua,.g. jtJ mannt dirt road bed wben eondllKHM ' " wl uf the iium.iu M ... .. , laming one liumlrnl mi.4 't ment. which is apparently what we kit... . ... . .,..n,l!n.. '"7. ' "-; Pacific Kcirter. Vol. V). page Ml. - J"iiiiuiiiii, Th.. .Lu-..)., ll'l ! - v. ...... ... , . . , . ;the uriKeedings for making a street ami the T J. Itallantlne will make chrn-w for Andrew Crasley jl ihe Aklervale Oiceoe fitUry tint coming wjiun hav ing slgunl a eason contract thia week. Mr. Orailey may cisinl hunactf fortun ale to have secured the at-rviccj of tuch an able ch--ae maker an Mr. 1UI lentyno he being a past mter In ihe others City of S-lrm. Keb. t, l'.H3. I arl al nnuiacmnnK urn cia.. cnce.e. lie na4 won numerous metlalJ al Hate Co.: 'The History of the Asphalt I'aving Business leads us fully to recognize the weakneseos of the ordinary bituminous or .isphall pavement, chletly due to the following causes : 1st. Hotting effect of water owing ti 'I pro . akf .i r -tru i. ( it . Mr. Ti'i y w .. if .. u . I . i. .-, t ... ft-.. faU. tai a I n the , out I 6t.' . th t bei i . . i , Bcrii.. I ', lal. ( .ii.t men., .red t "t Mr. Jolmstvn, the War-! u'e i!U"e thlnK: Sample No. 1 con ret i . i,.,tru. l,..n Co. 'a chemist, stated , lain4jJ W.75.1 per cent sand ; sample Mo, wa covered rr.rtt'.-nal hUi.'ipoiiit, t;,. The report of S. II. Graf, assistant professor of experimental engineering, fallow i Mr. Sv.elUin's report, but we k of '-onfonnity wu'i ! w!" ,,"t Kivt' ltlC H,nfc as il co-incides - '-ns is the fact. a,t,rougKt wlu' !,r aKelton s rej-rt in nearly 'iraf - report, mJ as i, tver' inBta,,c. We might statu, how .i tpec-tio:, of the f-arr.pt.--, , v1' that tho chemical analysis i-"-e or wearing i-oat lias ma(Je Mr' 0rsf' ll0 fiml" in thu top rtith patcl.es of ,ar,d and lJreBI,inK or wearing surface of the sam " t instead of tne pre- plii 8ent l,im thc' fullow'K percentages -i 'liic " surfacing mater- of tHnd' or lnttor tnat w'" K' through o'J.tvr: It will tm r-. I a lfJ-meili screen, which inuan uno and that wit.. r i avement ill u:l(j bitumsr. ln.,.i!n i One oi the chiof advantages or recom men.j.ng quulitioa of the Bitulithic paven is the fact that it possesses "i.ih. 1 1 ut Ftdbillty" due to the fact that it L composed of ptoperly graded and crushed atone bo proportioned as to Rive a utnsity nearest that of solid fstone. Tiieae sizes are to be from 1J inches uoun to tho finest stone. There whs not one of the samples examined by us that even approximately conform ed to the specifications in this import unt respect. If the claims of the pav ing company for the superior udvan tage oi their peculiar pavement i3 ut ui true then the portions of tho surfucu ,2. S7.'U1.S pur cent; sample No. 'A, i 05.013.7 per cent; sample No. 1, 91.111.0 por cent; sample No. 5, 01.IJ12.0 per 1 cent. A report from the Portland Haetorio , logical Laboratory gives tho analysis of samples of the top dressing or wear ing surface as follows: Sample No. 1, bitumen, 12.00 per cent, sand 87.-10 pur cent; sample No. 2, bitumen 11.95 por cent, sand 8S.0.ri per cunt; sample No. 3, bitumen 13.05 per cent, sand 80.35 per cent. After discussing Mr. Skelion's re- port and dwelling to some extent op improvement were rgular city council hail jurisdiction to order the improvement, ami to enter into the , contract, mere irrgularltle In the work did not release thc property own- t frnm I h.. .if.lt , .ti..,. rt f ,t.l. . . l , . ... v ..... '.'..... iwii r-.JMIIK tllUlf tn Lh.i 4i.lrihli uttlr. mm.i. 1 i ' ' n . .w........v,. ... , 9,essinont. grades of asphalt. ..... ,. i t u i . . u- . .. . "ii me tin cuum.li necoius a 2nd. Liability to shift under traffic. ! ,m , . ..... t.M. i nitjiiuso anu laex OI rigidity OI j tne mineral grain (anuj used in the acre-, all of thn above ,xfHxrj ami ptemues Iwitig lUiU'1 & .. . . . . r till. ... . . . l. wi... I . r.....llir wl.lt ,.ll a, vl Ik. llaiteo iiiufetiiiin Iwl.u.jjli i whe opiKir tatiung n. . i . . - ... i . i . i ....It ...w . .... the following lairtiutu of i un late, Ufwtl ; r'ltal . I ho Nurlhwrol it larUr K of ihe Northel qUartor i' J, ..I. . .. i . . -. . .. . lairs mk Ujitrv nrorlucl hiiwi in l.jfi. : .. u. i . , .. .. . . alia aial 111 Oregon also during the prtt;iwo t) . a tlf'y lO fool t c tl ...i. i .i. i .ti .i ....i . .. . . .. .. . . . , i. t . li- It1 . . .. f t! . ... . . . ...... . utieu juit v, iwi, mi (i-i ip.ci n hi -.vorth as a speclalitl In hl line. The factory will start about March ll. UXUCUriON SAl.li. 11 virtue of an execution awl order of sale Imuvtl u(mii a judgment ami de cree rendered ami cntenal In the C Ir con cone wearing surface. 'Mth. Impracticability of using with uch fine material as sand, which when j compacted contain at leant 25 pur cent (and frequently as high as 10 per cent ' of voids) enough asphalt to uveu an- proximately till tne fine voids In thn t mixture. It is impossible without the Fireman Ilurkette was scalded quite danger ofhifting umler traffic, to use Hover!ly !,fout ln- while working more than 10 per cent t 11 por conl by J l,,orMlay "t 'be Wheeler mill with ateam weight of pure bitumen, with the mad I c:,u"-'d by a broken llm- in one of the improvement complies with the iuU c,rt,r' at 'ho ii'ft; uf Oregon for tract is. in the absence of fraud. V",$W elusive on the property ownur." Nohalem Coal Company (a corporation), MiMAI.IJfl NIJV. 'rom Enterprise : grain, awl anything in excess of this will ."UK ELY cnuo the surface to roll or hift under traffic. It often shifts with thi or even a lower per centage of bitumen, unless tho biturni- boilurs. Or. Ku.-dlu was called to Wheeler to attend to his injuries until ho could be sent to I'ortlaml the follow ing morning, Mr. Ilurkette's eyos were entirely closed ns n result of the noun cement is temperej so hard tlial i DUrn "e KWiliilned, but no Kerlou corisu it cannot stan 1 winter usage without ',"L'ncc aru 'rtieiiutoJ hi it is bolioved cracking. V null are not affected. "It will readily be neon that a min ora! aggregate with 25 to 10 por cunt voids mixed with a deficiency of hi turninous cement cannot bo water-tight ami will ubsorb moisture oither from the foundation or surface. With mi-1 , iUKk . Itl in! vj J. TlllmiKii, tMinly, Uipfrui, an ship numbered Three I I ICauge minilHiml I on (I'll Sei Willamette .Meridian, .i sa. I aiM State, together with nh i meuts, leredilamenu ail u.-. u thereunto bvhmgi.ig, ai d if t.hr iu I. p l'wurtu I'unl .-u-nrTiilMi- n ,u I ll SMlerluml are defewlants. duly lte.t,i ' T u,lW m l" aUtt "K 5 on the IMth dav of Kebrtlarv. 1013. nr..ll"f JUflgillvoU. t .1 V t iiimiuiir viuiii), 'iirrcnni, h iMi coin I , w., , premises and franchises hereinafter , 0 4itU described U satisfy Ihe several lu.lg- lh" ""bwrst . meiita and llena accordingly as adjudged 'f-"-" tecllon numiHircl Ismt) ami d.-cree in aald judgment ami dociee ?."Vr" .u,, '". '""'"'''I' tur ... c.n..,. i...u,ii . inresi ui .-Norm or Katiifo tm. frt iaelnie.r-Tib. Owing to thu fuct thnt thu proaont nccomrliitiona of the '.Imrnormiin Hot el are inadequate, ?.. L. Hector, tho luaee, him purchiued a lot adjoining tho hotel thi. week upon which he in- tendu to build an annex in order to ac- nui.. ...k :..:j...i ...' . . ... ' ..uie .uu-uiviuwi pitrncie oi uuurnen , coinoi a'o the trnve mi' .,ul,1i .... . . t .- . r. ........ , kUOlecled to attack bv wnlur unA ti... ...i. ....it i...r --' " "iniiii win U., y ii iiiui. iwil Btir. bituminous material iUelf inherently lea high, and adds fourt.,.,. r susceptible V, iu disintegrating in-1 to the number alroady in service Mr fluences, the pavement will urumbU Rector having resigned his poitlon after exj)oure to continued moisture. , with the Wheeler Lumber Co. as manu W nen the bltuinmou. cement ha begun , ger, will devote hi entire time to tho lo oeciy so that it no longer has iU hotel business. II.. l.,i,..uu i- ii .. cementltlotia profiertieH, the particle I contract fur ..r.w-ii , ... sand will readily separate from ti.e once. pavement. "Liability to crack in cold weather , M" ''llon,'urur "ikon to I'ort "Those inherent defect in tho an-' ' . for "ly,i':"1 ""'"i"n Tuesday phalt awl .ami- mixture, known al ! "10rn,"' "wing to serious illm.HH. M "asphalt pavement, " thu fUTULITIilCl inu uooi aamnritanJIoH- pavement is comuruetud to overcome : 1 . ro " MUrn,,ur 'un.Jlnt; physi- "(a) Hy making a mixture of stone and bitumen mi dense that It will not absorb moisture." In summing up the question of wear ing gurfaeu wo will give thu ronuiru- menu uig laid down by the Wiirreo un. 1,0., and talten from their litur a lure. From circular isud by Warren liro.i. '..o patuntoes: "Upon thu foundation is spread tho wearing surface which is coiniiresaud wiin a nouvy road roller to u tliiulric3s of two inchos. Tho surface mixture is made of the best stone obtainable, varying in size from u maximum of J inch or li inches down to un Irripulpablo powder, the various sizes of smaller stone, sand and impalpable powder bu Ing provided to (HI the spacui between ui..- larger stones. The proportions elans in that city were called Into con sultatiou to examine him. They pro nouncud it a vury serious easu and grave doubta are untoi iiilnud by then as to his recovery. Ilu hue beun fail ing in health for tho past year. I). C. I'urugoy and W. II. iffonberger nceoin panied him to Portland, the former to rumnlti at tho hospital with tho patient u long as his Hurvicen are necessary. Ludlhe & Hatterson, thu local Imlcli uis huvo docidod to cut down on tho Hiunt supply in their shops inilil thoy can iiiiiito iirrangumeiiU for tho chasti of more cuttle. At Ural: A Judgment ami decree In favor of M. S. Copoland and against the defendant Nuhulem Coal Company for the iiuyiof $13,070.90, together with hvr i-oHts and disbursements taxed at $21.20 and inturusl thereon al the rate of 7 per cent per annum from the 10th tiny or January, I'JI.l. horond: Al joint Judgment and do rree in favor of C. I'earson and I'aul nenradur anil ngalnst the defendant Nuhiilem Coal Compunv for tho sum of fOOd.M, tiigethor with their costs nmi disburaeirioiiia taxed at $10.00. with interest thereon at the rate of 7 pur cent por annum from tho 10th day uf Jiuiuiirv, ui.i. Third: A judgment and drcreo iu favor of defendant II Koiinrhiiul nml The : against thu dofendiiiil Nehiilnin Coal ioinpany for thu sum of $381. U, Ui giithcr with his cosia and disbumoinenU Ux.nl nt $10.00, together with Interest tberiion al the rate of per cent per annum from the 10th day of January 1013. Fourth: A JiiilguiKiil and deer tu in favor of I'aul .Sehriuler personally against the defendant Nuhlein Coal Company for the sum of tsOU.li'j, i. j guwier vun ins cimir (burse iii.-uis taxiMi at tiu.uti, with interest tlieroon at thu rnto of 7 per cent per fi ftmi rti fftittt tint .1.... l 1 NOTICE IS HHItBliY (JIVKN that . ..in un .in.iiiiiny, mo i,tn day or April, A. I). 1913, at the hour of tan 0 clock A. M. of said day. nt mul In front of thu Coiiilhoiuu ifoor, in thu I'lty of Tillamook, in the County of 1 IllaiiiiMik ami Statu of Oregon, offer for sale und sell at public miction to the tugboat bidder for rash Iu hum! nt time of sale and sunjeci to cuidlrimi turn thereof by thu Court (ill and slngu lar the i on I iiNialo and piumisos In miiil dueroo doscrihud, to-wit: All oi j,ot Uno lj, in .Section FI of 't o) urn un of ,t Six (iij f Section ".i ui, excepting mo nftoun (fi) acres known as thu Union .Mill Co ' land; nml all tiilolamU, whaning and water rights adjacent to said Lot UU y, ,., nititiMuuy iiiuruni uxiuiidiui to Ton (lu) West of tho WilumvUe Mil Idlan, logeiher with lh Um .cnu, tiurinlllninutiU nml apimrteiia.n r cfr unto belonging, ami if the pr-ic U i win suit, slut 1 1 be linnili. it ni to nl.ifj Ihe amount of said ju iKU-ruU, ni etk lllterual ami costs, thi'ii I wilia. , r( ratuly the following .ituli i.. mat eslnle, to-w It Third. Die Southeast quarleri l-t oi out i ii i n uuiiilMHiMi .Nmi, ui. ii i t- iihip numborwt Ihri-t- i i ,V , itiiiigu titimbuieil 'ten lii) V i l Wili.iinntln Mi'iiJinn. u, the f I iHilinded and duscribed tract. I., w llvgiiiniag ut the Northra.it , . r of SoCliuli nillliberial Tw. my (Jll, i a4 'lownship am) lUng. .,i..r-.. i, ' miming south o tiiiir (4) Un!" i 'U quaiter seel Ion imwIiui tlie h said Section numlit n-d I wcnti A aforesaid ami Seclii.n iiuint.. ruiH one (Jl), iu MMid tt.rtn.h.j, , . .i.in. v nen nioiig un- juitrtir J.1 line a distance of uiehit, uv.i m. i id- half (Kjj) fct.; tiluiiev nortll oil u . II paritliul with thu uast hoiiii.in n .. uf said Section numbered I went) aforosiiiu one-hulf (J) mil,- to u dt boundary lino oi said Mi-. ti .n I'w ty W) nloresatil. Ihum-o t int i,i.,i,. i ,.e north line of such Su. tiou to tne pi ro of bogliining, logother wit., all u.. n einenls, horeditamentj and ,i,i(, , to naiicim thereiiulu buluiiKiuu. or i i n j wl.u iiipurlaliiing. ;i)A'IKI) at nihimiiok, Tl'iun k county, Oregon, Una 'Tth day or l li' nry, A. I), liu.i. li. i:iii:nshaw. hhurlll' iif Tilliwiiooh t mil !) Slate of iliegop. r uiu pur-1 the ..hanuel of thu Nehalein HiVUr prusent it Is a so all tidolan.ls, whaning ud wat "r to buy beef "Kb u mjjiiee.it to Lot Six (0) In Hue r.. ii i tlou 1'oiir (I) and K,iiiil,..fii. ii... comjieiled to limit their outniit to M. ! .f"".1! !'.'. to 'it0 f the Nulla Bupp.y still on hand. Thu demand for North' t 7 S ireat has grown to larger projiortions Villa.nettu JMorid.a.i. And In n.J.litlon I of Into, u total of 30 head of full nutiU - i .1 . . " iK (U) till (if tho ImihI Iwiltir III....' . used of thu various sizes of mine.,.P , il. Z L Z r".. T.0 K.l"Hu '" .! onl.nu vhTw t Zl J, I " "Mini.-!, illlil.- ui 1 liflliiiu Iti !... IlliiUirlm t I . li. T j I'tifiiwui whip . - ... ii)rM mr. iiuuia WIUI u viow to Obtullilllg thu SlliallubL launched into u consideration of some percentage of air apaci oi ' voids " Z , , ' ' 1 mu,!,H ''I'l'ortotiuni und a.ljmumt to ( i d 1 , 7 vicinity. 'Ihlswi t, . el, of n tlr, i " ') "! i- rt, , " (,,,!.,"! upon tuo sourcu of supjily in this conn. : ,u7' m .iw.-iiun l'ourfii.KniJuli .y and ta ,, t0 3!ftRXJ$-l Clironic SUimncli I roulilc Cured. Thurti is nothing moio uiMcoiii'in.intf tlimi a eliriitiiudlBonlur of thu slum.ali. Ih ll not siiriirlsliig that runnv miffer for years with such an nllineiit wliuu pcrmiuiuiit euro is within tiu-ir lench und may Im had for a trillu' "About """yonrago," says 1'. . J0l. of Wakoluu, Mleh., "I bought a imcHugo f Chainbuil iln's Tnbiot., mid t.incu "Ming tinim I Imvu fult purfuclly well. 1 Imil piovlously used it niiinbor of ilif fonmt ineilicliies, but uopu of thoui wuio of any lasting l.uiiullt." l-'or mhIu by all ilcalum. Tlie 'liiUuiuok Humid glvt'u HO (lulil llunil ruitlliig&tntnptf wni, uvory liC0 ubcrlptlon.