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Home My WebLink AboutReel_0030E . SUBSTRUCTURE The substructure of the Hoh River Bridge contains approximately the following quantities of materials: Structure Excavation Class "A" 33 Cu. Yds. Special Excavation 661 Cu. Yds. Filter Blanket Material 269 Cu. Yds. Riprap (Heavy Loose) 938 Tons Steel Reinforcing Bars 17,000 Lbs. Concrete Class "B" 117 Cu. Yds. Furnishing 18" ~ x 3/8" Piles 587 Un. Ft. Furnishing 18" ~ x 1/2" Pi] es 1,635 Un. Ft. Drive 18" ~ Piles 26 Ea. The quantities are listed only for the convenience of the Contractor in determining the volume of work involved and are not guaranteed to be accurate. The prospective bidders shall verify these quantities before submitting a bid. Measurement and payment will be in accordance with the Standard Speci- fications and the Special Provisions and will be full compensation for all materials, labor, equipment and tools necessary to construct and complete the substructure in accordance with the plans. . . SUBSTRUCTURE The substructure of the Hoh River Bridge contains approximately the following quantities of materials: Structure Excavation Class "A" 33 Cu. Yds. Special Excavation 661 Cu. Yds. Filter Blanket Material 269 Cu. Yds. Riprap (Heavy Loose) 938 Tons Steel Reinforcing Bars 17,000 Lbs. Concrete Class "B" 117 Cu. Yds. Furni shi ng 18" ~ x 3/8" Piles 587 Un. Ft. Furni shi ng 18" ~ x 1/2" Piles 1,635 Un. Ft. Drive 18" Il Pi] es 26 Ea. The quantities are listed only for the convenience of the Contractor in determining the volume of work involved and are not guaranteed to be accurate. The prospective bidders shall verify these quantities before sUbmitting a bid. Measurement and payment will be in accordance with the Standard Speci- fications and the Special Provisions and will be full compensation for all materials, labor, equipment and tools necessary to construct and complete the substructure in accordance with the plans. .. '. I ACCOUNT Hoh River Bridge ACCT. NO, 5111.11 & 12 CRP 466 SHEET NO. .1 DESCRIPTION DATE REFERENCE CHARGES CREDITS BALANCE 22'9'i-23~8 PAYR Oll JUL,\ 19 11 302.7 23~9-2354_ BENE FIT 68.8 3270-ADVANCE T R AV lJ1B\19 11 99.5 3297-.P.T. lEADER JUL>l19 11 44.00 2673-2721 PAYR OlL AUO\ 19 15 107.4] 2722-2727 BENEFITS 21.6 5113-A8AM ENG. OCn\ 19 15 17.500.0 507-QAUES & MOORE NOn019 9 7.666.1 60~8-ABAM ENG. DEC, \ 19 13 7.500.0 "...._----------_.~ +-'..__._*+--- ~.__. .. ...-- -------.-..-. -.-------.- ~19.;.4_4_64_ PAYROLL JAlmeO 4_65-~4_70BENE FIT 811-ABAM ENG. 836-WA.ST.TRE AS. 7173-ABAM ENG. 8682 A8AM ENG. 975-9024_ PAYROLL 025-9030 BENE FITS 334_-9383 PAYR OlL M.\K>lel 384_-9389 BENE FITS 1634_ 8-GLAUB E RT MAK>I e\ 10006-10047 PAYROLL ~Y,\e\ 10056-10060 BENEFIT JU'1 1'1 6 46.9 8.6 JAtI,leO 6 7.500.0 JJ.N>I eo 6 h1,16.3 f[U'l9\)O 15 ;!':':'i',i.,Z.26.5 APR,OIlO 13 '14:62.9 ......_. ....---------. _._--~-- -. f[B'l11l1 3 ?:'iil6.08 ;:, 22.81 >..;"94.1 ..24.4 9.506.5 . 84.3 .. ..2,0.8 S1:;:;., 1 1 3 55.58 7.555.58 8,671.91 9,89 8.li 1 11.261.33 128.89 '"I, s-~~,s/? IflDRAULIC PROJE9r APPROVAL R.C.W. 75.20.100 May I, 1981 !II UEPARTMENT OF GAME (Appllcanl s"ould rBlor 10 this dale In sU corrBspondencel OI:~~~~~~~lh~~~O~o9~~04 PAGE 1 OF ~ PAGES IT2J LAST NAME FIRST [!2J CONTACT PHONE(SI Jefferson County Department of Public Works 385-3505 ~ C~~~th;~~A~ ROUTE CITY Port Townsend [W ,sH~hM ~i~:~ ~ aUARTER SECTION . . .. .. .S.E. .1!.~.S.~ Y.~ . . , . . . ~~ , . , . .. . , , , , . . ,~~~ . . . .. . . . .. . n~. . . . , . STATE COUNTY ZIP Washington 98368 ~ TRIBUTARY TO Paci fi c Ocean SECTION TOWNSHIP RANGE IE-W) !ill DEPARTMENT OF FISHERIES General Admin. Bldg. Olympia, Washington 98504 ITI 0 1234[1] ill [!] [2J WRIA ABC D D-20.0422 ~ U?FIW o TYPE OF PROJECT . . ,~~1 ~g~. ~9~~~r~~~! 9~. .. TIME LIMITATIONS: THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT All TIMES ANO ITS PROVISIONS FOllOWED BY THE PERMITTEE ANO OPERATOR PERFORMING THE WORK, The person(s) to whom this approval is Issued may be held liable for any loss of or damage to fish lite or habitat which results from failure to comply with the provisIons or Intent of this approval. Failure to comply with the provisions of thIs approval Is a gross misde- meanor punishable by fine and/or Imprisonment. The Departments of Fisheries and Game reserve the right to make additional restrictions or conditions or revoke the a.pproval if deemed necessary by the departments for the protection of fish life. These departments cannot be held liable for any property damage which might Occur as a result of this project. This approval pertains only to the provisions of the Fisheries and Game Codes. Additional authorization from other public agencies may be necessary for thIs project. Note: All activity with.in the high water zone of the stream shall be conducted during the period July 15 to August 31. a. The bridge shall be designed to pass flows and debris to at least the fifty-year flood level. b, The existing debris jam may be removed from the project site. All debris removal activity shall be conducted from the bank. c. Equipment shall not enter the stream accept for the purpose of pile driving. d. There shall be no excavation activity within the high water zone of the stream. Construction of a buried bank protection toe is not authorized. e. All bank prot~cti~n material shall consist of clean rock. f. No concrete pr'o.ducts"ori other deleterious materials shall enter the stream as a result of this project. SEPA: DNS, Jeffers.on County. April, 1979 cc: Randy Johnson-cPadovan-Patrol PROVISIONS ATTA HEO, DEPARTMENT OF FISHERIES DEPARTMENT OF GAME ~/.d/......./ S;::::, :' l-t1 ~IRECTOR "'~J . . HOURLY RATES TO BE USED FOR BILLING FOR THE HOff RIVER BRIDGE CONSTRUCTION MANAGEMENT Classification Hourly Rate* Officer Project Manager Structural Design Engineer $ 73.35 58.50 43.68 36.00 27.00 42.15 24.36 Senior Technician Draftsman Se,nior Inspector Clerical All direct expenses such as computer, work processing machines costs, mileage, meals, xerox, blueprints, and telephone calls will be charged at actual invoice cost times a factor of 1.10. *Includes overhead and profit ~ . . ~ .'~. ~ ~~ ") 1'. ; ~ ( .. :z: ~~ <J .. .. .. a a 0 ~~ 0 J: ~ ~ '" .,. >< ~ u .... 60 z '" ~.~ ... u ... ~.\.) '" .., ~{ '" "t' '" ~:l Cl '" ... ~ ~ I>l ~' '" ' i" E-< <:) Z '" ... ) u ... ..; ::: '" .'" Z I '" 0 ('. "'1-< '" :0: I-< , '" < . I-< uu ~ '" 0'" "'t l>< '" ~ I '" '" 0 '" :. Cl ~ l>< "'''' I-< ~~ .1: :z: ::> "':z: ~ 0 u .; ~1 :z: '" ~~ l><Cl 1-<", :Z:... .~ ::>Oll 0'" ~ u ~ .", 0< Z '" ~ "'''' 1-<'" ::>:>: ..... ou: I ~ :=:'-' VI '1 .. ><. '"' '"' ... - Z l>l l:> 0 0 ... U t4 n. M/'cl. =0 '-' o ro _I .0 -2.. - >- 0 0 ~ '" "0 u 0 .g 0 Ji l2: '" " 0 '" .5 -':' ;: ~ '" B in ~ " 0 0 -.L u -' <t , '" o "6 m :~ .~ .~ .~ 8:8: o " VI ~.~ 2' ~ e'5 'pi ~ ffi~:g . 0.. ~iii'C ..J :- 8 :: ~ :g;: w. en N .. . >> c:: _ ~ 0 c:: ~ ~.=, .!: U 0 ~~() "0' c: g >>0 l2: C en >-:s:~ 'E"'C~ 5 c_ ';~~ ::: '0 E.: .~ E~ ~.'c ..Q .- 0.. :2: ~ .g. r--..-.-".-------~ '90 BORING I STATION J'75. I.' un (WESTj '" 1LEwmON, 169'. (GP/GW), GRAY SANOY fiNE IOCOAII5E SP GlAVEL WITH OCCASIONAL SMALL C088LB SW (MEDIUM DENSE) ~AAY SLIGHTLY SILTY fiNE TO COARSE SAND WITH GRAVEL (LOOSE TO MEDIUM DENSE) ". !!!.. r nows IIOUIUD 10 01"'1 DAMn ANO MOOI, :....M'lU ONl 'OOT WITH A HAMMII WIIO", Of lotD us. AND ~~I~~':~I tI A nlOkl 01 JO INCHn, 4O.1"'~11 . INOICAtlS 01"" A' WHICH UNOIUUlIlo DAMaS AND 01'1'--' MOO'I SAMP'U WAJo I)(UACUD. O(NSUY IN .." . INDtC...TU DI"H A' WH~Cf4 Dl~lURUD ~.lM"'1 W.4J, I_UACHD. .'INOtCATU OI"HA' WHICH DI5TURtlD lAWl( WA~ (ll:'UC1(D U\INU 'TAp..oAlD "UT SI'OON SAMPLII. C INOICAU~ S"'''"''UNG A"IMPI WI'" NO IICOvtlT " 32.1%_91 . 130 15 32.6'li,.~ 91 . '" " . '" J1 23."'Ifo-I02 . '15 " . 110_ 91 ~ '" " " '00 .. 21.7'lb _ 10~ . ., . GM SILTY SANOY CiRA'J(l (MEDIUM DINSE) ML. Cl,AYSIU (STIff) CRADES WITH OCCASIONAL L(~~ Of SILTY 'JlllY flNE TO flNI SAND IIORING COMPUTED 10-2"'79 GROUNDWA1ER (NCOCN1EREO DURINe. DRIlL1Ne. AI 7' DEPTh NOTU. I. IHI DISCUSSION IN Tttl uxr or 'IllS 1('ORf IS NICUURV 'OIA nO"'UNDUS1ANOING 0' Tlil NAolU.I 0' THI SUBSUR'ACI MATUlALS. 2. tOliNG IUVAflONS DITUMlN(D fROM "'LAN AND 'IOflU. I10H III/lI III10ul" OATlO '-11.19', 'IOVIDIO .V A""'M INGINUlS INC. LOG OF BORINGS DAMes 0 MOO". '" ,,- " " ,.. ~.~-91 , . no " . "" " 36.6%-88 . m " . "" 29,6"'.9. , . 215_ " . ." BORING 3 lLEvATlON, 246.... GM (~~D ~~~~~I~l:h~~~6~~~~~~~7LjOOTS SkOWN AND GRAY SillY SANDY GItAlin 'NITti C08alES AND OCCASIONAL &OulPUtS (MlOIUM OENSU . ML GkAY CLAYIY SILT WlT/1 OCCASIONAL lfNSU OF SILTY Vny FIN! SAND (MEOUM STIFF) KlItINi.t COMPUTED 10-30-7'1 PUCIllO WAHl (NCOUNTU[O OUItINi,; OR'LUNC. AT ot. DEPTH LOG OF BORINGS hAM.. . MOOn. '" ,., BORING 4 nATION 1+90, IS' RIGHT (~T) EL[VATlON: 210'i. GM GFAY SILTY SANOY fiNE 10 COA~l GIlAVil WITH GP OCCASIONAL COBBlU (M~DlUM OENSE)(fILL) GkADU WITH OCCASIONAL ORGANIC MAnu GRAY SILTY SANDY fiNE TO COARSE GRAVEL WITH OCCASICN.toL COBSLU (MEDIUM DENSE) GRACES 10 DENSE WITH OCCA$IONAL BOULDERS BELOW 10' OEnH '" " 36.6%.87 . '" GlADU WITH DECREASING SILT '" 1B 31S~.93 . ML CaAV CLAY[Y SILT lMEDIUM STIFF} ,,. '" 30.3"'-92 " . ,,. " GRADU WI1H OCCASIONAL UNU.s Of SILTY 29.1""'-95 . VERY fiNE SAND '15 " . 110 LOG OF BORINGS 15 . ~ GM SILTY S.A.NDV Go.V(l (MEDIUM OEt>lSE) ML GItAY SILT WITH OCCASIONAL LENSU OF SILTY VERY FINE S....ND (STIFF) &OJ-LNG COMl'LEHD 11-1-]'9 c.ROUND WAn. ENOUNlERW DUlING ORllllNG AT 18' OEPTH DAM_. D Moon_ '90 40.1....-82 '75 17' 41.2')1, ~'86 ", 33.0->--89 '" II' " '" 17 31.8'..-92 . '" OJ 31,0'';'-89 . " 33.""-90 . ~ BClRING I STATION "7.5, I.' un (WUJ) It[VAllON, IB9'. (GP/GW), GUY SANDY FINE TO COARSE SP GRAVEL WITH OCCASIONAL SMALL COBBLES SW (MEDIUM OWSE) t;>RAYSLIGHTLY SilTY FINE TO COARSE SAND WITH GIAVEL (lOOSE TO MEDIUM DENSE) " ~. :~t g~ G~J:i~1tg~~i~L6Y~to~~~~'~~fMmIUM ML GRAY CLAYEY SILT WITH OCCA$IQNAL LENSLS OF SilTY VERY FINE 5",NO (MEDIUM STIFF) r now~ 1,0UIl[0 10 OIIVI DAMH AND MOO'l S"'M~ll' O'~I '001 WI1I1 A HAMMU WUGHT Of 1.0 US. AND ~~'~~~~, II A snOKI Of JO 'NeHlS. 40.1...." . INOIC"1I5 OlfTH 101 'MlIC" UNOISlUq(O DAMU AND 01'1'----' MootE V.WlI WA) tXTlACHD, DIN""" IN "', H INDIC"'Tn OI"H AI w.,:CI1 OnlUI"O S.u.lI'U w,aJ bllACflD. ..INOte.r.TU Dt'1H"" WlllCH onlUIUO U.,..,U W'-5 11OI.AClt0U1INO UAf'.O.t.W sn,n VOON SIoMl'll., C INOtC.A1U SAMPllNG Al1lMr'l willi NO lLCO'o'fh' '" " 32.1"".91 . '" " 32.1l"'-91 . '" 110-. " 23.4""_102 . II> '" " 21.7'llo -IO~ . " " . jJ~ GM ~ILTY SANOY GRAVEL (MEDIUM DENSE) ML GltAYSILT (51lFf) " . " " GltADE~ WITH OCCASIONAL UN~LS Of SILTY VERY fiNE TO fiNE SANO " " IIORING COMPLETED 10.14.79 GItOUNDWATER fNCOl.:NTERED DURINC DRILLlN" AT 7' DEPTh NOlU I. THl OISCUUION IN lilt HXT or THIS ItI'OU IS NICUSAIIY 'Oil A 'ROHR UNDUSTANDING 0' THt NAlUU Of THl SUlSUII1ACI MATUIALS. 2. tOiliNG ILNATIONS DHUMINlD HOM "'LAN AND nOflU. ttOH "VlIIUIDCiI- DATtD'-11-19. '110'0'1010 IV AAAM INCINU~ INC. LOG OF BORINGS DAM_q 0 MOOR. BORING 2 STATION 5"7,21' RIGHT (lAS" '00 El[VATlCN, 713'. " GM GRAY AND BROWN SILTY SANDY flNf TO COARSE . 'lrP" GItAV!l (MEDIUM OENSE)(flll " ,Ie IS' GRADES WITH OCCASIONAL WOOD " , fRAGMENTS '" " 32.J'lio-9' . 'OS SM MOTTLEO BROWN AND GRAY SILTY liNE TO '''' MEDIUM SAND WITH GRAVEL, WOOD}NO " l[NSES Of GRAY SIlT (lOOS! 10 MEOIUM 44.3% ~ e.e . OENSE)(fILL?) ML GL'f'JS:~L6~~~~~~C:;~~~~~E';~~~iu~ " SAND (MWIUM STIff) " 3-1.0%-88 . 36.7%-~ . ,.. " .. '90 , 3J,S>'J;.-Bll . '" .40.'% -82 " . ,.. " . '" " 31,'%.91 . '" " . '" " 15.0"-87 . '00 ML GRAYC!.Ay[YSILT (SOFT TO MIOIUMSTIH) '''' '" GItAOES TO MEOIUM STIff '" 8.-4'110-125 . "" LOG OF BORINGS ~RADES TO SllffWlTHSTlUNGIRS Of SILTY 'IfRY fINE ~NO " . GM SILH" SANDY C.RAVEL{MlOIUM PENSEl ML GflAYSIL1Wl1tIGItAVEl~Tlm BORINU COMPUtED 10.-25.79 GROUND WATER (NCOUNIUEO OURINI"j DRILLING AT 28' OfPlh DAM.. D MOOR. BORING 3 HEvAT10N, ,.e,'<IC '" '" GM (eM), BROWN SIllY SANDY GRAVEL WITH ROQtS " AND ORGANIC MATTU (lOOSE){fOPSOIL) " SROWN AND GRAY SILTY SANOY GRAVEL 'NITH COIIIILES AND OCCASIONAlIIOUlD(1tS (MEOIUM DENSE) , ML GRAY CtAYEY SILT WITH OCCASIONAL LENSES 30.9'la-9\ . OF SILTY VERY FINE SAND (MEDIUM STIFF) " . " 36.6""-88 . m " . 29.6%_94 , . IJ . BORIN"; COMPl[lEO 1G-;KI-79 '" PUCHEO WATU ENCOUNTERED DURIN... DRILLING AT 6~' DEPTH LOG OF BORINGS DAM_a G MOOR. '10 '" "" I" '" '" '" '" 3:1.""--89 ,., '" BORING 4 STATION 1+90, IS' RIGHT (EAST) ELEVATlONl 110'" '" GIlAY SILTY SANOY FINE TO COA~[ ORAV[L WITH OCCASIONAL COBBLES (MEDIUM DENSE)(F1LL) 13 36.6%-87 . GIlAOES WITH OCCASIONAL ORGANIC MAnu. ~ GRAY SILTY SANDY FINE TO C04RSE GRAVEL WITH OCCASIONAL COULES (MWIUM DENSE) GRADES TO DENSE WITH OCCASIONAL I" ICULDERS IlElOW 10' OIPTH " . I" GRADES WITH OECUMING SILT " 31.SllO ~ 93 . I" :lO.3~-9' " . 120. " auots WITH OCCASIONAL LENSES OF SilTY 29.1%-95 . VUy flNE S,f,ND "' " . 110 LOG OF BORINGS GM SILTY UNOY GRAVEL (MEDIUM DEN5f) ML. GItAYSILT WITH OCCASIONAL lENSU Of SILTY \llIv FINE SAND (STIFf) &ORIHG COM'LUED 11-1-79 GROUND WAIU ENOUNTUEO DURING DRILLING "'T 18' OEI'TH DAM.. 0 Moon. BORI NG I SJAJJON J<75. lot' un (WUTJ '" lL!VATlON, 189'" (CoP/GW), GRAY SANDY fiNE TO COAll.St SP GRAVEL WITH OCCASIONAL SMAll COULU SW (MEDIUM DENSE) ';>AAYSLlGHTLY SILTY fINE TO co....~[ SAND WITH GRAVEL (lOOSE TOMEorUM DENH) ,., " g. \~~ GW G:rJi~~~g~~i~L6Y~:o~~~ ~l[~\:f MfDIUM ML GItAY ClAYfY SILT WlTH OCCASIONAL LfNSU Of SILTY VU\' fINE SAND (MEDIUM STIff) II -40.1....-82 . '" II . '70 ", ,.. '" '''05_ 31.O't.." '.. ~ r noW'.. IIOUIUD 10 OlIVI DAMLS AND MCOtt :lo""""'LU ONI 1001 WitH,. HAMMU wtIG"T Of I~ us. AND ~~I~~~~, II" SUOK! 0' ,30 INCHLS. AO.I"'." . INt'ICAIlS Ofr'fH A' WHICH llJ'IIOlnUUlD DAMU AND 0''1'----' Mootl SAMI'lI WM U(fU.CHO. DIN\ITV IN PC, . INOIC""U orM" AI ~:c" Dt5lU..fO SoW""l w,u IJCTlACno. a.'NOIC.4IU OIPl" At WHICH DlnUIIUl 'AWU WAS UTUClIO USING nAt-C)AIO SPLIT 5'ooN SAWl.U, o lNOtCAIU ''''''''L1NG ..nt""". Wlltl NO ltCOVUY '35 " 32.1""_91 . '''' " 32.6""_ 91 . '" " . '" " 23,"".102 . '" " . 110 " ~ ,., " 21.7%-10' . " : GM SILTY SA-NOY GAAV(L (MEOIUM DENSE) ML CU,VSILT (STIFF) ~RADB WITH OCCASIONAL LENSU Of SILT)' VERY FINE TO FINE SAND " " 1I01lNG COMI'Lflto 10.'.-19 GIOUNDW"'TU fNCOL.:NTEUO OUllrNe. OIILllNC. AT 7' DEPTh NOT[5: I. lUE DISCUSSION IN THE UXl Of THIS IEI'OlT IS NlCUSUY fa' A "01'(1 UNDUS'A,NDING Of HI! NA.TuU Of THE SUI$UtlAC( MA1UlAU. " acllNG EL(VAlIOM O(tUMINlO flOM "PLAN AND "RCFILI, I10H Irvu IIIOe(" DAHD '-11.19, '10'0110(0 IV ......M INGINUlS INC, LOG OF BORINGS DAM." D Moon. '" JI . 210- " " '" " ....3%-68 . " 3C.0'll0-B8 . 195-_ 10 " 190.- . J3.~-88 . 10 -40..t'lro-81 . " . I7l " 31,1'10.9' . '" " . ,,,- " >>.'''.87 . ,..- BORING 2 STATION 5."7,21' RIGHT (LUT) ELEVATION: 2IJ'~ GM GRAY AND BlOWN SILTY SANOY flNE 10 COAUE ~ GRAVEL (MEDIUM DENH)(F1LL?' GUOtS WITH OCCASIONAL WOOD rRAGME.NTS SM MOTTltP 8RQWNAND GIlAY SILTY flN( 10 MEDIUM SAND WITH GAAVEl. WOOD "NO LENSES OF ClAY SILT (lOOSE TO MEDIUM OENSf)(FlLl?) ML Gti':s~L6~~~~~~':;~i~~~E~~O~~~~ SAND (MfOIUMSTlfF) ML GIlAY CLAYEY SILl ~OFll0 MEDIUM STIff) GIAOlS TO M(OlUM STIFF ,.. '" 20 J2.:J'l;._91 . '" " 36.'N..&5 . "" '" '" '" 8..("'.125 . '20 LOG OF BORINGS vRADE.S TO 511Ff WITH STRINGERS Of SilTY VHY fiNE SAND " . J. GM SillY SANOY Cll,AvEL(M[OIUM DENSE) PolL GRAY_SILT WITH GllAv(L (StifF) 6ORIJ'.,jG COMPlEHD 10-25-79 GROUND WAUt lNCOUNTf<<{O OURIN...ORILlINv....T 28' DIPT'" DAM.U d MOO... 2SO 24$. '" " '" 2<. , JO.9'lrio-91 . '" 10 . 2SO II 36.6%-88 . 10 . 22D 29.0."..94 , . '" 12 . 210 BORING ~ ELEVATION, 246'.- GM (~'jD ~~~~I~l~~1~~~L'(O~~~J~:;~7lfOOTS ,ROWN AND GRAY 51LTY SANDY GRAVEL WITH CallBltS AND OCc...SIONAl rooULPUS (MEOIUM DENSE) GRAY 'LAY~Y SILT WITH OCCASIONAL LENSES OF SILTY VERY FINE SAND (MEDIUMSTIFf) &OliN'; COMl'L[110 lo-JO-~ PEtCHED WAlEk ENCOUNTERED OURIN{,; DRIlliNG AT 6~' DEPTH LOG OF BORINGS DAM_. 0. Moon. BORING 4 STATION l~. 15' R'GHT (EAST) 21. ELEVATION, 210',. GkAY SlllV SANOY flNE TO COAIt!of. GRAVEL WITH OCCASIONAL COUlU (M!OIUM OfNSE)(J'ILl) 13 36.6'll,M87 . GRADES WITH OCCASIONAL ORGANIC MAnER '50 "" GRAY SILTY SANDY fINE 10 COARSE GRAVEL WITH OCCASIONAL coanES (MEDIUM PENS[) GIlADU TO DENSE WITH OCCASIONAL '" ". BOULDUS BflOW 10' DEPTH " 0 . '" ':W .. '90 GRAPES WITt! OKUASING SilT '" " 18 11.3%-128 . 31.5"," -93 . '" ML GIlAY CLAYEY SILT (MEDIUMSTlH) '50 '" X1.3"-92 " . 17' 17. 13 " 39.0'10-82 . GRADES WITH OCCASIONAL UNSU Of SilTY 29.1%-95 . ,,. VUY fiNE SAND '" " . '" ". .. >>.~.89 . '" LOG OF BORINGS GM SILTY SANOY GRAVEL (MlDJUM DENSE) ML GRAY Sill WITH OCCASIONAL LINSES OF SILTY VEIl'Y FINE SAND (STIFf) aolrNGCOMPUTEO 11.1-79 GROUND WAin ENOUNHRfO DU.ING DRILLING AT '8' DEPTH D........ D MOOA. '90 BORING I STAIlON 3'7~. U' LEn (WUT) ELEVATION, 189'.. (GP/GW), GAAY SANDY fINE TO COARSE SP GRAVEl WITH OCCASJONAlSMA,LL COaBLES sw (MtDIUM OENSE) -:iIlA,YSllGHTLY SIlTY fINE TO COAllSE SAND WITH GRAVEL (lOOSE TO MfDIUM DENSE) '''' '" ~ 160 ". '" E!- r IlO~ .IQUIUO TO D.N' DAMli AND 10100'( SAAI'LII ONI '001 "'It" A HAMMU WIIOMT 0' 140 Ln. "t~D ~~~W~I' II AnlO1:1 01 ;xlINCHU. 010.'" -12 . IND.cA1U 01'04 "'T WHICH UNOISlUUID PAWS AND 0'''--' ""00111 UWU WA.!o fJl'....CIID. DIN)lrY IN PCf . INOIC""n 0"1" AI WH:CH omu.uo loUl....r WAS ("llACllo. ..INOICAIU OI"H A' WHICH alnu_uo ~M'Ll WAS 'JlUACHo U\INO nA"",UD )I'W SPOON U.WL". o lNOlCAtU SAWlIHCo AfUWI Wlltl ~..o "COVUY '" " 32.1%_91 . '''' " 32,6%~ 91 . '" " . ,,. J7 73.."'-102 . '" " . ". " 2 ,., " 2 100 .. 21.7'li._IOS . " ; GM SILTY SANDY GRAVEL (MEDIUM OfN3IJ ML GIlAY SILT ~llff) GkAOES WITH OCCASIONAL LENSES Of SILTY "'fRY fiNE TO FINE SANO acRING CCMPL(ftO 10-2.-7'9 GIOUNDWAlU ENCOcNlUEO OUItINC OItJlllNC. Al 7' DEPTh NOtu, I. THI O~CtJnION IN Tm 1fXl or 111~ U'O.ll~ NECU"IV fOI A '10'11 UNOUSlANOINO Of tHI ~lUI( Of ll1( ~uasUUACf MA1UlALS, 2. IOtlNG (UVAlIOM onUMIN(O HOM "'lAN AND ,10flLl, I10H IIVU "IDG(" OAHO '.11-79, PrOVIOIO tv AlA"" INGINUU INC. LOG OF BORI NGS D....M.. 0. MOOR. " . lOO " , " ,,,- " ....3'lIio.68 . lOO- 11 3UI'llO-88 . '" 10 .. '90 . 33."""-88 . '" 10 .010.."'-82 . '" " . '" " 31.1""1 . 110 " . '" " ~.6"-'7 . BORING 2 STArlON 5"', 1" ~rGHf (fAST} ElEVATION, 213'. GM GRAY AND UQWN SILTY SANOY FINE 10 COAUl "G1' GItA.VlL (MEDIUM O[N5f)(F1Ll1~ GRADES WITH oeeMICNAL WOOD fRAGMfNTS SM MOTTUD BROWN AND GItA. Y SIL TV FINl TO MEDIUM SAND WITH GRAVEl, wOOO.....NO L[NSlS Of GRAY SILT (LOOSE TO MIDIUM OfNSE)(FILL?) Ml Gl'i'rJS~Lb~~~~~~':;~~~~~f~~O~~~~ S....ND (MEDIUM STIff) ML GRAY ClAYEY SILT (!>OFT TO ,M1DIUMSTlfF) GItADf.S TO MEDIUM STIff '" " 32.3':10-92 . "'0 " J6.","-~ . ,., ". '2.5 '" 8.4....125 . '" LOG OF BORINGS <JkAOES 10 STlfI Wl1H HIlJNv!1S OF SILT';' V[RY fiNE SAND " . GM SILlY SANDY C.RAYll(MEDIUM DENSE) Ml. GRAY5ILTWlTI1GRAVll(STlrF) IlOIlINC,COMl'lflIO 10-2$-79 GlOUNO W....TER [NCOUNTEUD OUIlINv. ORILlING AT 2e' DEPTh DAMI!I& 0 MOOR. ". ,.. '" '" '" ". 30.9%-91 . . '" 10 . ". " > 36.6%_88 . "'- 10 . ". 29.6'_9~ 'IS " . BORING 3 [UVATlON; 2.b'~ GM (<;.~~ ~R~~~,~l~:.r~~~l6g~~~~:;~~foon ~ROWN AND GRAY SilTY SANOY GRAVEl WITh COBBlU AND OCCASIONAL SOULOfFlS !MCO'UM O[NH) . ML GRAY CLAYEY SILT WJT:i OCCAS.ONAlLENSLS OF SILTY VERY fINE SAND (MEDIUM STIFF) BORINv COMPUTfO lO'lOo79 PUCHfO WAIU (NCOUNHUO DURIN... OIUlllNG At 6:' DlPTH LOG OF BORINGS "AM.. a MOOn. BORING q STATION 1"'90, IS' RIGHT (WT) !LEVATlON, 210',. '" '''=1; 0........ SILTY SANOY fINE TO COARSE CkA.V[L WITH OCCASIONAL COBBLES (MEDIUM DENSE)(fILl) 13 36.6'11.-87 . G"DES WITH OCCASIONAL ORGANIC IMnu "" 150~ ~ G.....y SILTY SANDY fiNE TO COARSE GItAVEL " WITH OCCASIONAL 'Oasus (MtoIUM DENSE) " "" GRADES TO DENSE WITH OCCASIONAL '" ,.. BOULDERS snow 10' DEPTH " 0 . ". '''''' " '90 CiRADES WITH DECRfASING SILT '" A..n;-I28 " . '" ML GRAY CLAYEY SILT (MEDIUM STIfF) '" ~ , 32.S'lrio';9(l . ,., '" , 30.3%-92 " . . '" 120 -:--- 13 " 39.0'Ii0-82 . C.....OU Willi OCCASIONAL UNSES OF SILTY 29.1""-95 . "0 VU:Y fINE SAND '" 36 . '" "0 " ]J.N ~ 89 . ,.. '" LOG OF BORINGS GM SILTY SANOY G.....vn (MEDIUM DENSE) ML GIlAYSILT WITi10CCASIONAl LENSES Of SILTY VfRY fiNE SAND (STIff) WRING COM'UTfO 11.1-7'1 GROUND WAIn (NOUNTLR[D DURING ORILlING AT 18' DErTH DAM.. . MOO... '" " . 21. " " "" " .u.J'lIO_68 . 200 " 34.0%_88 . '95 10 " '90 . .3J.9'f'_aa . '" 'CO.'.....82 I. . ',.. " . '" " ::U.I~-n . '10_ " . '" 1$.6" ~ a7 " . ,., BORING 2 STATION 5'47,21' RIGHT (EAST; [HI/AllON"I3'# GM GtAY AND &/lOWN SILTY SANOY fiNE TO COAk5E ~ GItAVCL (MEDIUM OENSC)(fILl l' GkAOES WITH OCCASIONAL WOOD FlAGMENTS SM MOTTLED BROWN AND GRAY SILTY fiNE TO M~DIUM SAND WITH GRAVn, WOOD ,1.NO LENSlS OF GRAY SILT (LOOSE TO MEDIUM OfNSC)(FIll?) ML Gl~~S~L6~~~~~~':;~~~~~[~~O~~~~ SAND (MfDIUMSTlfr) ML GRAY CLAY[Y SILT 150FT TO MEDIUMSTlff) GUDES TO MEDIUM STIFF '" '" 32.J'lro_'12 . ,,. ,,, " 36.7'1'0.'85 . '" ". '" '" 8......12~ . LOG OF BORINGS 18 . GM SILT.... SANOY Gk,t,V[L{M[OIUM DENSE) ML. GRAY SilT WITH GltAvn (STIff) BOiliNG COMPLEHO lo-2!1.;rv GMQUND wAru ENCOUNT!REO DUIlINl,j OIlILUN':> A1 28' DEPTh DAM.. II MOOn. '" '" 30.9% ~ 91 '" 10 . '" " 36.6%_88 . '" 10 . '" XI.6'1rr;,_94 '" '10 BORING 3 ELEVATION, 2"6'~ GM (~~O gR~~~I~l~:~~~lYO~~~J~~I~~)OOTS SROwN AND c;ltAY SILTY SANDY GRAVU 'NITti COBBlts AND OCCASIONAL BOULDERS (MEDIUM DENSE) . GRAY CLAYEY SIlt WITH OCCASIONAL L(NSU OF SilTY VlRY FINE SAND (MmIUMSIJff) &ORIN.... COMPLEUO 10-)0-19 PUCIiW WAnR ENCOUNTERED DU.IN.... DRILLING AT 6~' Off'lH LOG OF BORINGS DAM.O 0. MOO... ':. '" BORING I ~T...TlON 3075, I'" un (l'tUT) II ". n[VATlON, III9'a (GP/GW). GRAY SANOY flN[ TO COA!t5f SP GRAV[L WITH OCCASIONAL SMALL COBBLES SW (M!DIUM DENSE) 'jRAY SLIGHTLY SILTY fiNE TO COAItSE SAND WITH GRAVEL (LOOS! TO MEDIUM DfNSE) '" '" Cill. ::r:.~ gw G:-'::~fL~~g~~:ITL6Y~tD~~ ~~~ES:) MEDIUM ML GRAY CLAYEY SILT WIIH OCCASIONAL UNSES Of SILTY VfRY fiNE SAND (MEDIUM STIFf) '" '" ,6> '" !!:!... r al0w5 I(OUIRID 10 DIIVI Dof.MU AND MOOt! 5"M~U' 0"11 fOOl WITH" HAMMlI WllGHT 0' 1<1(1 us. Ar~o ~~I~W~l II A UtO", Of JO INCHU. 40.1"" ~ n _ INOICA1I5 OlP'TH AT WHICH UNDIUU"'(D DAMES "NO 0"---' Moo,( '''MPLE w.u ():.II"CIIO. DENSITY IN PC' It lNOICAIU DU'lH AT WH:CH DI5TUIUO So.u..",1 WA5IJlTUCTlD. ..'NOKA.1U DEPTH AI WHICH CISlU'UD ~MI'll WAS I"-TUCIID U\ING 'T...foC)",ao Vlll 5~ON 5AWlll. o INDICATU 'AWlIN" AT1lM~TWI1Il NO tECOVl1'( '" " 32.1"" ~ 91 . '" " 32.6%_91 . '" " . '" " 23.....-102 . " 21.7%-1~ II " .. GM SIlTY SANDY GRAVEL (MEDIUM DENSE) ML GltAYSILT (STIFf) " . " :ill GRADU WITH OCCASIONAL LfNSES or SILTY VlIlY fiNE TO FINE SAND 7J " IlORING COMf'lnWIO_,._7'9 GROUNDWATER ENCOCNTERED DURINO DRILllNC. AT 7' DEPTh NOTES, I. HIE DISCumON IN THlllXl Of THIS 'El'OIIIS NfCU5"'IV fOI A "O'lI UNDI.sIANDING OF Hil NATUII Of THt SU~UtlACf MATEtIAL5. 2. to.ING HIV...TlONS OUf'MlNEO nOM -'LAN AND riOlllfo HOh INEt UIDGr- 0"'1[0 9.11-79, "OVIDEO 1'1' ......M fNGINIEtS INC. LOG OF BORINGS DAM.. 0. MOOR. :" '" JI . .210 " .. '" " . 200 " 34.0'W0.fl8 . '" 10 .. '" JJ.9'lrO ~ B8 . '" > .40.4%,82 10 . " I . '" " 31.1'lrio_91 . '" " . ,,,- ~.'''.87 " . 16' BORING 2 STATtON 5'47, 21' RIGHT (EAS') ElEVATION, 213'~ GM GIlAY AND BROWN SILTY SANDY fiNE TO COARSE W Gt.AVEL (MEDIUM DfNSE)(fIlL?) GRADES WITH OCCASIONAL WOOD flAGMEN'S SM MOTTllO IlROWNAND GIlAY SIlTY fiNE TO MEDIUM SANO WITH GRAVEL, WOOD "NO llNSn Of CkA'!' SILT (LOOSE TO MEDIUM DCNSEHFllL?) ML GL~rJS~L6~J~~6~~C~~~~~~~E~~O~~~~ SAND (MEDIUM STIfF) ML CUY CLAYEY SIlT (SOFT TO MEDIUM STIff) GR.AOU TO MEDIUM STIFF '" 155_ " J2.J'>i,_92 . 15' JJ 36.n.85 . ,"'- "" '" Il3 i 8.....-125 . i LOG OF BORINGS ';;'IlAOES 10 STIff WITH STRIN.:>lRS Of SILl" VHY fiNE SAND " . GM SILTY SANDY GIlAVEl(MEDIUM DENSE) ML GIlAY SILT WITH GI!AVll ('SlIfFJ BORIN" COMPlEHO 10-25-79 GROUND WAIU fNCOUNTUW DURIN.. ORILlIN":; AT 711' DEPTh DAM_a 0 MOO... ,,, " " " ,.. 8 30.9%.91 . "5 ID . '30 > 36.6'110 ~ 88 22~_ ID . ,,. 29.6"'-94 '" Il . 'ID BORING 3 HtvAHON, :146'... GM (~~O ~k~~~I~L~~~~~L6~~~J~~~7L~OQ'S UOWN AND GRAY SILTY ~ANDY GRAVlL WITH coaalES AND OCCASIONAL BOULDeRS (Mf01UM DENSE) ML GRAY CLAVEY SILT WITH OCCASIONAL LENSES Of SILTY VERY fiNE SAND (MlDIUM STIFf) &ORIN" COMPLEHD lo-:l;I.79 PftCHEO WAHk ENCOUNTERED DURjN... DRILLING AT 6~' DEPTH LOG OF BORINGS DAMUS B MOOR. '" "" "" 'J/9' " ,,. 6.:1""0.128 " . , 32,5'\10.90 . ,., 175- J9.0'lr0." 11O~ '" XI.N." "" IS' BORING 4 STATION 1+90, IS' R'OHI (WT) lLfVATlON: 210's GM GRAY SIlTY SANOY flN( TO COAllSl GAAVlL WITH GP OCCASIONAL COBBLES (MEOIUM DENSEXflLL) GRAOts WITH OCCASIONAL ORGANIC MATTU GRAY SILTY SANDY f,N( TO COARSE GRAVEL WITH OCCASION.\l COULU (MEDIUM DENSE) GRADES TO DENSE WITH OCCASIONAL aoULDERS BHOW 10' DfnH GItAPES WITH OfCRu'SING SILT ML GllAYCl..A.YN SilT IMEOIUM511ff) GUOtS WITH OCCASIONAL LENSES OF SILTY VlI/Y FINE SAND " 36.6%-87 . ,,,- '" '" 18 31.5''''.93 . '" '" " 30.3'110-92 . '''', " 0'9.1%-95 . '" LOG OF BORINGS " . GM SILTY SANOY GRAVEL (MEDIUM DINSE) ML GItAY SILT WITH OCCASIONAL LENSES OF SILTY VERY fiNE SAND (STIFF) " . &aMING COMPUTED 11_1.79 GROUND WAHl ENCUNT!UO OURING OI'LLING AT IB' DlPTH DAM.. 0. MOOR. 175 " . '''' .C1.2'IiO~"ao " . ", " 33.0iI0.~ . '50 32.8'>0.'2 '" :Il,()'lO..89 ,.. !!!. BORING I STATION 3<75, I.' LffT (WEST) " "', ELEVATION, 189'. (Gr/GW), GIlAY SANDV fiN! TO COARSE SP GRAVEL WITH OCCASIONAL SMALL COaBLES SW (MEDIUM DENSE) ~~Y SLIGHTLY SILTY fINE TO COARSE SAND WITH GRAVH (LOOH TO MEDIUM DENSE) ,. ", GP G~Y SLlCilfTLY SILTY SANDV fINE TO MEDIUM GRAVEL (LOOH TO MfDIUM DENH) ML GlAY CLAYEY SILT WITH OCCASIONAL LENSES Of SILTY VEIIY fiNE SAND (MEDIUM STiff) r news tlQUllfD TO OIIVI DAMU ANtI hlOOl1 SA""UR eNl fOOl WITH A HAMMfI WIIGH' 0' 140 \15, AND ~~'~TI~~I II A SUOt.1 01 ](I INCHlS, 40.1......' . .INOtCAIIS Clt'IH AT WHICH lJNDISIUlJlD 010.I0Il5 AND Dtv--' MOORa UMI'U WAS '_"ACTIO. DtNSIl'r IN 1'('1 . INDICAIU OlrlH AT wt1:CH DISTUR.fO S"'M"'I WASC.""'''ID. ..,NOICAIU DI',H AT WHICH OISTU"(O SAWU .....AS OnACTlO USING stANOAW 5'LlY SI'OCIN SAWUi, o INtHc....Tn \AMl'\ING ATII""'T WITH NO ueovu'/' '35 32.1"..91 '''' 32.6\>- 91 '" ,,. " 23.."-102 . '" '" ''''' " 21.~-I05 . " " . l GM SILlY SANOY ""...VEL (MEDIUM OENSEl ML GAAYSILT (STIFf) " . " llll ~R.ADES WITH OCCASIONAL LENSU Of SILlY VERY FINE TO fINE SAND " "' a<)IING COMPLETED 10-2.-7'9 CiIOUNDw...,U fNCOt:NTUED DUliNG DRILUNC. .., 7' 011'111 Nom,. 1. THI Dl1CUSSION IN THlllXl Of THIS U'OU IS NICUSAiY fa' A "O'U UNDIISTANOING OF THE NATUll OfTHlSUI)UIf....Cl MAIUIAL.S, 2. 1O"NCi UlV...TtOl'6 onUMINIO nOM "'LAN ANO noml, HCH .lvIIUIOGf" O...IlO '.11-79, 'IOvIOlD IY ......M INCiINUIS INC. LOG OF BORINGS DAMes f). Moon. '" " . '" OJ ~ '" OJ "4.3'>>-68 . ""- 11 J.4.0%.88 . '" ID " . 33.'hO.as . ~ '" .co..c'lb.82 ,. . ,.. " . 175_ " 31.'....-92 . 170_ o. . 1~.6'" -11 11 . ELEVATION- 21J'~ GM GRAY AND 8ROWN SILlY $ANDY fiNE TO COARSE ~ GRA....n (MEDIUM OfNH)(fILL 1L GItADts WITH OCCASIONAL woaD ~GM[NTS SM MOTTLED eROWNANC GlAV SILTY fiNE TO M.{OIUM SAND WITH GIl4V[L, WOOD ~NO L(NSrs OF GRAY SILT (LOOH TO MEDIUM OENSf}(FILL?) ML GL~S~L6i~~~~~c~~~~~~[~go~~~~ SAND (MEDIUM STIFF) ML GRAY CLAYEYSILT ~orT TO MEDIUM STIfF) GRAOts TO MEDIUM STIFF BORING 2 STATlONS'.7, 21' RIGHT (EAST) ,.. '" '" J;l.:r;...92 . ,,. JJ 36.7%-85 . z g ~ ". '" '" 8.."'-125 . I 11. LOG OF BORINGS .;;t.t.OB 10 STIFf WITH SUlNC';US or SILTY VERY IIN[ SAND " . ;J GM SILTY SANOY CAAV[L(M(O'UM O(NSf} ML GRAYSlllWIWGkAVtL(STlfFl 80RIN" COMPUTED IO-2S.~ CROUND 1'0'1.1(11 [NCOUNTUEO OURIN;.> ORILLlN':;' AT 2!!' DEPTh DAMES B Moon. '" " " " '" 8 - '" " -/ '" " - '" " - m- , - '" " - ,,, BORING 3 f.Ll\lATION, 2<40'.. GM (';.~O ~~~15~L~;:(~(~O~~~J~~16~l:OOTS SROWN A.ND GRAY SILTY SANDY GRAVEL WITH COBBLES AND OCo.StONA.l BOULO[1t$ (MEDIUM DEMEl . ML GIlAY CLAYEY SltT WITH OCCASIONAL LENSES OF SILTY VERY fiNE SAND (MEDIUM STIFF) &ORIN'; COMPUtED '0-30-79 pueHED WAHl (NCOUNTUEO DUliN':';' DIllLlNe. A1 0;' PErTH LOG OF BORINGS DAM.. 0 MOOA_ 210 "" "" '" ,.. ~ '" ~ z Q ~ ,.. "" '" :J:I.N.!9 ,.. '" BORING 4 sr,t,TlON 1+90,15' tiGHT (fAST) ELEVATION: :210',. GM GRAY SILTY SANOY fiNE TO COAR51 GIlAVIl WITH W OCCASIONAL COBBlES (MEDIUM OINUXF1LL) GlADU WITH OCCASIONAL ORGANIC IMHUt GM GRAY SILTY SANDY fiNE TO COAltSl GRAVEL GF WITH OCCASIONAL COULES (MEDIUM DENSE) GRADES 10 DENSE WITH OCCASIONAL &OUlDUS BELOW 10' PEI'lH GIlAOES WITH OfCttASING Sill ML GMY ClAYEY Silt (MEDIUM SlIfF) GUDU WITH OCCASIONAL LImES Of SILTY VUY fiNE SAND '" 30.6""87 13 . 13" 13 . "" " 31.5%-93 . 13" '" 26 30.3"'.92 . '20. 26 2'9.''''-95 . "' LOG OF BORINGS GM SILTY SANOY GRAVEL (MEDIUM DENSE) ML GRAY Sill WITH OCCASIONAL lENSES OF SILTY VUY fINE SAND (STIfF) " . &OtlNG COMPUTED 11.1-79 aROUND WArU [NOUNTUm DURING OlrlllNG AT la' DEPTH D....M.. a MOOA. BORING I SrArrON3_7), U'LfnCWfST) " 10. ELEVATION, 189'. (COP/GW), G/tA,'I' SAND.... fiNE TO COARSE SP GltAV(l WITH OCCASIONAL SMl.LL COBBLES SW (MEDIUM DlNS[) t;iRA Y SUGHTL Y SilTY flN( TO COARSE SAND WITH GItA~EL (lOOH TO M!OIUM DENSE) ,as 180 ---...;., .to.I~-B2 '" '" ~ Z ~ a ", '" '" '" ~ r tlOwS tlQUIt(O 10 0'1'11 DAMU A,..,O MOOII SAMPUI ONI fOOl WI1H A HAAw.U WlIGHl 0' 1010 LIS. AND ~~~~~~, II" mOI:l 0' JO INCHU. 4O.1....U. INO'IC-'lf5 0'''" AT I'I'liICH UNOlSrUkllO OAMlS AND ~:~;;r;' MOO" 'AWL( WA,i 1.Il'UCHO, IN ref . INDICA1U 01"11 A' 'WW:CH DISlUllfD S.w.P\1 WA$ hUAClID. ..'NDtCAHS 01"" A' WHICH OIUUIUO MWU WAS (lITtACTLD USINO UAf'<<)AItD "lI! S~ON 'AM"'''. o INDICAn, SAwtlNv Am""", Willi NO '(COVIIY '" 32.1'lli_91 '" 32.6"'_ 91 '" '" 23.4'1r;._IO? '" "' " ., '" " 10 '''' " 21.7%-105 . " SILTY 'ANOY GRAVEL (MEDIUM DENSe) GRAY SILT (5T'fF) GRAOES WITH OCCASIONAlUNSES Of SillY VERY FINE TO FINE SANO IlORING COMPL(JEO 10-24_79 G'OUNOWATER ENCOL:Nl(REO DURrNG ORILLlNG AT." DEPTh NOm,. 1. IHC DISCUSSION IN IHE H)fJ 0, 1HIS R('On IS N!ClUA'Y fOR A "O'U UNOU1TANOINO Of 11i[ NATUII Of tHI SUUU"ACI MATUlAL1. 2. IORINO lLlVAHONS Oue'MIMO fROM -'LAN AND rlOflLl. HOI1'IVI.lIIDGI- OAIIO '-II..", rlOVIOlO IY AIAM INGINlIU INC, LOG OF BORINGS DAM.. 8 MOO... BORING 2 STATION S'~7. 21' RIGHT (~T) '" ElEVATION,. 213'~ " GM GRAY AND BROWN 51LrY SANDY fiNE 10 COARSE . 'Gl5'" GRAVEL (MfOruM OfNSE)(FILl7) 210- GRADES WITH OCCASIONAL WOOD " flAGMENTS .. I "" SM MOrTUO BROWHAND GRAY SILTY FINE TO MWIUMSAND WITH GIlAVll, WOOD "',NO " LENSlS Of GRAY SILT (LOOSE TO MIOIUM ......:no.-68 . OENSf)(fIll?) 200_ ML GL~S~L6~~~~~~CS~~~~~~~[~~O~;~~ " SAt~D (MfOIUM StifF) 34.tnO-88 . ,.. 10 " " ML GRAy CLAYlY SILT (!tOFT TO M(OlUM STIff) ~ Z , Q 33.9"Iio-sa . ~ '" 40."%_8' 10 . " GRADES 10 MEDIUM STIFF . 175- " 31.1....n . 110 .. . '" 35.6".17 " . '" 20 32.J'lo,-n . 'SO " 36.""',~ . '" 0:" 8,"'110-125 '20 LOG OF BORINGS ,"-RAOES TO STlffWlTHSUrNGUlS OF SILTY VERY fiNE SAND " .' GM SilTY SANOY CRAVEL(MfOIUM OENSf) ML GIlAYSrlT WITH GRAVU (STiff) '" I . ' BORINe COMl'L[TfD 10-25-79 GROUND WA1(1I [NCOUNTutO DURIN" DRIlliNG AT 28' OUT" 25' '" " " " '''' , ~.9'lIO.91 . '" 10 . '''' " . '" 10 . '" 29.6-';'-94 . . '" 13 . '" BORING 3 H[VATlON: '46'.. GM (c;,~p ~R~~~~l~:~~~~og~~~~~~~form ~OWN AND GRAY SIUY SANOY GAAV(L 'fIITlI coaaLES AND OCCASION.-.L aaULOI/tS (MCDIUM DENSE) ML. GRAY CLAYEY SILT WITH OCCASIONAL UNSB OF SILTY VERY flNISAND (MIOIUM STIFf) eolllN~ COMPUllD 10-30-79 ' Pltc;H(O WAIU (NCOUNTUIO OURINiJ ORILlINC A' 6!' O!PTH LOG OF BORINGS DAM.. 0 MOO... '" " . '10 " .. 'OS " .u,J%_611 . ,'" " J.l.O'lit_sa . '" 10 " '" . 33.'hOo_sa . ~ '" 40.''''-82 10 . ,., " . 17.5_ " 31.1"'-92 . 17' " . '6\ :J.S.......7 " . ,.. BORING 2 STATlONS_41, :11'RIGHI{(AST) fUVATlON: '13'~ GM GlAY AND BROWN SILTY SANDY fINE TO COARSE '"G15" CIlAV[L (MEDIUM OfNU)(fILl?} GlAPU WITH OCCASIONAL WOOD FUGMENlS SM MOITUD UQWNAND GIlAYSILTY fiN! 10 MEDIUM SAND WITH GItA....n. WOOD "NO ~ENUS OF GIlAY SILT (LOOSE TO MEDIUM OENSE)(fILl?) ML GLr:;rS~Lci~~~~~~~~~~~~~(~~o~~~~ .5ANO (MEDIUM STIff) ML GRAY CLAYEY Sill (!oOFT 10 MEDIUM STlFF) GlADES TO MEDIUM STIff '00- '" '" 32.]')._92 . '" '" JJ 36.7%_85 . '" ". '" '" 8......125 . '''' LOG OF BORINGS vk,t,OES TO STIfF WITH SUtN::;EU Of SILTY VEkYftNE SAN~ 18 . GM SIL-j;;'SAN'OY CMYU (MtPIUM DENH) ML GRAY SIlT Willi GRAVEL (StifF) WRING COMl'lnEO 10.25-19 GROUND W",TU (NCOUNTERED DU.IN~ CIlILllN", A' 2.' OE'Tt; DAM.. 0. MOOn. BORING 3 EL(VA.TlON: 2.0.... ,.. " GM (GM), BROWN SILTV SANOY GAAv[L WITH lOOTS " AND OIlGANIC MAnu (LOOstl{TOPSOll) " 'ROWN AND GRAY SILTY SANOY GRAVEL WITH ;:OBBLU AND OCCASIONAL aoUlOUlS (MEDIUM DENSE) '" lolL GRAY CLAYEY SILt WlTli OCCASIONAllfNSU , 3O.9'lOo.'I'1 . OF SILTY VERY fiNE SAND (MEOIUMS1IFF) 10 . 23' 11 36.6-';'.118 . 10 . 29.6"-9<4 , . '" " . &OltN" COMPUHO 10-:0-79 PflC:HtD WAltR [NCOUNlll[O PURIN'; DRIlLlNC AT 6~' DfPTH LOG OF BORINGS I I i 2M ""'I I'iil , . i ' I f--- I s.wa ~I~ In 9~ IJ)I.\..;. _:t Nl N ~ ~I:'I: \Jl!~ Sl~ ~ -t~ I ~~p/. ~ ~ ~~~. .&: '::>~ I \3 ~ \l ~rJ.lUau. j ~ .!? ~ I ~ ~ ~ oJ ~:> QJ .... ""f~ 'J\ ~"2.-'I/IQ. I :il~.... ~ :t&:)cn~\lli ~ ~ ~ ~ 11;'" ~I ~ * ~ ; ~ ~ ~ ~ ~ ~.~.. -Il\" ffi '" - /!! "'i '" . 3 \l ~ G . Q. 4. ~ 'M '2 ~ ~~~~~~t~~l:~i~i!~ 0 ;1 ~ ' ~ /1.j 4. (! I ~ ~ 'II '1 Iii .( .Q A ~'~ ~ ~ ~"7 I I <> \l. /l. if AI." _. I ~ri. <4 to =1 ~ r: i ~I-ll ~I ~ Q. ~ ~ "'1'" .. !3 J ~lll~lI)~i'3~;j~ ~~~(tl111 \\.10 ~ ~I ~ ~ ~I ~ ~ ~ M ~I ~ ~ j ~ ~I C. . . _~I ~ '" ;:!; I. ~ i Cl ! , ' , '" . = , ;;;< I I I ." I a :3: a I wf: z: ~ I ! I a ~g ;:: U I I I => ." >- I '" \0 a a ":2 u S I cJ ~ 1'1 ! i ~cl ! I ~ lU I, I I t>t\l- ! I :]::. ~ a I co .;t. ~ I J I i :5- I I I ~ , I ~- -J "- -' ~f- !" -t: ~~ -I[ ::: >- '" UJ UJ C ... :E C3 ~_.._~' i I I 1 .. ! I - I i ! I , m I' : i I I ) I . i I 'j(- ! 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AND ~OIN'~N1 11 A snoICI Of X1INOtU. g~~U . ~'~~tl"w:: ~~::~lllUtJID DAMlS AND IN re, _ INDJCA,TU OlnH AT 'WHIOt OIS1uaUo S"",,^I w.u IXUAClID. ..INOICAIlS 0(11" AT WHtCH DtSrullW IAWlI WAS I.lfTIACTro UlINQ UANDAIO PUT SPOON IAW\.t:I, o INDlCAnS MMl'LINO AnUM" wnw NO ItCOVIIY LOG OF '" " :12.1"'.9' . '" " 32.6%.91 . "" " . ". GM SILTY SANOY GlAV(L tMWIUM DENSE) 2 '" M GIlA.Y SILT CSTlfF) ~ 23.4%.102 . Z '" 0 ~ " . '" " a GAADfS WITH OCCASIONAL LINUS Of SILTY VUY fiNE TO fiNE SAND '" " a '00 .. 21.7'Ilo.105 . " eollNG COMP'Lnm 10.-24.79 GlOUNDWATU fNCOUNlUfD OUIING DIILLlNG AT 7' OEPT" NOTUI 1. Ttlf DlSCUSSfON IN Tl'll TEXT Of THIS UPOU IS NICUSAIY '01 A 'lO,n UNOfUTAp.()INO 0' 1Hf NA.TUU 0' TKl Wasulf...CI MAJU1A.U. 1. IO.INO lLlVA1fONS DnUMlNm '10M -PVoH AND '.OULl, HeH .lYfI Ul001- DAlm '.11..". '.O....lDlD IV A&AM INGINUI$ INC. ?REL\W\\~~~~ ....... BORINGS..... ........ DAM.. . MOOR. PI,ATE A-I ~J , J] ~I '" 21 . '10 Il H "" Il 44.3'%.68 . '" Il )4.0'Il0.1/I . '" to .. ~ '" ! z . 2 33,",.88 . ~ '" ~ to 40.4%.12 . ". " . '" " .11.1"'-92 . '10- " . '" 15,''110-17 Il . ". BORING 2 STA1IONSt<47. 21'IIOH1 (lAST) fUVATION, 213'. GM G~"Y AND IROWN SILlY SANOY fiNE 10 COAlSE W GItAVn (MtDkJM OENSf)(FILi.?} GlADES WITH OCCASIONAL WOOD flAGMlNTS SM MOTTLED "OWN AND GRAY SILT'1 FINE TO MEDIUM SAND WITH GRAVfL, WOOD ANO LtN$n OF GlIAY SILT (LOOn TO MEOIUM OfNSf)(flU.?) ML GL~JsllL~~~~~~~~~E~~~~~~ SAND (MWIUMSTlFF) ML. ClAY CLAYEY SILT (Son TO MWIUM STIff) GIlAOU 10 MLDIUM STIfF ,.. '" '" 32.~.92 . '50 33 36.7'Ilo-8.5 . ,.. '" ,,, '" 133 1.""'-125 . '''' ClAOES 10 STIFf WIlH STtlNOUS Of SILTY VUV fiNE U.ND 18 . OM SILTY SANDY GItAIIU (MEDIUM P[NSf) ML OltAy SILT WITH GMVa. (STiff) IOtlNG COWmED lo-Z5-19 G1OUNO WAHl lNCOUNlIUD DUliNG OIILLlNC AT 21' OUTH ~ f\\\,\f-\?-\ ?\,~S.\..\\'l\ ,./ LOG OF BORINGS DAM.. . MOO". BORING 3 '" UfI/AlleN,2A6'& '" a GM (~~D ~~~lsdL~::f~~'I'O~~)~~~lb~LiOOl5 " a UOWN "NO GlA.Y SILTY SANDY GRAVEl.. wnH COUtU AND OCCASIONAL BOULDERS (MEDIUM OU-Ul) ". ML alAY CLAYEY SIU WITH OCCASIONAL UNSES . 30.""'-91 . Of SILTY VERY flN[ SAND (Mf:OIJM STIFf) '" 10 IE . ~ Z 2" Q II ~ 36.6%-88 . d '" 10 . '" 29.6%-9" , . '" " . IOIING COMl'UTtO 1().o:JOw7? 210 rUCHfowATU [NCOUNTUW DUlING OlltLlNG AT 61' DUTH \\I\\~I\R"{ \,Rt.\-\\'l '0 , ,..." LOG OF BORINGS DA.... . MOO"_ BORI N G 4 STATION 1+fO, U'llGHT (fAST) ". ELEVATION, 210" "'3 GUY SILTY SANOY fiNE TO COARSE GMV[L WITH OCCASIONAL COULlS (MEDIUM DtNSE)(FtlL) " 36.6'110.11 . "" GlADU WITH OCCAUONAl ORGANIC MA.nU ,.. GUY SILTYSANPY fiNE TO COAlS! CAAVlL WITH OCCASIONAL COULES (MEDllM DENSE) '" . OU-DES TO DENSE WITH OCCASIONAL '" IOUl.OUS IELOW 10' PEPTH Il . '" ,.. '" OUtOD Wntt DECIWINO SILT g '" " ~ " 6.3'110-128 . Z 31.~" .93 . 0 E '" ML GMYCLAYEVSILT(MEOIUMSTlFF) ~ ". i z , Q 32."'--90 . ~ '50 12' d " , . . "' ,.. 12 " )9.0%-82 . OWLS WITH OCCASIONAL LfNSf.S OF SILTY 29.1"'_" . "" VflV fINE SAND "' " . "' '" '50 ,.. GM SILTY SANDY GRAVR (MEOIJM OENSQ Ml. GItA.Y SILT WITH OCCASIONAL LENSES Of SILTY VllY FINE SAND (STIff) aoa'NG COMPUTED 11-1-79 GROUND WAUl ENOUNUUO OUltNG DIILUNG AT II' outH ~{ ~\~~ ??-.t\'\ LOG OF BORINGS DAM.. . MOO.. >- J:I-' 0::: :.:D:l;~ 0 C> 0 <( ~jjz(/) 0 '" 0 wJ:w.... .... '" ex> Z I O-(/)D:lIi I-m :2: (/)-1 -I~t -' ~Ul~ 0 0 0 w ~ 0 0 0 0::: D:(/).... 0 ~ 0 OWlIi N "" 0- I Zg:~ ,lI> >-t 'Z S 0 /Ii >-!::g ;; CO 0 '" "' >- D:(/).... ex> '" ex> a: '" effilli Cl em -I WI- !i: t- D:Zl&.~ en ~~o '" ~ .... ILl "" N ...; t- !!?~~ "" "" "" ~o 0= <t ILl :J: 0 en '..) ~~ t- O ,:~>. W ILl 0- 0= >- C5 I- "' ..J ii: -I I.L (5 (/) 0 ':>- r, l- I- I- tj, -' -' -' >- VI VI VI { >- >- 0= >- <t '" '" '" ~ ~ >- >- :E "' -' S S :E ~ u u u ::> .~. z en 0 ~ +, +1 +. ~ .... "" "" . . 0 co ex> :!! V ~ W ..J u W 1;;15 C!) z cr N ~ '" 0 m DAM.. . 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III WIT"OCCl.'IONA~ L!NSU 0' lILTYflNl 'ANi :>0,1 77,' " joJHtLliVili ,0 ,Do ~/l,F(Y CONSOLIDATION TEST -.DATA DAM.. . MOO... ~g ~ ..J o ::> o -0 ..Jo;t ... ... i;: J < J~ iJ~ ~i5 o o o en o CO o >- o ICl o t<> o N ~ '0 ICl o o;t X30NI en z o t:{ z - :2: a:: w I- W o I- - ~ - -1 ...J U ..J w (IlJ N Z '" 0 '" ..J U o '" All:lIJ.SV1d o N (!) a:: w OJ 0::: W l- I- <J: ~ o PRELIMINARY ............................................,.........- PLATE A-II r---- ~"f : ,'~ ,I '''',' (-,7"\-:- ';....~:7-:-:~ 1'~~~;~"~ ,e 2::~~~~,:H .:~" .... ....~- ." ...... 7 _ ... *,,,, '-.+:2:'''' · ~,~l'~><'r"".,. '".' .~-"'/i"~I.....II.. '" , ,.. '<,X i;.:-:~ .. ~ -- C/&'''' ,- ,.- - - f. 'c," ,,,'. . ~ ',<, \~tl." d~t^ --I~, '1 ~~:'~c,<J!f~.~?)[. "";0,..""" I '0 ,F' ~cc . .i' l~d $1/1< "... ;lI, I I"",m,~~"i'."W:"" . '"'"....~ ". ~\,J";" 'rXf" ~ ",,,,,. . ". '8/" ,,,,,.~')( """..t/S' ."';: ,';::f:i!,,;:: \{:(, i~::"';J;~ ':' ~ ,,3/: ~":.,' . ':\WI~"~~ ~ ~"{,,!\ 'j 1)>) m~:.iL ~.. ' "~\ ,;-..."'j"l \' I -." 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"l. -" It...l ";r--;;:;.J:':- ~ ..I~:-::-~"':l._i_,.::' ,('i ,':.,.,r.)!~ .~_. ..., ~'". ;::'.'\ ;: ',;' ".' i :~:~ t~: II) " I\j,. I,o!,~ '.rJ i~' n -,.. 1~" / - rI~ .~'._ ~I!'..'" It $~;: .,.. .IIW ...~~'106tf.......,..I.,. ;. _....__ ,~w.,."._"_,_"~,._,_,__,~~,.,______~_,,_,,,,~,~,.___....,- ___..~ -,... "" ',~: ..<'.-.... mixed in the same proportions and to the same consistency. The increase of cement content or the use of admixture will not be premitted for the purpose of qualifying aggregates, Test Requirements The third paragraph, of section 9-03,8(2) of the standard specficiations is revised to read: ,For Asphalt Concrete Class 0, the fracture requirements for each size,U.S, No, 8 and above are 75 percent with at least two mechanically fractured faces, and 90 percent with at lease one mechanically fractured face, Gradation - Future ,Use The table for FINE AGGREGATE in the first paragraph of section 9-03.(3)A of the standard specifications is revised to read as follows for Class 0 and Class G asphalt concrete: Class of Asphalt D G, Size Designatlon 3/8"- 0 3/8"- 0 XPassing ,1/2" Square Opening 100 XPassing 3/8" Square Opening 100 97-100 XPassing 1/4" Square Opening 68-88 XPassing U.S, No. 4 Sieve 30~50 XPassing U.S. No. 8 Sieve 5-15 XPassing U.S. No. 10 Sieve 32-53 XPassing U.S. No. 40 Sieve 11-24 XPassing U.S. No. 200 Sieve 2.0-5.0 3.0-7.0 Proportions of Materials The table for GRADING AND ASPHALT REQUIREMENTS in the third paragraph of section 9-03.8(6) of the standard 'specifications is revised to read as follows ,for Class D asphalt concrete: Percentages by Weight Passing Sieves Class 0 3/8" sieve (square opening) U.S. No. 4 sieve ' U.S. No. 8 sieve U.S. NO. 200 sieve Asphalt % of total mixture 100 30-50 5-15 2.0-5.0 5,5-8.5 Maintenance Rock The grading specifications in section 9-03.9(4) of the standard specifications are revised to read: %Passing 1/2" square sieve %Passing 1/4" square sie~e XPassing U.S, No. 40 XPassing U.S, No. 200 100 55-70 10-25 7 max. SECTION 9-06, STRUCTURAL STEEL AND RELATED MATERIALS (December 1,1980) Welds The we1din9 code referred to in the sixth parngraph of section 9-06.54 of the The superstructure contains approximately the following quantities of materials: Concrete Class "AX Steel Reinforcing Bars Steel Reinforcing Bars - Epoxy Coated P,C. Prestressed Concrete Girders 80 Seri es 341 Cu. Yds, 41,2491bs. 44,2491bs. 1,288 Lin, Ft, The quantities are listed only for the convenience of the Contractor in determining the volume of work involved and are not guaranteed to be accurate, The prospective bidders shall verify these quantities before submitting a bid, No adjustments other than for approved changes will be made in the lump sum contract price for super- structure even though the actual quantities required may deviate from those listed. Payment will be made at the lump sum contract price for "Hoh River Bridge", which price will be full compensation for all materials, labor, equipment and,too1s necessary to construct and complete the superstructure in accordance with the plans, these special provisions and the standard specifications, GALVANIZING Where required by the standard specifications, these special provlslons, or noted in the plans, the metal surfaces shall be galvanized in accordance with the appli- cable ASTM Designation. All costs in connection with galvanizing material shall be included in the applicable pay items of work involved. Reinforcement which extends from the ends of the girders shall be protected at all times from damage and, when concrete is placed around this steel, it shall be free from dirt, loose mill scale and rust scale, paint, oil or other foreign substance. If other than inorganic zinc silicate paint is used, it shall be thoroughly removed just prior to pouring concrete around the ends of the girder. If galvanizing repair paint formula A-9-73 or inorganic zinc silicate paint is used, it need not be removed, The inorganic zinc silicate paint shall be a solvent system of the self cure type, Water-borne inorganic zinc silicate sys- tems .will not be pemitted, It shall be approved on the current list of approved inorganic zinc silicate coatings MIL-P-23236 Type 1 Class 3, Painting the reinforcement will be incidental to and included in cost of super- structure, "Hoh River Bridge", Lump Sum. WELDING PROVISIONS Flux for submerged arc welding shall be dried in ovens at 500 degrees to 550 degrees F. for at least two hours and stored in ovens held at 250 degrees F. or more, Flux not used within 4 hours after removal from a drying or storage oven shall be redried before use, 'Minimum preheat and intp.rpass temperatures for structural carbon and low alloy steels shall be 3S follows: Thickness of Thickest Part at Point of Welding in Inches To 3/4. inclusive Over 3/4 to l~. inclusive Over l~ to 2~. inclusive Over 21s Temperature 100 degrees F, 150 degrees F. 200 degrees F, 250 degrees F. -18- BORING I !lIAllON)-]!!,14'lfn('Wf5T) '90 [UVAIION, 189'.. (GP/GW), GRAY SANDY fiNE TO COA~E SP GRAV[L WITH OCCASIONAL SMAll COSBUS SW (MEDIUM DENSE) ~AAYSllGHTLY SILTY fINE TO COA~[ SAND ,WITH C;UVfL (LOOSE TO MWIUM DfNU) 180 ItAYSL'GHTLY SILTY SANOY FINE TO MEDIUM GIlAVEL (LOOSE TO MEDIUM DENSE) ML GRAY CLAYEY SILT WlTH OCCA510NAL LENSES OF SILTY VfRY fiNE SANO . (MEOIUM STiFf) 40.1....82 '" '70 ..,'.;n;....S6 '6.5- JJ.O'>io-89 ,"'- ." II' " 'SO " J2.8'>oo-92 . " 'I.O"lO>-89 . ,.. " 33."--1/0 . ",- !!!.. r'lOWlo ItOUltlO TO OIIY,l DAMU ANO MOOIl !lAMPl!' ONl lOOT WI1H" HAMMU WII(iHl or 1..0 us, AND ~~l~~~~, II A 'lieu 01 )l) INeMU .&0.1'" _12 . INDICAIU PI"" A1 WHICH VNOIUUIIHl DAMH AND OIV--' 101001' l,....MPU WA!. (Jl.nACHO. OINSlfY IN "" II INDICAln 01"" A' wt1:CH [.lIStU'.ID S,l,MI'l.1 wl4l)lIUCIlD, .. INOfCATIJ Ol,tH AT WHICH D"luum S#t.WU WAS (kU...CHO USING nu.ouo snIT SPOON !lAWUI, o 'NOICATU 'AWIIt~C. A'HWI Willi NO IICOViI'I' '" " 32.1""-91 . ". " 32.6%- 9l . 12$- " . '20- J7 23,.'Iro_I02 . '" " . " " GM SILTY SANDY CtkAVlL (MEDIUM DENSE) ML GkAVSILT(5TlH) CkADES WITH OCCASIONAL HNSES OF ~ILTY VEIV liNE TO fiNE SAND 21.7'lio-l0.s " IIOIINC,. COMPlOfD 10-,.t.;'9 GIQUNDWAT(1 ENCOCNTHED DUliNG DkllllN(, ....T '}, OEPTh PlOTU. I, 'HE onCUSSION IN THE HX1 OF 'HIS IIPOl1 " NECfUAIY fOI A "'O'EI UNDIUTANDING or THE NAIUU Of THE SU"UlfACt """'JUIAU, 2. aollNC ElEV...TlONS DEHIMlNtD flOM "PI.AN "'ND 'IQflll. HeH _IVEl UIDGl~ DAUD Q-lI-79, "O'o'IDEO IV .......M ENGINUU INC, LOG OF BORINGS DA....O 0 ...oon. '" " . '" " " "" " A-4.J1;,-68 . '" " J.I.O'l'o-88 . "" " " "" ~ Z . Q 33.~-88 . ~ '85 "0."%-82 " . 18' " . '" 15 31.1%-92 . '10 .. . '" 3.5./I'Iio ~ 111 " . "" BORING 2 STATION ~q1. 21' RIGIH (lAST) EnVATlON, 113'~ GM GMy AND BROWN SILTY S4NOY FINE TO COARSE IDS" GI\AVEL (MEDIUM OfNH)(flll?} I G~Gu,:::,~ OCCASIONAL WOOD , SM MOnUO BROWN AND GRAY SILTY fINE TO MEDIUM SAND WITH GRAVEL, WOOD "",N:J lfNSU OF GRAY SILT (LOOSE TO MEDIUM OENSI){flLL?) ML Gl~~L6~~~6~~~~~~~E~gO::rbiu~ SAND (MEDIUM STIFF) ML GRAY CLAY!Y SILT (ion TO MlOlUM STIff) GItADU TO MEDIUM STIH '00 '" " 32.:nio_92 . 15' '" J3 36.7%-85 . '" '" lJJ 8,(""-lll . LOG OF BORINGS ultAOES 10 STlffWlTH STRINGERS Of SILTY VElY fiNE SAND 18 . GM SILTY S"'ND~. CRAVLL (MEDIUM DENSE) ML GRAY SILT WITH GRAVn (STIff) aQRING COMPLnEO lo-2So-79 CiROUNO WATUl [NCOUNTUED DURIN.. DRILLING AT 1S' OEP'" DAM.. 0 MOOR. 25' - 14~- " " " ,.. JO.n;,.9\ , . '" " . '" " 36.6~.ae . '" " . no , 29.6'lD-94 . '" 13 . '" BORING 3 fLtvAIION: 2<40'... GM (c;.~D 6~':~~l~:ii~~L"o~~)~~~16~LiOQn "IQWN AND GRAY SILTY SANOY GRAVEL WITH COULES AND OCCASIONAL &OULDf~ (M(DIUM DENS[) ML GRAY CLAYEY Sill WITH OCCASIONAL LfNSE.S OF SILTY VERY f1N[ SAND (MEDIUM HIm SORIN.. COMPLH!D 10-30-79 PlRCH[O WAltl (NCOUNTHfO DURIN... DRILLING AT 6:' Of Pal LOG OF BORINGS DAMa.. B Moon. liD "" 200 190 '" '" 39.(J'lIj,.U '10 '65 ",,- IS' BORING 4 STATION 1+90,15' RIGHT (EAST) fLEVATlON, 210':10 GM GMY SIltY SANDY fiNE TO COARSE CUV[L WITH W OCCASIONAL COBBLES (MEDIUM DENSE)(FILl) GUDES WITH OCCASIONAL ORGANIC MATTU ~ G~~sg~i~tt~JB~~Jf~~~u~~~~E) GRADES TO DENSE WITH OCCASIONAL 80ULDElS IlHOW ID'DEPTH GRADES WITH DECREASING SILT GRADES WIlH OCCASIONAL LENSES OF SilTY V(lty FINE SAND '" 36.6%-81 13 . '" .., " . '" 18 31,5'tb-9J . '" 110, lIS 110 LOG OF BORINGS GM SILTY SANDY GIlAVIL (MEDIUM DENH) ML GRAY SILT WITH OCCASIONAL LENSES OF SilTY VERY fiNE SAND (STIff) acRING COMf'UHO 11.1-79 GROUND WAIU ENOUNTERIO DURING OllLllNG AT 18' DEnH DA.... . MOO". 1110 "(-~03;>32J-AA PREVAILING MINIMUM HOURLY WAGE RATES JANUA RY ')7, 1981 [!Cl.UPII TI tN' LABORE RS LC~ATlG:-l: CLALLAI', GRAYS HARBOR, ISLAND, JEFFERSON, KING, KlTSA?, LEWIS, MASON, PIERCE, SKA~IT, SNDHO~ISH, THURSTON AND wHATCCM COUNTIES AND PACIFIC COUNTY - NORTH CF THE WAHKIAKUM COUNTY 'IORTHFRN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN. kAYES otCl'PATlON CODE OCCUPATION DESCRI PTION ST A Tf: FEDERAL RATE RATE 12.~3 SAME 12.9:'\ SA"IE 12.93 SAME 12.93 SAME 12.93 SAr~E 12.93 SAME 12.'13 SAME 120.93 SAME 12.93. SAME 12.93 12.93 SAME 12.93 SAME 12.'13 SAME 12.93 SAME 12.93 SAI1E 102.<13 SAME 7.90 13.27 .SAME 13.27 SAME 0 350-1530 RIPRAP M~N 35:-16BO SIGNALMAN 3~C-16~0 SKIPMAN 35C-172u SLOPER SPRAYMAN 350-1790 STOCKPILER 35~-1860 TIMBER BUCKER AND FALLER IBY HAND) 350-lB70 TOOLROOM MAN IAT JOB SITEI 350-1890 TRACK LABORER 350-1930 TRIJCK SPOTTER GROUP 1 - OCCUPATION o INCLUDED IN GROUP 4 PRIOR TO 6-1-80 350-10eo MAINTENANCE MIIN Gr\OUP 1 - OCCUPATtCN NEW TO GROUP 1 16-1-80.) 350-0730 FENCE LABORER 350-0770 FORM CLEANING MACHINE FEEOER, STACt<.ER 350-1755 STACKER 350-16CO TAILHOSE~AN SANDBLAST 350-2130 VINYL SEAMING 350-2065 WATCHMAN GkOUP 1 - FEDERAL RATES ONLY 350-2100 WINDOW CLEANER GROUP 2 35U-00I0 ANCHOR MACHINES 35~-JOBO BALLAST REGULATOR MACHINE PAGE 7 H,;V-F.;lZ320-AA PREVAILING MINIMUM HOURLY WAGE RATES. JANUARY 07, 1<;81 OCCUPATION: LABORERS tLALLAI', GRAYS HARBOR', ISLAND, JEFFrRSotJ, KING, KITSAP, LEWIS, MASON, PIERCE, SKAGIT, SNOHoHISH, THURSTCN AND WHATCOl Wlli'lllES AND PACIFIC COU~TY - NORTH OF ThE WAHKIAKUH COUNTY NORTHfRN 90UNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN. WAGE F:ATES OCCUflAT JON CODE OCCUPATICN DESCRI PTICN STA TE F EDERA L RATE RATE GROlIf" 2 350-20~O WELL-POINT MAN 3~0-1450 WHEELBORROW, POWER DRIVEN 13. ?7 13.27 SliME SM~E. GROUP 2 - OCCUPATION IN~LUDED IN GRCUP 1 PRIOR TC 6-1-80 350-~110 EPOXY TECHNICIAN ". r,RlJUP 2 - FEDERAL RATES ONLY. 13.27 SAME . 3!;C-2CCo VIBRATOR GROUP 3 350- J050 ASPHALT RAKER 13.41 SAME 350-0250 CEMENT DUMPER - PAVING . 13.41 SM1E 350-0260 CEMENT FINISHER HELPER 13.41" SA'1E 35(1-0570 DRILL OCCTOR IIND BIT GRINOER 13 .4'1 SliME 350- 06 50 DRILLER - WAGON ANO AIR TRACK OPE RA TGR 13.41 SAME . 350-:)72~ FALLER AND BUCKER - CHAIN SAW 13.41 SAME 350-0840 GRADE CHECKER AND TRANSIT MAN 10.41 SAME 350-0950 HIGH SCALER 13.41 SAME' 350-1000 LASER BEllM DPERATOR 13.41 SAME 35o-10~0 MANHOLE BUI LDER 13.41 SAME 350-1200 NCZZLEMAN ICor-~CRETE PUMP, GREEN CUTTER WHEN .13.41 SAME USING COMBINATION OF ~IGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK, SANDBLAST. GUNNITE, SHOTCRETEl WATER BLASTER 350-1280 PIPELAYER AND CAULKER 13.41 SAME 350-13eO POI/DERMAN 13.41 SAME 350-1670 SEWER T I "BERMAN 13.41 SAME 350-17',0 SPREADEr< (CARRIES' GRACE wITH ROODERl 13.41 SAMe PA GE 9 HW'(-R3l".!(l-II/l PREVAILING MINIMUM HOURLY WAGE ~HE$ JANUARY 07, 19&1 n~CUPATIL~: LABORERS LeGATlneJ: CLAlLAI', GRAYS HARBOR, ISlANC, JEFFERSON, KltlG, KI TSAP, LEWI $, MASON. PIEPoCE, SKAGIT, SNOHCf.!ISH, TflURSTCN AND WHATCCM CGUNT IES AND PACIFIC COUNTY - NORTH OF THE WAHKIAKUl1 COU'ITY NORnIERr~ ~OLNOARY EXTENDED DUE WEST TC THEopACIFIC OCEAN. WAGE RA TES OC.tUPAT WN CODE OCCUPATION DESCRIPTION STATE FEDERAL RATE R.!\H 13.41 o SAf~r- 13.41 SAME 13.41 SA.'le 13 .41 SAME 13.41 SI\'IE GROUP 3 35~-I'l40 TUGGER OPERATOR GROU~ 3 - OCCUPATION NEW TO GROUP 3 (6-1-80) 350-0965 HCD CARRIER 350-1145 MCTAR MIXER 350-1252 PAVEMENT BREAKER. UNDER 90 LBS. 350-2005 VibRATORS, ALL o' GHOUl" 3 - FEDERAL RATES ONLY 350-2020 VIBRATOR, 4 INCHES AND OVER GRUUP 4 ;,5C-'JZCO C.AI SSCN WORKER ~50-1J30 LASER BEAM OPERATOR (TUNNELl ;'50-1110 MINER 35J-13Bl PCWDERMAN 350-1500 RE-TIMBERMAN 350-1730 SPADER (TUNNELl OTHFR 350-9354 STATE: FOREMAN, .50 $/HR. ABOVE THE HIGHEST RATE SUPERVISED ~ 13.5] 13 .~1 13.51 13.51 13 .51 13.51 SA'IE SA'Ie SAME SAME SAME SAMF. PAGE 10 H~~V-f!3.!~.2"-AA PREVAILING MINIMUM ~nURLY WAGE RATES JANUARY 07, 1981 CtCUPATluN: POWER EQUIPMENT OPERATORS LCiCA1'IG"l: CLALlAM, GRAYS HARdOR, ISLAND, JEFFERSorl, KING, KlnAP, LEWIS, .'lASON, PIERCE, SAN JUAN, SKAGIT, SNOHOHISh TJiURSTON, WHIITCOM, THAT PCRTlON OF PACIFIC COl.NTY NORTH OF ASTRA Ir;HT LINE MAOE BY EXTENDING THE SOUTH BOUNOARY lINE OF LEWIS COUNTY WEST TO THE PACIFIC OCEAN AND THOSE PARTS OF THE FOLlCWING COJNTIES lYING WEST OF THE 120TH ;~ERIDIAN' CHELAN, DOUGLAS, KITTITAS, OKANOGAN, ANC YAI<II'A COUNT IES. f<ATES OttlJPAT ION COOE oCCUPATJOtl -DESCRIPTION G'lOUP 2 570-5630 lEADMAN MECHANIC 13 OR MOREl 570-5615 LeADERS. OVERHEAD UNDER 6 YAROS 570-5620 LCCO"OTIVES, ALL 570-5625 MECHANICS, ALL 570-5~~5 MIXERS, ASPHALT PLANT 570-5640 MOTOR PATROL GRADERS ~ FINISHING. BLUETOPS, PuLLING SLOPES, DITCHES, ETC. 57~-5650 PILEDRIVER 570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM ATTACHMENT 570-5675 SCRAPERS, SELF-PROPEllED UNDER 40 YAROS 570-5655 SCREED 570-5660 SHOVELS, BACKHOES 3 .Y ~ROS AND UNDEr. 570-5665 SUB-GRADER - TRIMMMER 570-5680 TRACTOR, ~O HP AND OVER, BACKHOE AND ATTACH. 57C..,5610 TRACTTORS, BACKHOE. ilROlfP 3 570-56~5 A-FRAME CRANE 510- 56e5 IIROGMS 570-5"735 CC:NCRETE PUMPS 570-5705 CCNVEYORS 570-5700 CRANES, UP TO 20 TONS 570-5690 DOZERS, 0-9 AND UNDER AND PAY ?OZER 570-5770 DRIvER ON TRUCK CRANES OVER 45 TONS 51Q-5765 EQUIPMENT SERVICe ENGINEFR 570-5720 FCRK LIFTS 570- 5710 HCI S TS, AI R TUGGERS, ETC. PAGE 23 S TATE fEDERAL RATE RATE 16.06 SAME 16.0t. SAME 16.06 SAME 16.06 SAME 16.06 SAr1E 16.06 SAfoI E 16.06 SAME 16.06 SAME 16.06 SAME 16.06 SAME 16.06 SAME 16.06 SAME 16.96.. SAME 16.06 SAME 15.70 SAME 15.70 SAME 15.10 SAME 15.70 SAf~E 15.70 SAME 15.70 SAME 15.70 SAME 15.70 SAME 15.70 SAME 15.70 SAME HkY-R32320-AA PREVAI Ll riG MINII~UM t'CURLY WAGE R.ATES JANUARY :17, L'lCl nCC~PATION: PoWE~ EQUIPI~'ENT OPERATORS lOCATIUN: ClALlA/', GRAYS HARBOR, ISLAI';[), JEFFERSON, ~ING, KITSA:> , LEWI S, MASON. PIERCE, SAN JUAN, SKAGIT, SNOHOI1lSH, THURSTON, IIHATc(;:~, THAT PORTION OF PACIFIC COUNTY NORTH OF A STKAIGHT. LIrlE MAflf- BY EXTEND.ING THE. SOUTrl BOUNDARY LINE OF L f:~, I S COUNTY IIEST TO ThE PACIFIC OCEAN AND THOSE PARTS OF THE FOLLOWING COUNTIES LVI~~ WEST OF THE 120TH MERIDIAN: ChELAN, DOUGLAS, KITTITAS, OKANn~AN, ANC YAKIMA COUNTIES. WAGE RATES OCCUP A HON CODE OCCUPATION DESCRI PTION GROUP 3 570-5715 lCADERS - ELEVATING TYPE 570-5725 MCTOR PATROL GRAOER - NON-FINISHING, HAUL ROADS, ROUGHING IN GRACE, ETC. 570-5730 MLCKI NG MACHINE, ETC. 570-5740 ROLLERS, ml PLAtH, ROADIlIX OR MULTI LIFT MAT ERIAlS 570-5745 SA~S, CONCRETE 570-5750 SCRAPERS.- CARRY ALL 570-5755 SPREADERS, BlAW KNOX, ETC. 570-5775 TRACTOR. 60 HP AND UNDER, BACKHOE AND ATTACH. 570-57eO TRENCHING MACHINES GROUP 4 570-57~5 ASSISTANT ENGINEERS 570-5820 CCHPRESSDRS 570-5785 DRIVER ON TRUCK CRANE 45 TeNS AND l/NDEK 57o-57~0 'OIL DISTRIBUTORS, BLOIolERS, ETC. 570-5800 PAVEMENT BREA~EP. 510-5B05 POSTHOLE DIGER. MECHA~ICAL 570-5BI0 POWER PLANT 570~5825 PUMPS, WATER 570-5780 RCLlER, OTHER THAN PLA~T RCAD MIX OR MUlTJLIFT ~ATERIAlS .570-5BI5 hHEEl TRACTORS, FARMALl TYPE GROUP 5 570-5930 STAKE HOPPER AND' GRADE CHECKER PA GE 24 STA T€ F !;OERAL RATE PATE 15.7iJ SliME 15.70 SAME 15.70 SA:~~ 15.7:1 SAM~ 15.70 SAME 15.10 SAME 15.7U SliME l5.70 SlIHF 1'>.7e SME .' 15 ~40 SAME 15.4e SAHE 1'>.40 SAllE 15.4\l SA'~E 15.40 SA/oIE 15.4\l SAME 15.'>0 SA 'IF. 15.40 SAME 15.40 SAME 15.40 SMIF. 13.60 SA'1E HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES CCCUPATION: TEAMSTERS JANUARY 07, 1'.Q1 LOCATION: CLALlA/', GRAYS HARBOR, ISLA^D, JEFFERSON, KIN~, KIISAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT. SNOHOMISH, THUPSTON, WHATCnM, THAT PCRTlO~ OF PACIFIC C.OUNTY NORTH OF A STRAIGHT lINE 'lAnE BY EXTE'r~LlING THE SOUTH BOUNOARY LINE OF LE~! IS CCUNTY WEST TO THE PACIFIC OCEAN ANO THOSE PARTS OF THE FOllOWING COUNTIES lYI~G WEST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, KITTIT~S, OKANOGAN, AND YAKIMA COUNTIES. FRINGE BENEFITS EDUCATION AND/OR APPR. TRAINING HEAL TH AND WELFARE PENS ION TRAI NING FUND .09 S/HR. 1. ~6 $/HR. 1.33 $/HR. .14 $/HR. OCCUPATION CODE OCCUP'ATlCN DESCRI PHON 730-0'oCO ESCORT DRIVER 730-06Ql) LEVERMAN AND LeADERS AT BUNKERS ANO.. !:lATCH PLANTS 730-1010 PICK-UP TRUCK 730-1020 PILOT CAR 730-1200 S"AMPER 730-1BI0 WAREHOUSEMAN ANO CHECKERS GROUP 2 730-13CO TEAM DRIVE~ .GROUP 3 730-0110 BULL LIFTS. O~ SIMILAR EQUIPMENT USED .IN lOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:IIAREHOUSING 730-0140 BlS OR EMPLOYEEHAUL PAGE 26 FFDEP. AL FED I: STATE FED r. STA TE STATF. ST ATE F:;OHAl RATE RATE I5.1B SAME 15.1B SAME 15.1B SA'lE 15.1B SME 15.18 SAME 15.1l' SAME / 15.23 SA'tE 15.2B SAME 15. Z8 SME HWY-R32320-AA PREVAILING MINIHUM HOURLY WAGE RATES OCCUPATION: TEAMSTERS JANIJAKY )7, l'ldl ClALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING. KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHO"'ISH, THURSTC:N, WHATCO'1, THAT PORTION OF PACIFIC COUNTY NORTH OF A STRAIGHT LINE MADE hY EXTENDING THE SOUTH BOUNoA~Y lINE OF lEWIS COUNTY ~EST TO THE PACIFIC OCEAN AND THOSE PARTS OF THE FOLlCWING COUNTIES LYINC \~EST OF THE 120TH MERIDIAN: CHELAN, DOUGLAS, KITTITAS, OKANO.,AN, AND YAKIMA COUNTIES. WAGE RATES OL(;UPATIO"l COOE GROUP 5 OCCUPATION DESCRIPTION 730-00flO 730-0670 730-1190 730-2,)10 BLGGYMOBILE A~O SIMILAR HYSTER OPERATORS IHAUllNG BULK LOOSE AGGREGATES I STRADDLE CARRIER I~CSS, HYSTER AND SIMIlARl WATER WAGON ArlO TANK TRUCK: 1600.GALLONS TO 3000 GAllONS ' GRQUP 6 730-1500 TRANSIT-MIX, 0 TO AND INClUOING 4.5 YDS. GROUP 7 730-0210 DUMPSTERS. ANO SIMILAR EQUIPMENT,TDURNO- ReCKERS, TOURNOWAGON, TOURNOTRA Il ER, CAT DW SERIES, TE~RA COBRA, lETCURNEAU, WESTINGHOUSF ATHEY WAGON, EUCLID, TkO AND FOUR-WHEELED PCWER TRACTOR WTH TRAILER ANO SIMILAR TOP- LOADED EQUIPMENT TRAr;$PORTING .MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BCTTCM DUMP, INCLUDIIIIG. SEMI-TRUCKS AND TRAINS GR COMBINATICNS T~EREOF'OVER 5 YARDS TO AND INCL. 12 YARDS 730-0410 EXPLOSIVE TRUCK (FIELD MIXI AND SIMILAR EQUIP/'IENT 730-071:1 lOWllEO AriD HEAVY DUTY TRAILER: UNDER 50 TeNS GROSS 730-0910 OIL DISTRIBUTOR DRIVER IROAOI 730-1140 SLURRY TRUCK DRIVER PAGE 20 STATF. Fl'DF.RAL RATE .RATE 15.45 SA:~E 15 .45 SAllE 15.45 SAME 15.45 SA:~E 15.49 SA'~E 15. 5~ SliME , 15.';0 15.,~ 15.50 15.50 SAI~E SAM\: SAME SA:1E HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES JANUARY 07, 1981 CCCUPATION: TEAMSTERS lOCATION: ClALLAM, GRAYS HARBOR, ISlA,..D, JEFFERSON, KING, KTTSI\P, LEWI S, MASON, PIERCE, SAN.JUAN, SKAGIT, SNOHOMISI', THURSTON, WHArCOI1, THAT PORTION OF PACIFIC COUNTY NORTH OF A STRAIGHT LINE MADE jlY EXTENDING THE SOUTH BOUNDARY LINE CF lEWIS COUNTY WEST TU THf PACIFIC OCEAN.AND THOSE PARTS OF THE FOLLOWING COUNTIES LYING WEST OF THE 12DT'H ~ER.IDIAN: CHELAN; DOUGLAS, KITTI TAS, OKANOGAN, AND YAKIMA COUNTIES. WAGE RATES OCCUPATION CODE GROUP 9 '730-2015 WATER WAGON A~D TANK TRUCK' OVER 3000 GALLONS 15.61 SAME OCCUPATION DESCRIPTION STA TE FEDERI\L RATE RATE GROUP 10 730-0120 BUll LIFTS, OR SIMIlARY EQUIPMENT USED IN 15.63 SAME LeADING :lR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:oTHER THAN WAREHOUSING GPOUP 11 730-1510 TRANSIT-MIX. USED EXCLUSIVELY IN HEAVY CONSTR.,OVER 4.5 YDS. TO AND INCL. 6 YOS. 15.66 SAME / .' 15.76 SAME , , '. \ I I GROUP 12. 730-0010 A-FRAME OR HYORALIFT TRUCKS OR SIMilAR ECjU IP,~ENT WHEN A'.FRAM E OF HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE PAGE 30 ~.i.. - I r--- . . . :.. . ..: .' .; .'.' ....... . .':'. ". .::',. . ........': .'. >,\ .'. . .... . . . .' ...... .: :..... ..... .::" .. . ...., . " .'<>' .'<. ....... ... ... . ::.'; .,' :. ...... .'..,,: :..... .... .. . ... '.:.:. .:;.. '.. .:. . '.'.:. .......:. .' .' ': '.. " .;:" "..:, . .. : : :.:' ........, ....... .. .':<., ..;...::. .. ..... .... ..... ....: <71: '" ~,.; : ... . .,. ... '. . . .... . .....:.. .. ... . .:'. .. .' . .' ..,.... ..>, ..... . ... .:'. .;::..; , . ,. . : .'..:.....'... . .::..... ,.'.., ./.. . .'.'.'.: .. .":: . .,.' .... .: . ,:.o:' '. . ; . .' . .'. . : . ,:1 . . ."..: . .,. .:.. ...,'. .. . '.. ..,. . .... ,.,. ORIG//I/4~ S ( ~<<,,:< ... , .'. .' , , ~. ....' i... \ . (. ...::~L .::.;. : .'.' :.:. .'. ,.... . .. ,;.:. , .' .. .' ':.. '.'.. . .. .',: '".. :. ... ,: .: : .. .. '. . ., .' :.. '. " ..' , .... : , . 'c. '.'.: .:'. ; :!. : " \':'.Y',".,.: '. ..... .... ,.'.',':. .'..' . .....,: ':' ,. ,t ,. : ." ... ,'. .'. ,.o '" .' .', :.', , '.',:: ..::.:..::.. '.......:. "'..'. .... :":' . .:.': :".,..> ;:, ", .... ,: ....... . ,., .... " ....,.:,<> ,;' '.,;: .... .". . :.'.' . '., :<:. . .: '.o ,... .,. ":'. ::" : :.' : ..;. ... ".. .:. .' ....,... : .' ..;' .'.:..,.: :....' .:. .. ,.... ..' ., "':..,'" :" '. . .,' . ,'."" ' ,:.:' '.. ...' <, ::....:. . . , :.',".. ,:' . , ,'; .' " , . '. :':.'... .. " .... ,.. ..... ::, ..'..[ .,. ','..""., ,:,'. , ":.: .'" .:' " :: ,.' \. .' ,.' ... .. ,..' ...' " ". ,.. . . ::, :: ".. ,:\i" ",' . ' ..". .', .' ;/>:', ,;'" " .,.,...,.... .. .., .' '.o ': r- PROPOSAL (Continued) ITEM APPROX. PRICE PER NO. QUANTITY BID ITEM UNIT AMOUNT Oollars Oollars 1 L.S. MOBILIZATION ., Lump Sum 2 33 STRUCTURE EXCAVATION, CLASS A C.Y. Per Cu. Yd. 3 661 SPECIAL EXCAVATION C.Y. Per Cu. Yd. 4 1,635 FURNISH STEEL PILING L.F. 1B" DIA. x 1/2" WALL Per L in. Ft. 5 587 FURNISHING STEEL PILING : L.F. 18" DIA. x 3/8" WALL Per Lin. 'Ft. 6 26 DRIVING STEEL PILING Each Per Each 7 L.S. STRUCTURAL CARBON STEEL Lump Sum 8 15,967 STEEL REINFORCING BAR FOR BRIDGE LB. Per Lb. 9 117 CONCRETE CLASS B FOR BRIDGE C. Y. : Per Cu. Yd. 10 L.S. SUPERSTRUCTURE - HOH RIVER BRIDGE : : Lump Sum 11 938 HEAVY LOOSE RIPRAP : Tons Per Ton 12 269 FILTER BLANKET MATERIAL C.Y. Per Cu. Yd. PROJECT TOTAL r ,- L L r ---- .;;;-;J --j -- .. ACCOUNT BEAVER VALLEY PAVING OATE REFERENCE CHARGES CREDITS AUG,\ 19 16 76.65 DEC>l19 10 14,793.4 JAN,\ M 7 239,580.98 HAR,\ 80 5 91.11 APR,Oeo 20 62.1 AUG?980 18 25.65 LEu0E". .. ?'t"IODO ACCT. NO. CRP 467 SHEET NO, 1 BALANCE .'C.,''-~ ITD, DESCRIPTION DATE '2673-2721 PAYR OLL AUG,119 2722-2727 ,BENEF ITS ,4099-4140 PAYR OLL DEC>l19 i:4141-4146 BENE FIT S .60.41'EClUIP. RENTAL .,'., 6049~E. E. ANDER SPN DEC,119 " 60S2-CARLEYS 60saTc~RLS.. BLDG. 60S8-HADLOCK 'B LOG. DEC,I"\9 6065-'P. T. LEADER DEC,I"\9 4419-4464 ',PAYROLL 4465-4470 BENEFITS . 680S-EQUI P.RENTAL 8713-:ST.TREAS" " J1233-P;T. LEADER JAN, I \\0 APR,O 80 AUG? 9 \\0 . ACCOUNT BEAVER VAj:,LEY PAVING CRP 467 REFERENCE CHARGES CREDITS 16 54.9 21.6 10 818.2 194.6 320.0 10 468.0 7.1 8.0 10 39.6 10 60.5 7 20 18 LEDGER . ACCT. NO. 54i.11 & 12 SHEET NO. BALANCE 1 r- r- ACCOUNT CATE . BEAVER VALLEY PAVING CRP 467 REFERENCE CHARGES CREDITS 10 12.877.2- 7 219,187.3 17,477.0 5 71.4 19.6 LEDGER e' ACCT. NO. 541. 30 SH EET NO. 1 r L -, -r .j. ..J" L' L- r"" "".--_....~- ,,' ~.-- r ,- L L r '1 1 . I~f i~ 'I ., t -, :1 ,;~l_ ..':. . . ,. , - ,. ":;, " .,' .,'. -.' ."..' :',J'" , ". ,-:' ,",-: , .: :, ,.,:'. .:. ~ " I;, i. t, ~ i 1 :,' ',', ' '. ,,:,.','.: '" " ,','" ',,, ,", '" .,"."'::,. "" .',' "" '.-:"p '", .." ":'...c,., " . -:;rl" .. : ,;, ,.;.,., ",. '., :': : ".';.". '.'.':.- '-'::::.:;': '- ,.'.. .::< ' --.: :/',. '. " <,:.; :::'.',- ':' '.:' :i." ',:' ";",' " ~,,:. .'. '. . , ,,"" --' :. ' ' , . .: ." ,: ''-.. ",'.~ ,', ','. . __ " ' c. '. :.' ',:< ;< ':: . .,' . '" ",: --' ,". ",' :.->:-- ',: --". ,." -. .... ., ." .,.':''-:: :: .,c' :':.: . .,-- i', .; , ", ,,':', ,,' :" ,,' .. ,.-.... , .:' ":-.>--, "; ';' '.;:.. -, ,,' ...... ,:' '"" ':":.:' ,:,< ". ,.' :. :: :' .' ',:, :'. ':.',.::: >;,\/?: -- , .,''':~':: ,: i ::.::\:. ~:t,~~{ ,. '''., . 'I, '.': ",' :.' .:', -; ,,' ""'. ." ','::-. ': '., ',!' ,;,;,' ,.' :..-. ."'. .'< ,.. , ,:.,::, :.,';: :,:' \". :,,' :~ . '.. ',:,'. :.:,; :'::': " ",' "'. "f ':' .,'. .'. C" .'__ "C'.'__ ;" ,"'. ,.,::.-:,-:.-- ',\'" ,:;"',' .,.,.., ,.,:',- r,':J>" ,', "'~:. ..',' ':, ..:.", In.; ,:'': "~i' ',..:' ','-::, ';.--. ',..' .-",: ", ,,''::,' ':' ..'.'./ .: :',;." 'i. .- .' i "'. ' . __ ',': . ': ':; " . .' "':',: i ..- " .. ", ,< '..: ." ,i,' > "~,' .:. ,I',:: ,': :,'>:/ ','/'-"::' ':. ..,' ,.': :, '.:'. .,,;' ,.;. . .'/' '. ': \. ;" ,'"'.. "..'...' -..: '" :<i:'., :.:.,:.":::,." " ,- '. :, ',. ...-" "'. Ii '. ", ".i- ,," :': ',:" :'" i,', ' -- .' i' :'. ,,:, .'-, .". 'c'.' ," ", ::.:.'.- " ....'... ',": ::': .'. ,.:::....-,: .-:;,:' :.t': .__:,,::. '..,(""",:__. (.(i,',,' . "., "'-",'!' ." ';:.. "~~U"~_jr fORM Af'f'ROV[O OMp No. U_R1l9~ f;"':~~~~'.~:ilod December, 1979 This H.'port is required b)' E,,{~cuti\.c Ordcr 11246, S{'ction 203. Fnilure 10 Icport c:ln rc~ult in sanctions which include S'Uspcnsion, lermination, cancct1ation or dcbanncnt of contract. To: INa..., an4'..rafi"n 01 C""'l.lia"rr Agtn,.,) rrom,: (Nom, o"4'..uli,," of (""hut,,,,) Ruo:;c11 O. US Dept of GSA Ccntor Auburn, \:JA Aog~rs, Area Director Lobcr, [SA, OFCCP (LlHO) 98002 North Kit sap Gravel & Asphalt Co. Route,2, Box 70D Poulsbo, WA 98370 1, 2, 3, 4, 5, .. Work hours of employment ISrI' f...,lnGle') % mI. Totll 0111 No. Clalll. ., b,' <,' f,' .," f." nority No. of of Em. Company's Narne (1.0.)'" Tr;lde fica. work. minor. plo)'ees 110" 10111 !lllek HiI, Am.r. AJhfll 10.11 hours ltyEm. t::., Plnlc l/'I'di.,. Pulfic r.mll. of tot. I playen hllllelM work. '1'1,...) h", North Kitsap Gravel & Asphalt Route 2,' Box 700 'Pn,,1 Ron, VA 9R~70 .- r-cL n --10- M:' Arm 1 "7: NKG&A NKG&A "" Custer Construction' ~123 Cain Lk Rd. ,.. ~o Wooley, WA 98284 Custer Construction - ",.. -, ,-,- . ,-, 0..." r,.....('oj 9. Ttltrt.-.l~C 110. 11Ojr:.":~# .,,," CI.") l.~ /1 ~fl/_,___ .~~~l?,?t '(1'(/ ,'I,"'''I.""r, .. ,,';'-_'Iitl~l ;,"d ,,,r, r. '1I...\,tl .. 'j 0 ;\ Iht ('1."1 t. r","!l~" ,I i,!, .\,1., ~Ih,n .....,..l t11 :~'.101 'Ia.l . : j:,;r\ ~~ 1- . MONTHLY EMPLOYMENT , UTILIZATION REPORT ~;J;~7~~f,::)'od Dacember 1979 This, repOrt is required by E~e('uti....e Order 11246, Section 203. Failure: to report can result in sanctions which include . suspcwiora, termiJU.tion, cancellation or.debannent oC contract..- (S..~.....n..'or Instruction.) To: (N.........r z.c..tl.-. 0/ CO...pliGIIU A"...t..) From:, (Nam, IInd r,,'lIlionof COnlrocwr) , . North Kit sap Gravel &: Asphalt Co. Rt. '2 Box 700 Poulsbo, Wash. 98370 WSHD # 15!1D Sunnyslop to Be1fair Project , 0)% Compo 1, 2, 3. ., " 6. ''- Work hours of employment (Sir fool"ol,1 % mi. Total ot.1 No. , ClUII. 0, .,. ,,' d,' ..' ..-- norlly No. of of Em. Company's Name (I.D.)'" Tr.de flu, work. minor. ployees II.. Tol.1 Bl.ck His. Am.r. Asl.nl TErt.' houri IlyEm. (~ plnlc IMlI.n F.clfic r.m.l. oflolal ployees hind... work. "~l .>S. !;U::>'l''''' ON CO. e No ork t Th s Ti e 123 Cain Lk, Rd. aborer Ap Sedro Woolley, Wa. 98284 Tr - e Ap Tr C Ap " , Tr C Ap . Tr .. C Ap Tr -- e Ap .. Tr C , Ap -- - Tr .E- - 1- -.'. - Ap ,- .' Tr .- . .~- --- -- e --- -_.~ Ap ---. Tr - - -- ,- ----. C --- -- - -~ ~!!..:- -- - 1- .. .._ ___ ,I!.- __ ------- .'.- .2.........__ c-- ---- ~L.. _ - --,- - --, ---- ----- -.,. l!._ _ '-::-::- ''''- --- -- -- g. Tflltphont No, Cl..,huli.. ,. Company Official', Sienalure and Tille 8. O..le SllnPd .j)~ ~~ Art.. CPd.) - Bookkeoper Docamber 10, /97q ( 206)724-4441 ,.M.I" .net r,m"I., utJinoriU.. .nd non.rnln",lll.. ..., 0, i. t!'l. Dun A. Pfllht,,,rt ld,,"llllc,',ol'l I'Illmt.." 2S7~IOl In1-1 ".1_ - 0'_ nANDARD FOR.. 257 JUl.Y 1976 .Form.rly OptIonal Form 66) , P,ucrlb4>d by o.pt.. or Labor '1 eFR 60-1.7; MONTHLY EMPLDYMENT , UTILIZATION REPORT '.. ~;J;~~~f'4r~:)'od (51. ~11o'1"1 for Instr",cllonl) December 19 9 This report' i~ required. by . Executive Order 11246, Section. 203. Failure to report tan resuh. in sanctions which include . suspensionJ tennination, cancellation or debannent of contract. To: IN...4r...." r-_tj.,.. 01 Compll""C', A "t"C'.-1 From: . f NfJm, "nd '"tation 01 tun""ct",.} North Ditsap Gravel & Asphalt Rt. 2 Box7DO Poulsbo, Wash. 96370 WSIID # 1336 Qui1cene River to Potlatch Vie. 10% Compo I, 2, 3. 4. 5, 6. , .... Work hours of employment (Stt loolnoC," %ml- Total otel No. a....,. ., ',' ,,' .,. .,. '..~ norit)' No. of 01 Em- Company'. Name (1.0.)". Trade ,." work. minor. ployHS 1I~ Tat,1 Bllc. HI._ Amlr. Ailln/ Tot.1 hours ItyEm- l~ plnlc IlIdlln P.clflc flml'. ortotal pIOYH. hlndtr work- -, hn. "CUSTER CONSTRUC~ ON CO. C 1lL0 ~~ 1 " 123 Cain Lake Rd. L borer Ap Eedro Woolley. Wash. 9828"- Tr C Ap Tr , C Ap Tr C Ap Tr , C Ap Tr,' C Ap Tr C - Ap i- Tr - -- - - C Ap . ..--- -- Tr _._- .- _._- ----- c__ I- "- --- - .!-p -- .!!.- --- .. . L- I- --, ~- - ." .~ .- , eL- - ~ - ~--- -~I- --=--- -,- g. Telephone No. (I.ehwfi.., 1. Comp.lny Official', Signature and Title a. D.1~ SllIne-d ~~(, Al't. Ccod,) ,J)fX.W ' - llookkccoer ecember 10 1979 (206 ) 724-4441 '.....11'. .nd r.,..".. ......norlli.. .l'Id nOI'l-mlnCHltiu ".',0, i.lh, Dun & O"lhtrut id.'lI,I,u\.on nUlnt..." 'Sl-IOl 'UI~1 r..._of_ ~,~ OHR Annrovnl No. 44-R13Q6 '.,: ''ST:_~,uu) fORM - 257 .) I 110NTIiLY EHPLOYl'lENT . Reporting P"rl;;-'l- - (Aug. 1976), llTIJ.17.ATION REPOI\T (Month, Year) ,.. ~I"e~crf~~:!'bythe Dept. or Labor (OPCCP) (See'reve!":Je for 1n~truc:tlon:;) //~ ~ This report is required by Executive Order 11246. Section 203. Failure to report c~ rcsul't in sanctions which include suspension, termination, cancellations or deb31"1T1ent of cnntracL ' To: (Na.-:IC and. locat1on ot Compliance Agency) From: (!lame and locat1onof r.ontractor) I. Comp3JV' a Nome' (I.'n.) . I?~ a. L I . . " ?t-<~:-'./ tZ/ ;1---- 12. J 7 t 2J,"...---<--<.,..L.,-c- J~./~- M// )ht'/ Tr.a:1e- .'- \lork Hour:3 C!f ::f:l,plo~~ent IolStS! it. b." Co" tic...... otal Black Span- 10n 1ell {*Z~k ~ .t_"::e!". (Se~ footnote) d~'" eo" C..: Amer. . Orten_ 'job 1 Indian tal Fe- male ~l~O- STatal 1~"'Ol;al r1t,y nu.ilber nt~l,bcr \1,11 or, or ~O~~l ~:';~~~j::~) E:~~O)I \lltl 9 2.1 % s----r-::?Tl V'M~ (' I r--' 1-- -;.- I .~ '--" l...--J I --j- r-- ,.- , -- '/' 1~ IN'T/ 'J'i'-<- - /R/. //7 J J'J' .4r-# ~-/ $- C I.n Tr C 'An Tr C An TT C An Tr C AD Tr " C An Tr I-~;;~ ~ An Tr C A -- -- frlt Minor! tie. &. non-minorities) 9. Telephone Number - (Include Area Code) 2..1'/- ;/;1_ _ .1.1.1(1 Pogo ~ of .1_ COJli'any Otrtc:lalla S1.gnaturc and Title 8. r,atc Slened (~~ iliu..4~!/[ /2 -J- /j (* 11.10. &. rem.les 6(' ",<"~),:,, ' j , I , ; f I: i I I' f l J ~"""",'''i", , r-- ,,-- ,-- " .,-.....,.--...--..-. " FORM APPROVED OMS No. 44-R1396 MONTHLY EMPLOYMENT UTILIZATION REPORT /9c:90 To: (N",,"~ "'rod !oralio", 01 Cornplia"te "gentlll This report is rcquircd by Executivc Ordcr ] 1246, Section 203. Failure to report can result in sanctions which include suspension, termination, cancellation or debarment of contract. (Se. reve,..., for Instructions) Ruooo11 O. US Dopt of GSA Center Auburn, WA Rogers, Aroa Director Labor, ESA, OFCCP (UH 0) 98D02 I, 2, Company's Name (1.0,)'" Trade ~~~~ ~ .Ii3-wu 02 tJt:1;G 7tf1J c1h~ tJa 9.JZ 70 --._-_..__._-~_._-~-_.,. -._-- ----------.----_.--_..._-~ ..--._-_.. .----------..-,----.-.----..-,..--.. "".- h,~.. ,__.~__~__.._...._. _ ______._.,_..__,_._. ...._ .__._. .. from: ,N,.., "".,,".. ./ ~,..) ~#U.f-I/7L . ~ t/~l2ct 3, 4, ., ., Work hours ot employment IS~~ footnote) % mi. Total otal No. elnsl. .,. ,,' ',' .,. I," nority No. of otEm- fiu. work. minor. ployees tlon Talel BI.d.. HI,. Am.,. Asrlnl Tol.1 hours ltyEm. (~.~. Fln/c Indl.n Pacific r.rnsl. of total ployees /sl,nltll' work. werl-l) hrs, 9. Tl:rt'phone No. (("l'huUn" ...t,ta C(>J,) 9tJ() .h ""',"'n ~.,d ",IIUlt:" .. Mlnt"'"l:' 1111! non minQdti'l!' ..., D. h~ It,. Oml .'to U',ld'lrl'~1 ,,11:1I1<1;,:.,'iol1 Ilurnbur) 2~7..I01 '''S'I r".III-or_ MONTHLY EMPLOYMENT UTILIZATION REPORT ~~~~~~~.~:)Icd Dee Thb: report ia required by Executive Order 1l246, Section 203. FaiJure to report can result in sanctions which include ru'pension, cennination, cancellation or dcbannent DC contract. (S.. r.v./'u for lnitructlon.) To: fN.....1I4 ro,.tCc.. of Compl14fln A",""..) From: fNom"lIu"lIraUo"O/IC'o"tnalltor, North Kitsap Gravel & Asphalt R'l'. 2 Box 700 Poulsbo Wash. 98370 WSHD # 1663 Quileene River to Potlatch Vie. 100}6 Camp, I, 2, ., 4, 5, 5, Work hours or employment (S"/oohotd % mI. Tot_, otal No. CI.ul. ., b,' ,,' .,. .,. roo norlly No. of of Ern. Company'. Neme (1.0.)'" Trade "", work. mInor_ ploy... lion TOl'1 BI.ek HI.. Amer. A,I,n/ Tolll hours ltyEm. (:.~. p.nJe Indiln Pacific '..11.1. orlolal ployees hllll:ftf work. ,,'-.I) h". CUN:;TRUCTTONCfo~ I-L- , -T"': '-, l,;U~'L'.r;t( C r. I I ! I 123 Cain Lake Rd. Ap " -- '- -- -- -- - - -- --;- - Sedro ,""oolley,. Wash. 98284 ' .I!i:..... L......'_ i - , ~ ~- , . I ~ , --, -----. .- ..!!.._- --- -.-- --- -'- --- -,- .2.___ -- --- --- --- ~p- ---'- --, --- --- -- --- -_.~ ..!-r_._ -, ---. -- -" -- - - - - C -- - -- --, ~ - ...!~ -- --- -- -- - C -- AD Tr 1;- : , c: c , I I I i i Ap.'II I , I , : Tr-'". C Ap Tr C Ap Tr C AD Tr . --L- - -1-- An - -' ! .. Tr -- f--':" , c A'a- Tr 7, Compony :a~~" end Title a. D.t, Sllned t. T.I.phon, Ho. 1IIN'''''''. Ar.. Ctol,) ,/IM.I~ (.- - Bookkoeper Jan. 8, 1980 1;?06 ) 72<1-&.1& 1 (.....1.. Ind """'" "MII'O,III.. 'nd noftominorlll.. ".'.D,lllh. Dun & Pr,d",..t ld.ntlrlutlon numb.,) 257-101 '"I-I ",. _.,_ . FEe 5 'TANDANO 'ORN 257 JULY U71 ('orm.r')' Optional Form U) ',"criWci by D.pt, or ubot .J CFR 10-1.7 (5.. r.....,.. for In.truellan,) Janua 1 80 This report iJ required by Executive Order 11246, Section ~03. Failure to report can result in sanction! which include IUlpension, cennination, cancellation or debarment of contract, MONTHLY EMPLOYMENT UTILIZATION REPORT ~M';:~~~f..:~)lod To: (N.Ift..,.' lcNo.tto.. of Compt(o_r. .....",..c:w) From: 'Nil'"' G"d J"t'atio" of to'drOlltw) North Kit sap Gravel & Aepha1t Co. Rt. 2 Box 700 Poulsbo, Wash. 98nO WSIID # 1540 Sunnys10pe to Belfair Projeot. 85% Compo I, 2, ., 4. 5, 5, - Work hours of employment (5" f()(Jlnot.) frotal No. ~ -;,- -;,;- % mi. Total ,,' ',' .,' ,f,'. norlly No. of 01 Em. Campany'. Name (1.0.)'" Trade fie.. work. minor. ployees lion TOl,1 Bilek HI.. Amer. "'''.n/ TOI., hours ltyEm. l:.~' p.nle Indl." P.tlfh: r.m.l. cltatal p.royees Idlnder work. .~'''l , h.., , 3L - - , -4-- CUSTER CONSTRUCTION CDMPJlNY c - -44_ - ...2_ -;p- -- 123 ,Cain Lake Rd., _ Lo boreer !- ---'-- ----;- Sedro Woolley, Wash. 2828,!l , Tr'll - C :' ~_. '.h_+ - -- ---- -,- 1':...___ --,.. _n___ --, --- --- 1--- ---- c --, -- -, -- !,p-- -- --- - ---.-. .!r_ ---- ---.-. --- ---- -- --- -- - -- C - --- - ~- .- - ~ - --- -- -- C ' -,- l- Ap '-;-- T,'" , c ", ' -- -r- i lop T, C " AD T' , '. c lop " T, , C AD T, C ..- ~-- - - I- -, , , .--- ..!!:.-. - - - iEl= -- I- - T' 1. Company OMclal'. SI.nature and Title e. o.te Slaned t. T.lephone No. (I."""'.' 11 ;. f!-.I-:/;J:" _ Bookkeenor ...". e.....) Jan. oil, 1980 (206 ~2d-ddd1 (."..1.. .ncI r.m.I.. "',lIno,U1.. .nd non.mlnor!U.. ."'.D.I. the Dun & O,..d'llf'lld,nllfila1Ion numb,,) 257-IOllln.t ,.... .,_ FORM APPROVED l/NZ....:::ifJ5 Dee This report is required by Executive Order I J 246, Section 203. Failure to report can result in sanction. which Include IUlpcnsion, tennination, cancellation or debarment of contract. tTANDAftD fORM 257 JULY U76 (fo"",rly Optlon,1 form 66) ,",..crflMd by D.pt. 0' LAbor .., erR &0-1.7 Mo.NTHLY EMPLOYMENT UTILIZATION REPORT ~.:J;~~~~~.::rlod (Se, reverse for Inslructlon,) To: (N,,,,, ,..lIlotdto.. of C....plllJllt. .46'II"wl From: (NlJm, ,,"d'otoUOII of ",,"frODtM) North Ditsap Gravel '" Asphalt Rt. 2 Box 700 Poulsbo, Wash. 98370 WSIID # 1450. Sunny slope to llelfair 75% Compo I, 2, ., 4, S, S, Work hou~ of employment (St'" foohlot.) % mi. Tetal otal No. '--~ Clull. ., .,. ,,' d.- '.- r.-- nerlty No. of 01 Em. Co"!p.IIny'1 Name (1.0.)"- Trade flu, work. minor. ployon lIon TDI.I BI.tk 1111. Amlr. ....,IUI/ Tolll houri' ItyEm. (:.'.1 plnlc Indllft Pnlfic: rl'ftl.l. oftotlll pro)'oes IIl,ndll' ~ork. \IIrll) h"" CUS'i'ER Co.NlTRUCTIo.N CO. aborer C!:.-'-'-. J4B - _..m e---:-- -22- -1-0..:.2- 123 CainX Lk, Rd. ' Ap - -- Sedro Woolley Wa. 98284 Tr ,-, --,--- ~ '. ~..:.::. : , -- I- --.-.- Tr ._-- ---'-- C - ~L._,_ -.-.- -- - 1- - -~---_.__. ._---~-- ~!.r__. -..--. _._~ -- -- --- - -- - -- c .- - _~e.__ - ---- .!!..-.-- -- ,-..- -- -- ~ -- - Ap Tr C ,- : , , , , , , Ap'" ; ; i , ; Tr , C Ap Tr C AD Tr C AD Tr C - - ~ 10 - -- I- I Tr 1- -- , f,;-- -- -- Tr 7. Compl")' omel.t', Slan.ture .nd Title a, Olte Sl.ned D. Tellphone No. 11.".111., J)&Uo ~4ii:. - A,... eNI) - ( 2D6' 72~-~~~ 1 Bookkeeper Jan. 8 1980. C'''hl.. .'" 'em.'.. ....II"orIU.. I"d non.minorlu" U'I.D. It Ihl Dun & n,.dtl,..lld.nllfiClllon numb.r) 257-101 ""-1 r... _.f_ r"'~"-- r- ':',: " -,' '.~ : " :'.',', .- .',> ",..",',' ., ",:,',: '" ',."" ">, " ,:'. ,.... ';' '" I' ~ '",' -,',' , ;:;; . I NI v 1Ml I- I....-lN ....~ j;' I I Cl . f~ ',' " ::) 1 ";I "~ " , 0' I...... ..... ; '. I.~ >It' 1'\' " .... " I \"'.,1 l't\J ,':,"'/ {; N ", t"' '... .,) "- I,..j ... H: '" ", j ":J . ,~~ " ~ I ',,,:;i I , I I ;:", gl'( ... I I t I V) I 1~ I t'l..,": I ... II ,-, '!~ I '" i,.(,J -, r I~ I v. i:) ~'::l I .,,,- ~J ,,-'" .,) " I ~.. I '1( I I ...- I I e:;h~ , :;.L I:e; oJ' I ',.', ci:'/ I 11:" ''''""I'..> t;( :~~ I _!OVl t.ld; ".1 I.ot'; I I ..,U .... rr-..~ ";l ~ c.~ I' " , ." I:'~ -..: I '" m .,,..-1 ,tt 0: \i ~ I~J.. tt.( I'''' ~,~ 1.\....1 ,.;r. .. I po h)ll~ I''': .' QI'> II ;~l,,:l ,.. t ~\.J~CJ':J ) I h;..l. .,) :,;)',~ ~ f '::,>i..: ;t~ J-.,.. j \~.......c 1 N<r.r. .~ I I'l,., "..., J4;.<4 II 0' ~" ,-",z,a; oJ' ...~ t..; ,~ f'''1v'. ~c.:ll .:/,:1,~ :J.,.:;" jt-;.W "" ,? '. ":' r,.,.,.....','.,';-j~~; "'. I "... ~I~ .'.... '"'Ujl '" ;f~l; I.>~~ J ~ .:' 'C1\ :::',~:',:. -.:. :,.! '''-::,. ,.... '-;';,\; I I Il- Ia> I. I'" II- I... , I . I ' .',g~:~ 'Mc:t I . ~i~J~ J a, -.0 _,-. J , ~ . ;n~::;;~~~< ;;;: .: Q.1i!' I .~,. ~~"1 i ~~f,i ~3; . ,'I J ' ce; . ,,~~ : ~gt g coa: t-=t I " . ..... J."'OO: tON ,.. ~"., "'''~:;' 0.. ...,... ;' .'~ ': ::' J , ;::I.,....,.;.,.,~~1 :~'" .' :.~JI If I;~ I sl ~s 10 co I I I 001\ 0' I .1.~ j'/f; I.~ .~ I' ~~~~ll; :: j? "" 0"':1:' ~'" ~ \II: <<(:EZ CC'" ~ "''''~'''Ol :J g5d~::~ ~~ 4ICl"'''l~........ t,j. L'i-~,.J 't'..,. =r "I =1 J ~ :1':. = I.., . "" Q.I: Ne ...... ""'" c.", &\0.1 <> '" ... "" lTl ... ...... ...... Q ww "''''' "'< a.c. w '" c. "';, .... r "I' 'r I I I '" l- I co .... ... ... . '" co ... "" .... Q ... 'CIC '" I ZO:> eM ICO w... 0:1 , aN 11.... c... <:> <:> . ... . 000; 01 IVI c.z .... Cl ~ IV COI Clw "V ... C '" CIC CIC Q C' C ~,) .,;.',' ~ c, :I: , "'10, Vlon, C"_ "'0" z",- w... 11)'" C,.. Wli'l U. r r--- CONTRACT NO. 40 7 -z..~. DATE 1-18 --20 Asphalt Uetermination 1. Filter Paper + Dist, Silica After Use and Uried Z. Filter Paper + Dist. Silica Before Use 3. Gain in Weight (ZOO Minus) (#1 - #2) 4. Aggregate Weight After Drying 5. Total Aggregate Weight (#3 + 4) Original Sample ~Ieight Minus Total Aggregate Wt. (#5) Total Grams Asphalt Wt. Asphalt % Asphalt = Original Sample Wt. X 100 07,~ L/-{) , 0 27,:{ 92(,..,7 9S~ Icn4, (-, '7 s<t. z.. <n, IJ. $,01 AGGREGATE GRADATION Sieve Weight Percent Percent Specifications Retained Retained Passing (Accumulative)* (Accumulative)** Z" I Yo I ,'\ 1~" t'o.-v.. ~97 ..,,:~_: /ool.f;&, 1" , ~/#' ,DO .::,.5' 0 ~ ( 1'<1 R')-fQO 17("" c-f 1/Z" , 108.9 - __u-r c. 7,$ 1/4" Z.8Io '2,0 70 45 - ")8 ~ 13Z<-f,O 16 '5'17.'3 110 4<:,(pq,q (C/D '-10 ~-5D 92/"',{ 140 180 IZOO C:J,t..!,'Z) '16, '1 '-h I z --25 Pan 9zto.8 Not used in Computihg Grading (Checks Line #4) CJ5C/, "L Total iAggregate (From Line 115) (p0~ fro. SAND SILT RATIO. 1110 . 1200 DAilY REPORT OF ASPHALT PlANT.ERATlONS WAWGTON DEPARTMENT OF HIGHWAYS District ..J:~ Section ~"l\x"' \J('.,\\t1.I., -\,., ~~ \01- Contract No, ~7~ PLANT TYPE Dote J - I, - 5";0 Closs Mix F R.port No, ,3 Botch 0 Continuous ~ Drum 0 MIX COMPOSITION Hot ~ Cold 0 Bin # 4 SR- Filler Asphalt 1U3.. Total %ofTotoIMiX~\A ~( Wt,Lbs"......_~~~L 100% Total Botch Wt, or Lbs./Rev,_ Average % Blending Sand Included Ross Count MIX ANALYSIS *Indicote Method - Extraction or Quick Wash With or Without Vacuum Extraction Hot or Cold Bin Analysis Scree~in #1 . Scree~ln #2 . Scree~in #3 Size % Passing Size % Passing Size % Passing % Test # 1 2 3 Tim.........,.. 9:.W 2.:00 _ _ _ Temp,Mlx'F..~ z;zQ _ _ _ Temp,Asr/1"F~:3QQ. _ __ Method.......,~ ~ _ __ % Job Free. Design Std, Specs, CI, "E" CI. "B" CI,"G" 100 90-100 100 67- 86 100 (b-/{)C)60- 80 90-100 100 </S-7840_ 62 75- 90 97 -100 55- 75 60- 88 ~O -~-n 25- 40 32- 48 32- 53 10- 23 11- 24 11- 24 6- 14 6- 15 6- 15 z-ca 2- 9 3- 7 2- 7 '-/-7 3,5- 7 4,0-7,5 4,0- 7.5 6- 10 6- 10 .%Passing 1 1/4".. 1.:......,,,__ _ _ _ _ ---,--_ ~~JOQJQD_____ 50 1/2.:.... $.. .:::J.!L _ _ ---:-- _ ~ ....m. 3/8.:".. -===- --=- _ _ _ _ _ _ 1/4.:".. ~ .:zL _ _ _ _ ..:J.L .E.:L #10,.""" .!::II- .!:lQ.. _ _ _ _ #40"",," _ _ _ _ __ #80..,..,.. #200..,..... 4,'S Q.7 ==== ~..fu2.,._ _ __ ~~---- ~.'?:, ro Asph ........ (Sand ,silt) Ratio.., % MoIsture ........ - ASPHAL T PERCENTAGES Original Deslgn~~o Drd.red 5'~ % Calculated from A-oduction--==-- ro By Extraction Tcst_~% Mix sample sent to Lab today represents Our complete onalysh is shown by Test It NOTES: AGGREGA TE WASTED Bin No, Tons PRODUCTION Plant Started "7100 A;M, Plant Stopped 3',55 P,M. Air T.mp. ~A,M,_P.M, 'r '3(0 .'3~ ' Tons Total Production i-/ , Weather?'" '1 ~ I ~d'j ?~~~~ Siltnt'd.ln"I't'CIM naif: PLANT TYPE Batch. 0 Continuous ~ MIX COMPOSITiOH Hot ~Cold D Bin # 4 %OfTotOIMiX~j\4. '~.:i~-( Wt,Lbs,..,...._, _~tI.... Date \1<"\\\",) ~, .c.,~ \0 cf 1- '7 -7S() Closs Mix WA.GTON DEPARTMENT OF HIGHWAYS District. )a.....~p:..~ , c.o lAA1 i<--J Controct No, Yh 7 r:: Report No. 3 DAILY REPORT OF ASPHALT PLANTWRATIONS SR- Section ~f'II-....Jt'\." Drum D Filler Aspholt .:'i523.. Total Average % Blending Sand Included Totol Botch Wt, or Lbs,/Rev,_ Ross Count % *Indicate Method - Extraction or Quick Wash With or Without Vacuum Extraction Hot or Cold Bin Analysis Scree~in #1 Sr.ree~in 112 , ' Scre.~in #3 Sixe % Passing Size % Passing Size % Test # 1 2 3 4 5 Time............ ~ klOO_ - - Temp,Mix'F..:k2a..:z.2Q - - - Temp, Asp,.'F3aQ. ~ - - - Method' ....... 'f-!L- ~,- - - % Job Free. Dosign Std. Specs, CI,"E" CI, "B" CI."G" 100 90-100 /O() 67- 86 100 8:)-IC060- 80 90- 1 00 100 'is- '1840_ 62 75- 90 97 -100 55- 75 60- 8B ~O ~,,"O 25- 40 32- 48 32- 53 10- 23 11- 24 11- 24 6.:. 14 6- 15 6- 15 Z-$ 2- 9 3- 7 2- 7 -1-7 3,5- 7 4,Cl- 7,5 4,0-7;5 6- 10 6- 10 --.------ l'~........tt-------- ~:~ .J1)Q J.Q.Q _ __ _ _ _ ...m.. 1/2':.... .$- .:i!L _ _ _ - ...M.. ...s::Q. 3/8';,.., =- -=- - - - - -- 1/4':,." +Z--- .2L _ _ _ - ..:J.L ~ #10"".", ..YL- ..!:lQ.. - - - - #40,.."." _ _ - - -- #80,....,..______ #200....,.., j,;7..~~---- .--.... %Asph."....,.:.;:>.LIi<.J~---- ~ (Sond tSilt) Rotio... :L.L. ~ - - -- % Moisture .....~.. - Bin Ho, Tons PRODUCTIOH Plent Storted .,:0(',) A,M, Plent Stopped ~', S.; P,M, Air Temp, Z13-A.M.- P.M. ASPHAL T PERCEHTAGES Original Design S'~ % Ordered 5' ? % Calculated from Production-=-- % By Extraction Test ~,'"Z... ~. ro Mix sample lent to Lab today represents Our complete analysis is shown by Test ~ NOTES: AGGREGATE WASTED II '"?lo .5:' I Tans Total Productl?r.4l Weather y ( I ~t.cl 'j .pt)v,< Ii..::> 7:., Vhil'l...A~l,..., -17.a0 Sianed,ln.peC11H Ollte r-- Asphalt Determination 1. Filter Paper + Dist. Sil ica After Use and Dried 2. Filter Paper + Dist. Sil ica Before Use 3. Gain in Weight (200 Minus) (#1 - #2) 4. Aggregate Weight After Drying 5. Total Aggregate Weight (#3 + 4) Original Sample fleight Minus Total Aggregate Wt. (#5) Total Grams Asphalt <:: 7~F: , · DATE J- J 7- 5PC) "'7,q '-f{) .0 L7. '1 9Z/,S 9 i'7 ,7 CONTRACT NO. 4b7 Ir.ol,j 9<-19,7 ') 2,t":> Wt, Asphalt % Asphalt = Original Sample Wt. X 100 5,2% AGGREGATE GRADATION Sieve Weight Percent Percent Specifications Retained Retained Passing (Accumulative). (Accumulative).. 1 77,1:) 2" Pe-,.JOq, / 1~" "1'3'9 q" 1 'Po--., ~~"7. <( - I" )001.1 ' -5t8?vl 0 0 100% fOO 1/2" 0,3 I % 9Oi~.) 80 - 10C> ICO?",r1 ~ \ '\ \ z. 30/7,<( 3/8" - 21,8 1/4" Z70,Q ""2...~ Cl'ID 7/% '-15 - 7-S 73?",Fr, '7 16 00 /"0 0 110 ~,~ 5'(,,5. <./ 4070 ~o - SO 140 180 i200 33'1,") CjO:S./ Pan 1<5 gZO,} '1'-19,7 \:l,$', '?, '% <1> LI,7/-, 2..-~ *Welghts to nearest gram "Compute to nedreSt percent except #200 only to nearest O. ~ Not used In Computihg Grading (Checks Line #4) Total iAggregate (From Line #5) SAND SILT RATIO. HI0 . #200 CONTRACT NO. '-fib 7 ~ 1-/7- R,./ Asphalt Uetermination 1. filter Paper + Dist. Silica After Use alld Uried 2. filter Paper + Dist. Silica Before Use 3. Gain in Weight (200 Minus) (#1 - #2) 4. Aggregate Weight After Drying 5. Total Aggregate Weight (#3 + 4) Original Sample fleight Minus Total Aggregate Wt. (#5) Tota I Grams Aspha It' Wt, Asphalt % Asphalt = Original Sample Wt, X 100 L,")', ~ '-10.0 CS.s ~'2.3, 7 CJ1ca.'6 1001, 2_ 97'1"" 'l", :"i;>, <-I .!J 5, Z b.0 AGGREGATE GRADATION Sieve Weight Retained (Accumulative). Percent Retained (Accumulative).. Percent Passinq Specifications ..,.., /3'181 r~ '397. /co/,2 2" 1'<" 1" -5/-8-;>'</ C) 1/2" ,'.:>,~ 3/8" 1/4" ~S5, I ?loKt.. 16 lID ZlN,O $"57,10 140 ISO lD 0 7i:, I7Y',Y 0 IOO%' p"",~ / ~ <1 '1 ';-'0 80-/00 t,,5%Fr. <05,3 2. 'B %, 72% 45 - 78 7,~.Jr~"l.." I ?,c17, .., C, 2' '3,-, "5 0) ~) '-1/% 3,0 -so 1200 ,'1~,1'. 90", t/ Pan 11,,<:; 9 Z ~;~ 0;<-1-<;::,9-, 96,5% 4,~% 7_-~ Not used in Computihg Grading (Checks Line 14) Total !Aggregate (from Line 115) .Welghts to nearest gram "Conlpute to nearest percent except 11200 only to nearest~ DOT.3~O-501-A (0-6G9-A) ~n~~r SAND SILT RATIO. #10 . "72UO '1, I CONTRACT NO. 410 7 QUICK EXTRACTION ..;:3'::::::/}6 aLE NO, I - ""5'j V\ z..... DATE / - (G:, -Rt:J # Asphalt Uetermination 1. Filter Paper + Oist, Sil ica After Use and Uried 2. Filter Paper + Oist. Silica Before Use 3. Gain in Weight (200 Minus) (#1 - #2) 4. Aggregate Weight After Drying 5. Total Aggregate Weight (#3 + 4) Original Sample ,Ieight Minus Total Aggregate Wt. (#5) T ota 1 Grams Aspha lt Wt. Asphalt % Asphalt = Original Sample Wt. X 100 AGGREGATE GRADATION Sieve Weight Retained (Accumulative)* Percent Percent Retained Passinq (Accumulative)** Specifications 2" 1~" 1" 5/8" 1/2" ' '~)l '8 C) /00 An -/CO 3/8" 1/4" /35,10 '2..\ ,'1 Lt"5 - 78 57% Fe; #6 #10 ';'<1-,0 45'1,(", "S~ 47 '30 -50 140 #80 1200 3~~,2- 8S'z.8 97. f.o 'ZIt{- 2. - 3 Pan ~,.<I 871./, ~~AI~~eII,~ing-(.Checks...l..ine_1/.4) TotaliAggregate (From Line 15) SAND SILT RATIO. #10 . I21iO ~lI1(l\.Y<t-~ V-o.IId.":!Ja QUICK EXTHACTI , CONTflACT No.70"5~/o1 .SWLE NO, .2 t-:- Asphalt Determination 1. Filter Paper + Dist. Silica After Use, aud Dried 2. F!lter Paper + Oist. Silica Before Use 3:. Gain in Weight (200 Minus) (#1 - #2) 4. Aggregate Weight After Drying '31. -z. lO<:j. \ -- 72,1 . DATE. j- )5 -~(') r 72. , 4tJ> .t:, ?:.J .5 cq Z'2., "'1 C) 54, z I~~~: i: ~'Z, 0 5. Total Aggregate Weight (#3 + 4) Original Sample ~Ieight Minus Total Aggregate Wt. (#5) Total Grams Asphal t Wt, Asphalt % Asphalt = Original Sample Wt. X 100 AGGREGATE GRADATION Q '5'. /7 /0 ~ph, I L,l05,5 Specifications ?e." ~c17, '.::, IOOt.o,c- Sieve Weight Retained (Accumulative)* Percent Percent Retained Passing (Accumulative)** 2" I~" I" l?'zo,~ 0 lC~:;7'o /'320,'0 100 397,?> 4% ') ~/'() go - (roo 9 'GZ ,7 ~\% I.o~ % () tJS-)g ?O % L{.Q% ~-50% (PO 4 .If11''3/~'1 , 1/2" '-II,.,?')", 3/8" - 1/4" 1.~ to . tf Y' 16 110 -57 t.j r ~~,.., 140 180 1200 t!:Jt:n, 'J Cjr. Pan 920 I .s';}r'. a,.si./ ~ 7-r" 9~. ~,o '&,:5'6 ~ .7 -~, {G Not used in COOlputihg Grading (Checks Line #4) Total !Aggregate (From Line #5) SANO SILT RATIO. #10 . '""12iiO CONTRACT NO. 'I-h -:t '~:" , . DATE' , )~.f Asphalt Determination D,G',Pe--JVJ, ) 1. Filter Paper + Oist. Silica After Use aud Dried 2. Filter Paper + Dist. Silica Before Use 3. Gain in Weight (200 Minus) (#1 - #2) 4. Aggregate Weight After Drying 5. Total Aggregate Weight (#3 + 4) Original Sample fleight Minus Total Aggregate Wt. (#5) Tota I Grams Aspha lt 710,1:;) I./~:v 29,13 <12~.b '953.4 "l2. I 1./ D i..j, 7 '''''''-. :''')7.7 /~~i: t 1007.D Wt. Asphalt % Asphalt = Original Sample Wt. X 100 AGGREGATE GRADATION o 5,:;Z3~ '1-- 7 % Sieve Weight Retained (Accumulative)* Percent Percent Retained Passinq (Accumulative)** SpeCifications 2" l~U 1" >>-- 1/2" 5 3/8" 1/4" 2~~.5 1164- 37L\.?~ 110 ' '55't.o 140 RO? . '6 IBO 1200 907,8 Pan 1Sf7_7-, ,?:.. 9 5 3" 4 I ()/o 160 CJ~' ~O> I 32.1.'5 -3 '? 7, 7. 9 z. 3.'" ~\ 0/0 3~/o 5'9 ~o 'tZ)4 i 0 IDa ~t') - I OC> , ~. f:\-~c..4,-,a. !:!.J ' e CP .,'I>I'D L'1_ , '/0 'c;; . in 1 /0 71:) - 8"'ii SO '0 i?<I,Z. .. '/~\ -L -tt ~ &, J /0 ,,'I-' - AlbvcLJI~Q 10 4/ "0 ,.0'/0 30 -~. -ftt 10~o rqs JZ /0 4,'8% '2..-8 Not used in Computihg Grading (Checks Line #4) Total iAggregate (From Line #5) *Weights to nearest gram **Compute to nearest percent except 6200 only to nearest O(l-~ ~ DOT.3~D-501-A (D.669-A) InSpector SAND SILT RATIO. #10 . 72TIO ~.5 r-.".. I ... --