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General Testing Laboratories, Inc. 18970 lrJ Avenue ~E. P.O. Bux ISH6. rlllLl~I"I, \V.I~hinl.lrlln ~SliO CONCRETE TEST REPORT CLIENT ACE PAVING PROJECT HADLOCK ROAD REPAIR CONTRACTOR ACE PAVING CONCRETE SUPPLIER FRED HILL MATERIALS DATE CONCRETE SAMPLED 11-21-86 INSPECTOR THOMAS WILSON LOCATION OF CONCRETE PLACEMENT SIDEWALK WEST SIDE OF CHIMACUM ROAD EXTENDING 500' NORTH FROM CHIMA CUM & OAK BAY ROAD INTERSECTION IN HADLOCK LOCATION SAMPLED TRUCK CHUTE NO. YAROS PLACED 32 TRUCK SAMPLED MIX DATA: CEMENT 6t ADMIXTURES REPORT NO. 2 NO. B-6248-s4 #55 TIME SAMPLED 10: 15 A.M. AIR CONTENT REOUIRED AIR MAX. SIZE AGGREGATE_ 3/4" AMOUNT 7.5 oz/vd 18.3 oz/vd CONCRETE TEMP. 55 of AIR TEMP. 51 of SK. TYPE POZZOLITH 122 H.E. POZZOLITH 344N SLUMP si" REOUIRED SLUMP 4" max WEATHER OVERCAST N/A N/A REQUIRED 28 DA Y STRENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DATE TESTED AGE UNIT LOAD P.S.!. 2-A 86-11-4637 11-28-86 7 4240 2:B 86-11-4638 11-28-86 -2- 4210 2-C 86-11-4639 12-19-86 ~ 5690 -1::JL__ 86-11-4640 12-19-86 ~ 5610 CERTIFIED BY: GENERAL TESTING LABORATORIES LAB MANAGER A . The HART Company . General Testing Laboratories, Inc. 18970 hd A\'l'IHIl' NE, P,o. HIIX l':;oS6, PUllt..hll, W,L..hill/.!IO/l 9H370 ORISINAt CONCRETE TEST REPORT CLIENT ACE PAVING PROJECT HADLOCK ROAD REPAIR CONTRACTOR ACE PAVING CONCRETE SUPPLIER FRED HILL MATERIALS DATE CONCRETE SAMPLED 11-25-86 INSPECTOR THOMAS IIILSON LOCATION OF CONCRETE PLACEMENT SIDEWALK EXTENDING 50' to roo' ON THE NORTH SIDE OF OAK BAY ROAD FROM THE OAK BAY /CHINACUM INTERSECTION; SIDEIIALK SOUTH SIDE OF OAK BAY ROAD TRUCK CllUTE 50 to 85 liE 'RoA INIERSECllUN- LOCATION SAMPLED_ ' _ NO. YARDS PLACED - 24 TRUCK SAMPLED #55 TIME SAMPLED 8:45 MIX DATA: CEMENT ADMIXTURES - REPORT NO. 4 NO. 11-6248-54 6;} SK. NONE TYPE N/A MAX. SIZE AGGREGATE - AMOUNT 3/4" SLUMP 3t" _ AIR CONTENT N/A CONCRETE TEMP. 66'F REQUIRED SLUMP 4" max REQUIRED AIR~_AIR TEMP. --2l'F WEA THER OVERCAST REQUIRED 28... DAY STRENGTH 1nnn 1'51 COMPRESSIVE STRENGTH TEST RESUL TS eYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.!. - 4-A 86-Il-4677 12-2-86 --2..-. 3890 4-B 86-J 1-4678 J 2-2-86 --2..-. 3860 4-C 86-11-4679 --ll::23-8~ ..lJL.. 6440 ...-i.::Jl___ 86-1 J -4680 --ll::23-82._ ..lJL.. 6260 '-- --- --- --.--- = A . .. The HART Cc;npany General Testing Laboratories, Inc. 18970 lrd A"l'lllll' l'\E. P.O. BIIX t'5,q6, Ppul~bll, \V;L~hin~l(ln 9H370 ",tI'lNAl CONCRETE TEST REPORT CLIENT ACE PAVING PROJECT HADLOCK ROAD REPAIR CONTRACTOR ACE PAVING CONCRETE SUPPLIER FRED HILL HATERIALS DATE CONCRETE SAMPLED 11-24-86 INSPECTOR TIIONAS WILSON LOCATION OF CONCRETE PLACEMENT CURB & GUTTER ON CIIIHACUH ROAD (I,EST SIDE) FROH 475' to 500' NORTH OF CHlffACUM & OAK BAY INTERSECTION: SIDEWALK 400' to 450' ON CHIMACUN LOCA TION SAMPLED TRUCK CHUTE NO, YARDS PLACED 16 MIX DATA: CEMENT ADMIXTURES REPORT NO. NO, 3 B-6248-54 TRUCK SAMPLED #54 TIME SAMPLED 10:00 A.M. 6t SK. TYPE POZZOLITH 122 liE N/A MAX. SIZE AGGREGATE 3/4" AMOUNT 76 oz/vd SLUMP 3~" AIR CONTENT __.NLA CONCRETE TEMP. 6601' REOUIRED SLUMP ~_ REQUIRED AIR ----1ILA-_ AIR TEMP, 54 OF WEA THER OVFRCAST REQUIRED 28 DA Y STRENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO, DA TE TESTED AGE 3-A 86-11-4673 12-1-86 7 3~B 86-11-4674 12-1-86 7 3-C 86-11-4675 12-22-86 28 -- 3-D 86-11-4676 J 2-22-86 28 ----- --- -.--- -- ----- UNIT LOAD P.S.!. 4320 4370 6510 6470 CERTIFIED BY: 0~ 'iJ G""" """G ""'''0'''' 7My LAB MANAGER The HART Company . General Testing Laboratories, Inc. 181.)70 3rd A\'l'lltll' NE, P,ll BIl;": J1H6, Plllll~b\l, \V:l~hjllgtolll)H170 . A DRIQINAL CONCRETE TEST REPORT CLIENT ACE PAVING PROJECT HADLOCK ROAD REPAIR CONTRACTOR ACE PAVING CONCRETE SUPPLIER FRED HILL MATERIALS DA TE CONCRETE SAMPLED 11-26-86 INSPECTOR THOMAS IIILSON LOCATION OF CONCRETE PLACEMENT CURB & SIDEWALK ALONG CIITMACUM ROAD NORTH OF CHIMACUM/ OAK BAY INTERSECTION AND OAK BAY ROAD WEST OF THE INTERSECTION LOCATION SAMPLED TRlICK CHUTE NO. YARDS PLACED 20 MIX DATA: CEMENT ADMIXTURES REPORT NO. NO. 5 B-6248-54 TRUCK SAMPLED #55 ~ TIME SAMPLED 1:00 P.M. 6), SK. TYPE TT MAX. SIZE AGGREGATE__ 3/4" AMOUNT NONE SLUMP Jj." REOUIRED SLUMP 1" me, WEA THER OVERCAST AIR CONTENT _~_ REOUIRED AIR CONCRETE TEMP. (,oop AIR TEMP. -5~__ REOUIRED 28 DA Y STRENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESUL TS CYL. NO. LAB. NO. DA TE tESTED AGE 5-A 86-11-4688 12-3-86 7 5-B 86-11-4689 12-3-86 7 5-C ~4690 12-24-86 ....2L --2::Q.-- 86-11 -4691 12-24-86 ....2L -- ---- --- --- UNIT LOAD P.S./. 3270 3330 5620 5760 CERTIFIED BY; ) /J I } ""'" """0 ""'''0",'' F~ LAB MANAGER The HART Compar\y . General Testing Laboratories, Inc. 18970 hd An'lUll' NE, P.O. Bo.'\ I ;S6, I\llll~hu, \Va~hillglUl1 98370 . A ORltl"At CONCRETE TEST REPORT CLIENT PROJECT CONTRACTOR CONCRETE SUPPLIER DATE CONCRETE SAMPLED LOCATION OF CONCRETE PLACEMENT ACE PAVING HADLOCK ROAD REPAIR ACE PAVING FRED HILL flATERIALS 12-2-86 REPORT NO. NO. 7 B-6248-54 INSPECTOR CLIENT SIDEWALK SECTION ALONG NORTH SIDE OF OAK BAY ROAD LOCA TlON SAMPLED NO. YARDS PLACED 16 TRUCK SAMPLED MIX DATA: CEMENT SK. TYPE ADMIXTURES TIME SAMPLED MAX. SIZE AGGREGATE AMOUNT SLUMP __ REQUIRED SLUMP WEATHER AIR CONTENT REOUIRED AIR CONCRETE TEMP. AIR TEMP. REOUIRED 28 DA Y STRENGTH 3000 PSI CYLINDERS CAST AND DATA PROVIDED BY CLIENT: GTL CERTIFIES COflPREssrVE STRENGTH TEST RESULTS ONLY COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE 7-A 86-12-4715 12-9-86 --1- -1.::1L-- 86-12-4716 12-9-86 --1- ....l=-L- - 86-12-4717 ] 2-30-86 ..1L.. -1.::/L.__ 86-]2-4718 -11:)0-86 ..1.L -~---- ,..~---- --- ---- UNIT LOAD P.S.1. 3150 3250 4280 4350 CERTIFIED BY: 0""" """0 ',"0"""" ~!~ LAB MANAGER 7' o , " " Ace Paving Co. B-6248 July 14. 1986 Page Two Optimum Noisture Densitv.Relations AASHTO T-99-83 Resul t: Optimum Noisture Content: Naximum Dry Uni t Iveight: 7.6% 139.0 pet Los Angeles Abrasion AASHTO T-96-83 Result: Grading "c" Loss (500 revs) - 16.0% IvSHDOT specifications (crushed surfacing) 35% maximum loss Soundness Test AASHTO T-I04-77 Solution: Saturated magnesium sulfate (NgS04) Loss (5 cycles MgS04) - 1. 6% Sand Equivalent Test AASHTO T-176-73 Resul t: 51 Fracture Count IVSHDOT 103 FP-79 Sieve Si ze % Fracture IvSHDOT Spec FP-79 Spec 1/4" 95 75% min 50% min #10 84 75% min Asphaltic Concrete (Aggregate and mix test results) Aggregate Gradation Sieve Size % Passi ng Spec (IVSHDOT) 5/8" 100 100 1/2" 99 90-100 3/8" 86 75-90 1/4" 75 55-75 #10 48 32-48 #40 18 11-24 #80 8.0 6-15 #200 3.4 3-7 % Asphalt 5.2% 4-7.5% F. A. No. RS-Z 916(1) Improvement: Installing drainage; grading, surfacing; Installing curb gutters and sidewalks and other work. ,) .I RECORD OF MATERIALS , Date or Days for Compl'n: 50 Contract No. ~A-U~U~ Date A warded Date 80'11> Letter Date Completed Date Certified ~ es-~JC1II\ ' S.R. No'/Clty/Co. Jelferson _ . Section: County Road ProJect No. 582 District Administrator: Zlrkle--- ProJect Engineer: Jefferson County Contractor: 'Marerlal Quantity Sources Approval Number o 304 e PIPe IU. . 11 ea. ~C::C~ CPnetA( t:.~' J:. Ballast 1,IOOey flZt"P. I-JJt..L,. /"~"J""l CSTC 770 T Portland Cement 129 T Pine Cone Agg 245 T Coarse Conc Agg 374 T Asphalt Mix Cl B 1,190 T - AR4000W 65 T Mln Agg Cl B 1,124 T MAR ,<e'> Dlst. Soils Engr. FHWA City/Co. Engr. Cont. Admin. Asphalt Sea. Insp. ~ I.V'Vc.e1='F" FO'U-T1Tf; S ~~=. Morrow Notea to Project BnRlneer: (a) A copy ot tbll torm .bould be retain X In your oHlce to keep a record ot Sam plea and Reportl .ent-and - received. (b) COMult Construction Manual, Cbapter 9, for Reportl X and Sample. to be aent and tor requlrementl for otber materials no Z listed. (c) Any Increaae In acceptance lample. requires Increase In X assurance I8mplea at rate ot 5/1 (tor aggregate. only). 3~l\-020 (R"vl."~ 121~'1 " --......... .. tt _.~. WESTERN TESTING LABORATORIES, INC. 4091 West State Hwy. 3, Suite A, Bremerton, ~IA. 98312 (206) 4 79-6867 . 12-12-86 12-13 5/8" Top course RECE I VED TEST COMMENCED MATER I AL IDENTIFICATION ~lARKS SA~lPLED 12-12 LA8 NO. SUBM I TTED BY Client SAMPLED BY D. Smith PROJ ECT NO. B-5599 SOURCE OF SAMPLE Fred Hill Mat.@ I QUANT I TV REPDRT NO. 1 Hadlock LOCATION OF SAMPLE Jobsite stockpile PROJ ECT NAME Hadlock Intersection Improvement SPECIFICATIONS GOVERNING WSDOT 9-03.9(3) REMARKS Ace Pavinq SIEVE ANALYSIS L.,aUIQ I.'M'T \I.LI . ANAL. YSIS SIEVE "LA.TIC I.''''T ,...., . AS SIZE . SPECS. ..1....T.ClT., 11'1011."" . RECEIVED ISQUARE) .Oll.CL......,P'.CUION .. "ET. 'I. "AIS. '" "IT. "ft ........ IWILl... .. Mil.. Nr:THOCl Ol~ I.. INDIV. ACCUM. INCIY, ACCUM, IWIlI-I.... HII.. /IIITHOO OIL. I.. 31#' ',rUM'NOUI "Hln" IlIc:lU'''IO ., . 3-" QU".,TT ., 2~" .".'MUM Ol......n. gilT WT. "111 CU. n. ..... 2 " 0"",..1,1... MOII"UII& . l~" '''.c",c OlUVITY 1 , MO'",UIIII . 3/4 I .......IOH U" A.I . .. WI"". lDO ItolV,E "",100 "IV.= . . l- " WIIIOHT ,.111 cu. "., 1.00.1 I.... 0 100 5/8" 100, WIIGHT 'III eu. n. 11100010 ,... 39.6 60.4 .Ii " 55-75 OIllO"NIC n'''uJtITICI ,COLOltlMITIUCI No._ 4 .....Ol't~TIC... . 'INI:"'EII MCCULU' .CU"'D"'.... l'ODII,/IoI 'UL~".TII ...LTll'tH..TID.... . No. B I...HD I:OUIV..LI:"T _o~. ~ . 10 2" X 4" C'I'LIHtlIUI i BRIQUETTES 16 ; ~1l..'Il..I'VII,..I..I"" jl TEN.ILI: ITltr"'CTH 30 I I.". ~El'tIO 'H. 1,.1' "~,, '0. I'" 48.0 12.4 0 _8-2. '0' :1 70.'1' I UD"" , 7 D.,. I liD"" 0 I I"ICIMEN NO. I " I ....~~; .. . ., I 6.6 5.8 OMAX. .. . II I ,. 5.8 , .VUI"OI: IIIIlel"I:.... iH , I TOT... II I I I"''''C''_O on........ ......0 i 11'1''''''1:''' I lll4TI0 .. % Fracture 75 Min. = 91.2% on ~Il sieve SE 40 Min. "' .,~ -- e. - DATE 12-13-86 NAME D. Smith Construction lrupectlon . Soli. Asphalt and Concrete Te..lng . Site Inve"lgatlon Concrete and Asphalt Coring . Agricultural Testing "~ \ . . W~ ""f>AnlMf:NT O,F JllANSI'OIlT^110tl ......1...111111 I "!",, "'''''I _'MlI',ll 1~(H 1U1 VA'JII' OIY"'W1tl, WA 01)504 . 11 i " CONTROL SMJii?LfS TRANSMITT At ~",L\ c, 'I " '," lid",", Lob No' r Disl. lob. No,: M"",,'~U15S., JI/6//fc7Ilf',SICc1'7', 'sn }()>("s, Coo'w' No CI~C''::i '!,? 0..""., loI7.EX,S"" IDNo '0 f'l S,,,,,oo /,V)(;XCC)' /J..l7l Control Samplo No :.__: _.J"~___"h_"'_ Fiold Tl.q r~~,l,' ---'-~ F A, t~(),: 12'5..-', z....} 1(. lJ.) Cerlifical(jNl1.;~___ Truc!l'c.,rJo C.S.fb " _,'_,. ~~::::~:~::~~~~~~~==~~_~~ :;~~;~' '0 Delo ~~:~~:,I:,~~t~~~~:i~~/ Xi (~~_0~ p .~'~, _ =~~~-=~ U'O'OLSIa._____.._.,-__...I?t"'O ',>.._ 1'1"'0, ..\I,\(ll.(C'I: 1"0107/75/87-- SBmpIOd/Tlfil.oo.by:_T, ,1!t~f:ez..,t"P._,: c:,.,.., Tl_ '1(,.1/:2..-- Orgnni1.flllOn Codt> _ somplodBI:])t5CJlflf.6.l:".__#-:':l2I'.l-c.. ('~ ..7J:(..Y...l~ FOTwilflJedl>y J ' /~/(ML "c"f{, n ~;;~'~:O:P~::,~:;~~{:~~-=:~ "','-'......:_.. _.___.._ srs No ( .. .... r\--- FI,Id, Ac"planco--='~__, 110"'''''"'_ ....m.___.. Olh" . ,.. n ,...... l.) Bnso' onFI," Tost No,,. ,,_.... Ar,ptlalt i IX D .IU~ Field Test Rosulls-Reporlllllscroens used -~I~~~f'~~p;;.--:I"~:F"'jL~+ Spec, .: I a,o Plan _..._~__._ c_;, E~tracl I I "I .-J II '--~Ic<- !"r[:{ 'I i I-~k If'\. ---~ M,;;";';lh"O)QUD i Fi~td 015L lflb ~::::::::~::~<~I~\J" ~',i-1\l6 , ---.....: ~,,_ _,._,.h_'___'___ Dr)' . \\'ttt-...t:;OIY Gramsllbs, Romoved by Olslricllab: "._._ Remarks: :::"""~Lt DO. T rl~~.~r'~~;':(xlw" . -i I f r .) Proip(~' tnuifWcr .. tt..~:,C1:--[~'~,,_/(/t?'f~~}7"!-'.. l> 1~_J!J.'__ Phono: (~) (:?:((), ::t:;~-2,_~~.~:~~~:~,,::~<,:)~::~._____._..~ "501"( ..:' 7 (e '7 cCt, V ....-------.- \';hllnCOl'vw,'hSllmplo "lllk'wCepVrorPfoj,Fllos ;,At?t.\ 0<) lab. NO.~2 TEST OF Type II - IATERPROCF OVERLAV GlASS SPff:RES (Glass Beads) Percent by weight passing U. S. no. 20 ,00 100 Percent by weight passing U. S. no. 30 lit 90-100 Percent by weight passing U. S. no. SO 2\f- 10-35 Percent by weight passing U. S. no. 70 5' 0-15 Percent by weight passing U. S. no. 100 0-'1 O-S Hoisture Resistance Test: .{.; II'J Haterial A/c: r .s;.~;,;..:r:;.cr~V / < ~ HIt ;, Ot /. lallOr COOes :-,)", T 4-31 ,- 'tit' A. J. PETERS MATERIALS ENGINEHl JMf ;j~ ..../ ,.., e " u.. <0 0 <0 ...;/ .... g 0 >- ~ 5 l/l W .:; '" !l. [ W 0: '" Q rJ ;:: W :>: ~ I " .0 >- <XI '" '" rrj , en .... W "I '" " >- "I <0 l/l UJ I <0 ~ -0 "I 1 cl =:"1 ...; lXI '" 0 <5 =:: =:: w i "I =:: '" '" '" G U '" <XI '" '" W ;;; :;: 0 W .., C;; X >- 0 = i '" 0: W '" S C !l. >- '" c' 0 0 z: ... ... i= " fIl a) S ..., ... <= UJm III foe ",' " "I " "I z: :> '" =: .;.. 0 "I ... UJ :! rt Q foe a) " H :;: 1D 0.. UJ <: l/l St '" 0 .:; 'rl -;;; " tJ " " ~ fIl ... 0'. " 0 ..., ... l1> <: '" <: H Q .... :> .>( .... '" tJ ..., W P. 0 " :>: .-; " >- " '0 .... '" tJ '" .-; ~ <!; :: CJ > >- .~. l5 ~ .... w .... U U U '" :s w ;:: w ~ ~ -' g u E: Itt~' . ~ "" !l. . U"I ~:ZO '" , , , , , Ow U-o: Il-I~ '; ... " '" aI "I C:Z-gO ui ..: ui ..: WW "" '" " !l. U !l. en aI en en en ai' 3"" ::;:0: <XI -w W 1->- a: . , , , , S:tn@;:i :::lW .~ ~ !i '" <>.' ~ .,; -' >U , , , : , ' "'... ,.., c... ...; I >- 1>-'" "'Z- " ... '" 0 aI aI ~t5~ .,; ..: .,; ..: ..: ui >..: U"I >-u..> \0 '; U"I " 0 <XI - .", ~ ...; ...; N "''''c 0 ...; ZU ,.., ,.., ,..,. ,..,. ,..,. ,.., Lt.' ...; ...; .-; .-; ..... ...; c.... '" . ... ~ N .... ... '" -'''' 0 N ~ 0 wc:J>- 0 ,.., --JW ... ..,. ... ... ..,. ... 'u.. ~ ...; ...; ...; .-; ...; ...; W :>- .-; al '" . , , . - . , , :5"'0 o=:: p. '" ... ...; " '" ...; .0 '0 <: " '0 " 0 .0 .... .... ...; Ul ..... +l '0 " '0 ...; 0 '" <1 '0 '0 '0 tJ 0 .... I .... 'tl I- '" tIl " " ..... ~ fIl ,'0 " ... I , '" I " ~ I '" '0 '0 '0 <: III III III 'tl 'rl ~ 0 .>( 0 III I>: tJ I>: 0 ... 0 <>: 0 3 " .-; 3 .-; '0 >< " tJ '" 1\1 tJ '" .-; '" '0 :: III <Xl '0 Ei <= " '0 .... 0 '0 .... .>( 'rl .0 '" .-; .0 1\1 :t u H 0 CJ 0 ,,; ~ ~ Ul... W CIl <1 : , , , , "'_8 I .... 1..../ "II ,..,1 .../ <01 "'/ I I I I '" '::!~ '" '" '" ~ W c: DAIL Y REPORT OF ASPHAL T PLANTaRA TIONS . WASHINGTON STATE OEPARTMENT OF TRANSPORTATION District '.' SR Section \~ ~ 'l\ ~> ,~_,' 'l..... ~", PLANT \ 0 F"'" ) i Dote -.. \,~ t;, ( " Class Mix Drum 0 Manufacturer .. '('II '. \. \"\ \ t. \ ". i.._~ \"\ ,'\1\\ t~L:.' Contract No. \:~1 R.porl No. C\ Capacity \ l \ i' i,) Botch 00 Continuous 0 MIX COMPOSITION Bin I 4 3 2 1 ~oo(TotoJMix_ ~ ~ ('\":";.,,-, WI. Lb.. ....... _ ~ >~t) '\':;:0 Filler A.pholt Totol is. ~ 100% TOlol Botch Wt. or Lb../R.v. --'- .:; ~U \ O,()\.ltl Particle CoallnA \ l) () % (WSDOTTcst 714) "Indicate Method - Extraction or Quick Wash With or Without Vacuum Extraction Hot 0' Cold Bin Analy.l. Scr..ein #1 Scr..~in #2 Scr..~in #3 Sin % Paning Slu "Paulng Slu % Paning Average % Blending Sand lncluded-----.,; Te.t 1 , 1 . 2 3 4 5 . (~~ IS Time........... ~ _ _ __ T M. 'F "1,)1.) emp. IX " tErs---- Temp.A.p,.'F ~ _ _ _ _ M.thod........ ~ _ _ __ ?~ Job Froe. Design Std. Spoc.. CI.'~' CI."B" -------- I':....... _ _ _ _ '--- _ __ 5IB':..;,\'Y" _ __ _ _ _ \01.'\ 1/2':.... \l,):)______~ 3/B':.... <;< '1 _ _ _ _ _ <':13, 11\ 1/4::....-1 \) ~ _ _ _ ---. '\4 ., (j 110........'J,(\ -----:\,\ 'h> 140........ --.:2 _ _ _ _ _ ... 7,.1 IBO........~______ .--3........ #200........ ~_ _ _ _ _ '.';:..(;, %Asph........ ~_____::;,:, Sand/Silt Ratio... ~"_ _ _ __ ro Moisture........ i. _ _ _ __ 100 90- 1 00 75- 90 55- 75 32- 4B. 11- 24 6- 15 3- 7 4.0- 7.5 5.5.10.5 ASPHALT PERCENTAGES Original Design ":;3 ~o Ordered ~~, ~ ~o Calculated from ProduClio"~ % By Extraction Test >';!O Mix sample $ent to Lob todoy represents Our complete analysis is shown by Test Ii AGGREGATE WASTED Bin No. Tons PRODUCTION . Plant Started '1 ~ l....~ A.M. Plant S10PP"~ ,,'~' :":?, P.M. Air Temp. ..::!l.L A.M.~ P.M. ;~~3 3 i ~,'~'\. , Tons Total Production Weather .- '....,.1 \)"-, NOTES: r\ .:0," l"\~\, \ \",1",\','\ ... \ ~""'''- . \." \ 1 \> ",t',I, Slltwd, 1r1"l\('d<>l .I " , ,,'. . , . ......:. ..".i, ' ..', '. '., .' ',.. .,.., ,.".> ," ,''., ',' .'..'."..',"'.". . .'" ,'." . "",. '.','.:' ': ..': ..' "', '. ,'. .:. :",. . " . ' .: "" ':'. . " " ,," ,:. '. :,.,' ,.' ,.' ',"" '... ':: ....' " . "."'.",. "<, .,' ,:' ':. ,,' ", " :,.",'.' ",...',, .',...' .,.,'.',':,"" ',:< '.: :'.c'.""'''' ".' ", ',',,' ,.' , ,,'" ,,' , .',',:' '" " ,," , , ," , . :." .', " :. ' , . '.: :.. ".' :', ,,':' :',' '.', '. ,'," , ,. "', ':., " ..' ":: ',"".', , '. "", DAIL Y REPORT OF ASPHAL T PLANT eRA nONS SR Section ). \ \>~, \) l-.-i' \L\\ ''''''~'. \':. ,-" . \ <:\:..: ",' Dote ~ ,'" 'c_. ,._, '. " 1'\. ~ .. : , . WASHINGTON STATE DEPARTMENT OF TRANSPO RTATION District___ ';' \\\,...~ ()~Controct No. PLANT Batch Q Continuous 0 MIX COMPOSITION Manufacturer .. ''', ,. () /"<, \ ': 1 Class Mix Report No. I TV', \" Capacity I" II ..) '., Fill.r A.pholt Totol __",,'~ 100% TOlol Botch Wt. or Lb,./R.v. _ \.:~') D tiJ.()'~C~ Particle Coatin~ t {) OJ) ~o (WSDOT Test 114) ~Indicote Method - Extraction or Quick Wash With or Without Vacuum Extraction Hot or Cold Bin Analysis Scree~ln #1 Scr..~ln #2 S~r..~ln ;;3 Slu % Paulng Size % Passing Size % Paning Drum 0 Bin I 4 3 2 1 ~oof Total Mix_ 2.";'_.'" ~\ ':\':~,L,\.) Wt, Lb.. ....... _ 2.2J1~ 'in\') '\,.;~ l\ Average ~ Blending Sand Included_ MIX ANALYSIS T..t 1 1 2 3 4 5 Tim............ >:\.'>,')_ _ _ _ Tem'p, Mi)(oFoo_ ~;f70 _ _ _ _ T.mp.A,rJ,.'F ';l,IS ____ M.thod........ ~'_ _ __ % Job Frae. Design % Passing 11/4",., _ _ _ _ _ _ _ ---.:- 1':..;.... _ _ _ _ _ -----' __ 5/8':.... t ,,\,) _ _ _ _ _ _ ..l.0.6- 1/2':.... ~_ _ _ _ _~~ 3/8':.;.. I~" _ _ _ _ _ ~ ..B.:1 1/4':....'..:)..:;.._____~~ 110........ 4.; _____ ~ .. .. 140........~_____ ~ 180 ........ ~ _ _ _ _ _ --"1- 1200........-1-_____ ~ ~Asph........ :.~.'.':- _____ ..=:) Sond,silt Rotio". ,-':L...- _ _ _ __ ~Moisture ........ ....:.....l-- _ _ _ __ ASPHAL T PERCENTAGES Original Design Ordered AGGREGA TE WASTED ., -. I Bin No. Tons " '\ ~ " Calculated from Production~ % By Extraction Test ~ ~o Mix sample sent to Lob today represents Out complete analysis is shown by Test , "I'" t ,~~ Ii) '1' Tons Total Production Weather NOTES: r:\ ) i" \.\ \\ 1..' IIi.. ''', \ " , 1 S,~I\<.d,'ln.llC':fIM DOT ::~7.:~',~~ - - - Std. Spoc.. CI.':"':" CI. "B" Ci."G" - i - - 100 - 90-100 100 - 75- 90 97-100 - 55- 75 60- 88 - 32- 48. 32- 53 - 11- 24 11- 24 - 6- 15 6- 15 - 3- 7 3- 7 - 4.0- 7.5 4.0-7.5 S.5.1O.5 5.S.10.5 PRODUCTION Plant Storted l' ":', A.M. Piont Stopped \:. .: '/ P.M. Ai, Temp. ---+--7 A.M.* P,M. li){ VI j:'i:.:~l:,l 1l11IC "," '':'. ", ". ",' ,,'c.,., ",', '.; ",' ",.,.,..,',. '," :", :,,' ',,' " ' : ,,",'<' . .,,',:':,,, . ..' ',' ",',.: .. ", ' ,,',' '::,; 'C,,'::' ',.;' ': ".: '> ,,"",': ". ,',..,',' '" ".,.' .'::,,'. " "':,.: .;, ,"", ,,' "., " , ; ,'.', .. '. , ;' , " . ',:' ',,: ..,... ,.,' ....,.. .', <...'.' """,' .' .... \". ;;t~t;:,:~ ><):;:'; '.' · . ':;;::. ':. :" , , {" ," , .; : ,;:"~', .i', , . . , ' , ,.,:. "'i .', >",> > , "';', ", ' " ,"', .. '," :~\ "i, ", ",' "', ' ,',,',' "", ", '. ,:' " .: " " ',"",."',',,, ",."'. """'" '.'," ,'>."'.:' ',; ',',", , ','"., <, "',"', "",' "', ", , .:"" " , , , " ,"." ,'" > ",' " " ',,~,' , '. , .', :'" , :'" " ", ,,/, ,"'" ,', ,'"", ",< " ' , ." ". ,,', ,.,"", "",' " " ' , ....", ,:',.' ;",' H ,'., .,..,"..,'".,." ',.', ,'.',: " , " ',' " '," ",. " , " , " ":, , ",' , ' : " " .', ., " " :> " > ,<',' ",' ' > .,." ',' ,">' " ,'~~. .' ,; "",,,.' ~,~ ~ 'WASHINGTON STATE " ,rnWI'DEPARTMENT OF TRANSPORT~"ON ,lit 61793 REQUEST I} /"PPROVAL OF MATERIAL SOURCES SEE REVERSE FOR INSTRUCTIONS Cont. No. CRO 582 FA No. Dale January 30. 1987 CltyICounlyorS.R.No. Hadlock Intersection Section e,. Itam No. DESCRIPTION OF MATERIAL SOURCES OF SUPPLY Loul Supplier Manufacture,', Brand or Pit No. Appronl Action' ". 35 Asphalt Conc.CI. 8 Drlvel/ay Tap~rs Ace Paving Co., Inc. Pit 1-82 1st Choice: U.S. Oil & Refining Co. 2nd Choice: Chevron l SA ~ .Ri chmond Beach ,~~. Asphalt Cone. Pavement CI. B !~7, Asphalt Cone. Sidewalk Curb, Ra{llp :, '44: PermBnent Signing4x 4 Wood Posts ~";J:~7. 11 -,. Wycoff Co. Hycoff Co. ~ "j tl# Contractor: /-' ,SU,bm~lltedbY: /' "0 ~ Ace P'vlng Co Inc J.{ v/,.Q' , _1 /' ;? ,:~ o .,. v I..M , ~.-(_.. U(, "."....i., q.." -r-' 1 . :If' I, .~":I""",., ,~.. ,{"....-- ,h~\lereViewed811Items~boveforcon'ormanc . PIOfKli""l_ to contract specifications and requirements and (.-) recommend approval as these Items conform thereto ( ) do not concur (Attach commenls). ANY I1CMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED, ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED, DEPARTMENT OF TRANSPORTAnON MATERIALS LABORATORV USI! ONLY . Sourc.. ollupply lot In Ileml en-ekld t/l In Ipprovl' column Irl Ipproved lot u'e on thl IbovllmprovlmPl provldld Ih' mlllrllll dellvlrld complv wllh l!l'p.elllelllonl. Action on Ilemllrldlealed bV IN/mblt' In Ihl Ipprovll column illdlnUlled pll lhl following Codl: 1, Sourel Approvld. AppI'ovlllor Chlngl 01 Source mUll bl lIeured Irom Ihl HlldQulrtell MIlIrl111 Englnllr'plr Chlpllr 3'1.7 ollhe ConltNellon Mlnull. t. ApprovII withheld; lubmlt Ilmple"or prellmlnlr'f IVllulllon, S. ApprOVII withlllld; lubmlt btlnd "IIM, "Iml 01 mlnullcluflr, or lfllllng pllnl. 4. ApprovII ..nhhlkt, tulb,,", Trlnlpor1l11otl Oeplttmlnl pll numb.' (11 knownl Ind legll delellpllon. a. Appronlwltllhekl;pIt1l11 lubmll ellllogcul. Ind/Of .hop drlwlng.. e. App'ovllwtl/'lhlld, 7, Sourcl Approved: AceepllfICe 01 MI"tIlll lot protect UII 1. 10 be ~ondlllonll upon cettlllclllon 01 Illhll 100 perclnt Amlrlcen "'Inullcture 01 Idlntlllclllon 01 lorel"n "'11Wl,c1url Ind 1M1.".1. COil """hln lhl permllllbll 11nI1t1 101 Ihl prOjlcl (s.. Splclll PIOVIIIOftI). a, ., MIII,FIIL-X...- Ottl_Admln_ RlYilwldbv GeftlFIlI--L- WIII.E/tOI' Ptlonl"lO. ProtErlor S.lltlltnapOttlc:e -L- Projlct Englnl" wlll,ubmll conllolllmpl.' 01 mllelllll ., COVlfld In ContltucUon Mlnu,I, ehlpler 9. MIlerllt.Englneer Dill /~. r,A /?;;;O? 81 ,A.~.."l.,,;.,_~.l;t':;'(..... ,:',)5/ DOT ~O:f~C)~ .u. OISTRIBVTI()t.f WHtTE -H..dl;',.,'II', MIlltlalt Lib PIN1<-DIIltlct AdlnlnltlrelOl' CANARy -Conll,c1or GOlDENROD-Protect Englnl" '> " "..' . . III. ' '" <'" ... '''',,'' '.',' , ""',' ,:;, ",,;, ,', ' '.".,. .,,' .',.. ' ," ,.'.. . '~. ,. . .. "'..., , , , ' ',.>, ,,,,,,' '" '., " " ''.c :,C' '" ..,:',.... " ' " ',... ',' ,. ..,' , ' ' ..',,' ... .:',' , , ' , .' '., " .:,\.' ,: \',', "," ',,' '.. ,,,' " :" , , " ',,': ,> , ,"," , .'..,. " ",,' ",,,, " " ';" '.. , '.' " .. ," '. " :' ,'" , ' , , ' /; ;"" " 'i' , " ' "":""', " " " " , ': , " ," .',,': ",,',' ,,' '" ' " ";' ,,' ,',,' , :,,' '''''''', ":,' ",""", " i, ' ',", " , ' , ' " '.', : ,', ',,' " ,,'. ,." , ,', ': ,'" ",' , ' : ",' ., ',', ',' , , "" , .: , ,,' ",' , ," " , ' ,', c.' ' , " '," ',:' , ','" ',' '", ,',,' ,.",":' ,,",': ' , ,'", ',,"" /, ,',' ,'; , ' '" " ,,' ",' ,', ,', , " .,:. . .:. .' >, ';' ~'. "~... " ,,';' ,"" DAILY R,EPORT OF ASpHALT PLMlTARATlONS SR [4 \ "\) L(}<\ '" Dot. ," '" Closs Mix Section PLANT Satch Q Continuous D MIX COMPOSITION Bin 1 4 3 2 I %'ofToto(Mix_ 2d ~'~,~" WI. Lbs. ....... _' ',' ':.. '~, ~> /() ""'..) " -,,'I Drum 0 Manufacturer n , '~ " ,:: . WASHINGTON STATE DEPARTMENT OF TRANSPORTATION District , ,,,\" '-" Contract No. Report No. "\ Capacity t \. " " Fill.r A'pho" "l ..~, Totaf 100% ~,~'i '''Averoge,% Blending Sand lncluded_ Totol Botch WI. or Lbs./Rev. _ l:~>:,\,.'t, t ,,)',1, % Polrtlcle Coal In!: (WSDOTTcst 714) MIX 'ANAL YSIS *Indicate Method _. Extro'clion or Quick Wash With or Without Vacuum Extroction Hol or Cold Bin Anolysls Scr..:in #1 Scr.e~ln #~ " Scre.~ln #3. Slu " % Paning SIlO % Paulng Size % Paning Test' # .'Time.'.';.'..;.';.. ~:~ ~ -- Temp. Mix of.. , ~~l'\~')----:...- _ __ T.mp.A'!i>.'F .; \ Y, _ - - - M.thod':...... \It: ____ % Job Froe.' Design ~o,Pa55ij,g"11/4".~"~ _ _ _ - - -- 1':.......________ 5/8':...., .1.i:0. _ - - - - - \ ;'" ~;~:~;::: J:~\ - '" = " = ,'~~.'; 1/4':.;,. ~ _,-'---- - - - ---'-- ~ #10........~_____ ,,';>>>;\ ,,'''\.~J 140........,...L.L _ _ - - - - /80........b.._____ ~ 1200........ ..L....:2 _ _ - - - ~ %Asph........~----- ..;:}~ Sond,silt Ratio...~' - - - - - ro Moist'ure ........ -1- - - - -- ASPHAL T PERCENTAGES Original Design~L ~ Ordered ' . % Cal~ulated from Procluction~ % By Extraction Test ,'''' 1 ro Mix sompl,e sent to Lob todoy represents Our complete analysis is shown by Test # AGGREGA TE WASTED Bin Ho. Tons ~ ':):> Tons Total Production Weather NOTES: A"~ 1\ 1 t ) ,'.. i,', SIJ:nrd.ln.f'l..t.'hH DOT ::~~.:~2J~~ Std. SpotS. CI. .:......:' CI,"B" CI."G" - - - 100 - 90- 1 00 100 - 75- 90 97-100 - 5S- 75 60- 88 - 32 - 48, 32- 53 - 11- 24 11- 24 - 6- 15 6- 15 - 3- 7 3- 7 - 4.0- 7.5 4.0- 7.5 5.5.10.5 5.5.10.5 PRODUCTION Plant Storted ;~\,' ') S A'M ' Plont Stopped i f. P:M: Air T.mp. ~A.M.~ P.M. } ~ i j I.f.' I,).. ',: '... ':,h.,~... ';')\ OllIe /':: ,";-: , " " """""., .,', "',,,. ,,', ' ' ." ' , ,,' ,':,' '/'.' ' '" ",' "" ~, ' : ,: " "/ " , .',. ,.", " ",,' ',: :', ': , ,...., (' ":':':', ",\, ' ' ,: '",' " :", ' ,', ",'''' ,:' " ':.' ',,', " , ,: ",.". ,".. ': "::':?>~~' " ::,'", , ",," , ' ,:' " ",' " ;,:(,' " " ," ,,":. , <', ," " ",,' ", , ':' "::' ;:,' "",',:" , .', ' , , " ' " " '".: , I':' .."'"',, ,," ,,'<.' '"',,,"" '^' ., , " , : ,,' " """" :. ,,',,' " ';" ,'<' ,:,', .', ':", " "..,.,' ,: ,'" " ,', , ~ . ,': :"',.. ': ' , " " " , .',' . . ' ," "", ' .. ' '.,' ' ' , ..' ,'.: .. . , ',' '. ,,' , " ',' ":" ' . , . .,' ,.:,""', ."".' " '. ' .." ",',",; ", .. .' ';..'..."".. ...".",,,,,,.,,,'{'. . ,"><" '." ,. , ''', " ,', ... ':'." , , .' .:' DAILY REPORT OF ASPHAL T PLANT"ERATIONS SR Seclion 1-\ \~'\\) LO\.. h i".\\ :~ ;,.,". Date ..".">5 V\.~L t:~, \.~ Closs Mix Manufacturer.. ,~". \ \~ \ ). PLANT Bolch G Continuous D MIX COMPOSITION Bin I 4 3 2 1 ~Q of Total Mix_ 't~", 2"~1'~ I.~'~.. t WI. Lbs. ....... _ i.< I, :.:,,~\J '0\5,.> Drum D ~" .~. . WASHINGTON STATE DEPARTMENT OF TRANSPORTATION District , r' \( .. . \' \ \;...:. ~;a... Contract No. \) Report No. \ Capacity \ .~- , \:.":() t ~'\ Filler Asphalt _ S.'3. Totol Botch WI. or Lbs./Rev. _ 5~lJ I 0\1 r. Total 100r. I ":'i Ill,) Average ro Blending Sand Included_ (~~1~1~~~~;~~14) MIX ANAL YSIS *Indicote Method - Extraction or Quick Wash With or Without Vacuum Extraction Hot or Cold Bin Analysis ~ Scree~ln #1 Scree~ln #2 Scr..~ln #3 Sin % Passing Size % Pauing Size' % Poulng Test 1 1 2 3 4 5 Time........... "1,';,)_ _ _ _ Temp.Mix'F.. '31.)5_ _ __ Temp.Asfh.'f :s\:,____ Method........ ~ _ _ __ ~~ Job Frae. Des Ig" % Passing 1,1/4".. _ _ _ _ _ _ _ _ 1':.......'_,_______ 5/8.;.... ICO______ \,'),'1 1/2':....' ~ _ -'-- _ -'-- _ _ '\ v, ~.. ',. C}'1 3/8.:.... i!:t - - - - - --L- ~ 1/4.:.... SJJC.... _ _ _ _ _ ~ --1.:2 110........ 3..l______ .:iJ l_\~ 140...........l.::L._____ ~ '80........ J.iL _ _ _ _ _ 3.... r.q S,i"... 1200........ T- - - -- % Asph,........ .::....:_____ ~)~ Sand/Silt Ratio... ~ _ _ _ __ ~Moisture..<...... ~ _ _ _ __ ASPHAL T PERCENTAGES Original Design :~ ~ '3 og Ordered :.): . j ~ Calculated from Production~ ~ By EliCtraction Test ~-". \ ~ MiliC sample sent to Lab today represents Out complete analysis is shown by Test n AGGREGATE WASTED Bin Ho. Tons Std. Spocs. CI. .:....:,. CI. "B" CI. "Goo - - - 100 - 90-100 100 - 75- 90 97-100 - 55- 75 60- 88 - 32- 48. 32.;. 53 - 11- 24 11- 24 - 6- 15 6- 15 - 3- 7 3- 7 - 4.0- 7.5 4.0- 7.5 5.5.10.5 S.5.10.S PRODUCTION,. # Plant S.arted-.Si.,.) A.M. Plant Stopped. ) ~ b P.M. Air Temp. ~A.M. ;:;~ P.M. ...,;.." '.1 \"L;i;;; Tons Toto\ Production I Weothe: ---.::...- t n d I h I ,...,.....",.,.',..-.'.'..,.',..,'.".,',',' , " , ,.,.'.'. ": .', ... " .' ,...' ,'.' ",: '," ", : .,' '.,.,.." ,'," ',., , .,:,' " ,',' : ", . :'. ". ", " ',,'. :>,". " ,',' ,: .,,' ' , '. ',' ' ", ", ". ': ' .,., ", ',', ..', . . ""," .", . ,: ,.,..,., ",' , '...' , ','" '., "':... "",:,, ,',', ',,", ',''' . '..., '.. ,"':', ',0,:' '.:,:" , ,,. '''', '..,,' '..., ': ,',," ." '" ' > , .. .' :', ,',", <,c' ..:' " "...", '. ,.,:'. ", NOTES: ~\ ~>p\ ~ Ii ~ I II " l ~.. '\ L j 11 j . . J. . . \) "/ -, Slrnr,J',ln..p.'1l>r OOT::~:~~23~~ " .' " " '".. B.",{:) " ;z,,, 0........"6\,. ObIt .,.. . , " : " . , '" . . General Testing Laboratories, I,ne. 18970 3rd Avenue Northeast. P.O. Box 1586. Poulsbo, Washington 98370 . (206) 779-9196 2601 70th Avenue West. Suile L . Tacoma, Washington 98466 . (206) 272-6880 Mtlhlurl'.DI'IISity nt'laliulls ur Suils Repurt C;liI'nl ACE PAVING Pru;<,.t HADLOCK ROAD REPAIR CUlltr.tlllr ACE PAVING nale Silllll'l.." 11-25-86 0.1< T<sle,1 12-1-86 . Report Nil. 2 Project No. B-6248-54 Test No. 86129 Oult R<ported 12-2-86 Fie'" nala: Source of Mal,'ri.l. ON SITE IN SITU LocaliulI S.mpled ON SITE IN SITU CHIMACUM/OAK BAY INTERSECTION Area Ht'(lrfSt'l1fillJ.: FILL Dept. ur Eh'utiun Silluplt. TalwlI Vertical Limits M....OrrWI. Fi,ld D", 0... Rtd in Fill c;e Dtnsil~' II1r.en_U.r IIrlC'f rill wu rl..rt,l 50;1, Tn,. & CuI" BROWN GRAVELLY MEDIUM TO COARSE SAND T... Sp<ci/i"lio.,'_ ASTM D-1557 Ort. Mni.1 Field ~ltli'l or, I MOISTURE % OF DRY WEIGHT I , ,I I !;: :) f U , 0: J ... .. '3[ '" co ...; f- 3 125 '" i:l 120 I 1 I 2 4 6 8 10 LABORATORY, Mn. Density Dry 128.1 Lbs.:Cu.Ff. Opt. Moisture 7. 0 ~ Dry D..... (Mi.. r"r ~ C'''''p.) --12l...l.-I.L../Cu.F.. FIELD VALUES, ,:", Cylinder 6 0' Ilammrr 10 Lb,. Dr... 18 5 luC'f' 56 BI,,,,.,tu)'rn TtlOed by JOHN H4RT CERTIFIED BY: LAB HANMER Jo General Testing taboratories, Inc. . 18970 3,d Avenue Northeast. P.O. Box 1586. Poulsbo, Washington 98370 . (206) 779-9196 2601 70th Avenue Wesl. Suite L · Tacoma, Washington 98466 . (206) 272-6880 MuhtIlH'.Dl'mity. nt'lillllllI~ tlf SuUs Repurt <:/i,'nt ACE PAVING Pmje"l HADLOCK ROAD REPAIR CIIllln"'lu, ACE PAVING Dale Sa"'pl,'<I 11-20-86 Daft' Testt',1 11-?4_Rh . Rcpo,t Nil. I Project No. R-h?4R-% Test No. 86128 nal,' neporled 11-2';-86 Fiel<l D'lla: Source of Mall'rial. ON SITF NATIVF Localillll Sampled VARIOUS ON SITE LOCATIONS Area Ht'prt"st'nthl!.: Dept. ur EI,'\atiulI S;unplt' Tothll Verlical Limits Mu. Dr)' WI. Fi.ld Dry Den. Rock In Fill 0('1. Mni., FM:ld~IIIN '1'0 I MOISTURE '1'0 OF DR Y WEIGHT I 150 ---- t: :::l I U 0: ... .. '" ~ I- j "' ~ 130 I I 2 4 6 8 10 LABORATORY, Mn. ~nsiry Ol~' 142.5 Ope. Moinure 7 . 0 DryIHn., CAlin. rll' ~ Cumr.) lI.../Cu.F,. '1'0 ~1.1n./C..Fr. FJELD VALUES. ':'. ~ Densir". 1I1cn_U.r .rll'f fill WIS rl.rtll Soil, Tn.. & <:.I.. BROWN VERY GRAVFLI.Y MEDTlIM SAND T... Spocilklll.n. ASTM 0-1557 Cylinder De.ps 6 18 " I lammI" 10 5 lbo. TnlOd by THOMAS WIl.SON 56 81"",,1 La)'tft lnef. CERTIFIED BY: LAB MANAr,ER (' f'i General . Testing Laboratories, Inc. . 18970 3rd Avenue Northeast. P.O. 80x 1586 . Poulsbo, Washington 98370 . (206) 779-9196 2601 70th Avenue West, Sulle L . Tacoma, Washington 98466 . (206) 272-6880 Mllbhlrl'-Dt'IISity nt'latlulls ur Suils Repurt ACE PAVING HADLOCK ROAD REPAIR ACE PAVING 11-20-86 CIi,'nt Prujt'l't CUlllnu:lllr Dall! SilIllplt'd Oat... Tt'slt',1 FI.ld Data: Stluree uf Mat,'rlal. ON ~TTE NATIVE Loc'atitln Sampled VARIOUS ON SITE LOCATIONS Area Ht"prt'st'ntill~ Dept. ur EI,onllion Sollnpll' Taira-II LABORATORY: Mad"n.lry Dr~' 142.5 Lb'.leu,F.. Opl. Moisture 7 . 0 ~ Dry 0..... (Min. fu, ~ ('...p,) ill:.i-I.L.,/Cu,F,. FIELD V,ILUES, M.x. Or)' Wt. Field Dry Den. Rock In Fill 0(11. Moi.t Fic:ld M"i~, ~ lknlil)' 'Iken -Oar .'IU fill WIS fllolrc,l Soil: Tl'I" & CuI., BROWN VERV GRAVEl LV MEDTlIM SAND T.., Spocili"d.n. ASTH 0-1557 Cylinder 0..", 6 18 ., Ibmmcr 10 5 56 BIIM'to!U)'ffl T....d by THOMAS WILSON CERTIFIED BY: 11-?4-Afi , Rc!'urt No. J P . t N A-fi?4A-~4 rOJee o. 86128 Test No. O.t. ncported 11-2i-Bfi Vertic. I Limits '" I MOISTUHE '" OF DRY WEIGHT I 150 t :l U I '" lU .. VI ~ I- G "' ~ 130 , I 2 4 6 8 10 'l'. Lbo, La,"c" LAB MANAGER , A . .. General Testing Lahoratories, Inc. 18970 3rd Avcllw.' NE, P.O. Box 1;86, Poulsbo, Washin!.:ron 98370 The HART Company CONCRETE TEST REPORT CLIENT ACE PAVING PROJECT HADLOCK ROAD REPAIR CONTRACTOR ACE PAVING CONCRETE SUPPLIER FRED HILL MATERIALS DATE CONCRETE SAMPLED 12-4-86 INSPECTOR THOMAS WILSON LOCATION OF CONCRETE PLACEMENT CURB & GUTIER OAK BAY & CHIMACUM ROADS REPORT NO. 8 NO. B-6248-54 LOCATION SAMPLED NO. YARDS PLACED MIX DATA: CEMENT 6 ADMIXTURES TRUCK CHUTE 16 TRUCK SAMPLED TIME SAMPLED 10:00 SK. TYPE II MAX. SIZE AGGREGATE AMOUNT 3/4" SLUMP I i" REQUIRED SLUMP WEATHER AIR CONTENT REQUIRED AIR CONCRETE TEMP. 660F AIR TEMP. 450F REQUIRED 28 DA Y STR ENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DATE TESTED AGE UNIT LOAD P.S.!. 8-A 86-12-4719 12-11-86 7 4670 8-B ~3Q.. 12-11-86 7 4600 8-C 86-12-4721 1-2-87 28 4920 ~-- 86-12-4722 1-2-87 .lL 4860 CERTIFIED BY: Ut2d,- /' LAB MANAGER GENERAL TESTING LABORATORIES A . . The HART Company General Testing Laboratories, Inc. 18970 lrd AvenuL' NEt P.O. AllX 1;86, rllul~bn. W;lshinl.:ttlll 9HHO CONCRETE TEST REPORT CLIENT ACE PAVING PROJECT HADLOCK ROAD REPAIR CONTRACTOR ACE PAVING CONCRETE SUPPLIER FRED HILL MATERIALS OAT'E CONCRETE SAMPLED 12-1-86 INSPECTOR THOMAS WILSON LOCATION OF CONCRETE PLACEMENT CURB & SIDEWALK ALONG OAK BAY ROAD WEST OF THE OAK BAY CHIMACUM ROAD INTERSECTION; SOUTH SIDE OF OAK BAY FROM INTERSECTION 0+00 to 0+75; NORTH TRUCK CHUTE SIDe or OAK BAY HOM 0+50 to O+BO 16 TRUCK SAMPLED #55 REPORT NO. NO. 6 B-6248-54 LOCATION SAMPLED NO. YARDS PLACED MIX DATA: CEMENT ADMIXTURES TIME SAMPLED 12:45 P.M. 6! SK. TYPE NONE II MAX. SIZE AGGREGATE AMOUNT 3/4" SLUMP 2t" REOUIRED SLUMP WEATHER AIR CONTENT 3" max REOUIRED AIR PARTLY CLOUDY CONCRETE TEMP. 660F AIR TEMP. 560F REOUIRED 28 DAY STRENGTH 3000 PSI COMPRESSIVE STRENGTH TEST RESULTS CYL. NO. LAB. NO. DA TE TESTED AGE UNIT LOAD P.S.I. 6-A 86-12-4692 12-8-86 7 4000 6-B 86-12-4693 12-8-86 7 3940 6-C 86-12-4694 12-29-86 28 4950 6-D 86-12-4695 12-29-86 .1L 5250 --- -- CERTIFIED BY: Vr-R~;J~ / LAB MANAGER GENERAL TESTING LABORATORIES . . General Testing laboratories, I,ne. 18970 3rd Avenue Northeast. P.O. Box 1586. Poulsbo. Washington 98370 . (206) 779-9196 2601 70th Avenue West, Suile L . Tacoma, Washington 98466 . (206) 272-6880 MlIhlurf'.Dt,II.'iUy ne-'allilfIS rJ( Suils Report (;lil'nl_ ACE PAVING P"'hl HADLOCK ROAD REPAIR Cu"'",elllr ACE PAVING Dale S'''''I'II'e1 11-25-86 Dale Teste,1 12-1-86 . Report Nil. 2 Project No. B-6248-54 Tesl No. 86129 Dale Reporled 12-2-86 Fidel Oal.: Source of Mall'rial. ON SITE IN SITU Loeatill" Sampled ON SITE IN SITU CHIMACUM/OAK BAY INTERSECTION Are. Ht'prest."ti,,~ ~. FILL Dept. ur ElnatjulI S.IInpll' Tala'lI Vertical Limits M... Or)' We. Field Dry Den. Rock in fill ';t Utnlhr IlIum_U.r 1I(ler fill WII rJoIrtl1 50;1, Tn,. & CuI., BROWN GRAVELLY MEDIUM TO COARSE SAND Tn. SpecifiCllion,' ASTM D-1557 Or.. MlIi., Fidd MII..t '1\ I MOISTURE % OF DR Y WEIGHT I ...L t: B ...L '" ~ l130 '" ~ f- :t 125 ~ '" 'l 120 ...L 12 4 6 8 10 LABORATORY, Mu. l>cnslry Df~' 128.1 LIn./CLI.Ft. Ope. Muiuure 7. 0 ~ D", 0.".. CM;n. (<or --25....,:> C'''r.) -12.L.LI.L../C..F.. FIELD V,ILUES, ~. C).1;nokr Dropo 6 18 "Ibmmu 10 5 L"'. 56 l."cu Tn," b,. IOHN HART BII1"',/u)'rn CERTIFIED BY: LAB MANAr.ER ~I ~ II-< 0 .. j '" .., 0 ~ 0) lJl J>: 100 '" aHO H -'" cp~ Ol '" ........ ....'" tOG' 00 ~~ . . 0<0 ....<0 "'... 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E-< t) c, ::1 ";Z x '" III IllQl ....1: I 0 OU li:'tl E-o I: Ul III <Ul . . General Testing laboratories, Inc. 18970 3rd Avenue Northeast. P.O. Box 1586. Poulsbo, Washington 98370 . (206) 779-9196 2601 701h Avenue Wesl. Suile L . Tacoma, Washington 98466 . (206) 272-68BO Mtlhturl'.Dt'lIsity Rdaliulls lIt Suils .Repurt (;lil'nt ~ AC~ PAVING Prllj.l'l AOLOCK kbAD RePAIR CIIlllruelllr ACE PAVING Oalo ~"IIIJ'II'e1 12-3-86 DatI! Teslt"fl Fiold Oala: Slluree of Mall'ri.t. COTTON PIT Loealillll S.ml'J.'d NORTH END OF COTTON PIT Area R.p....."lill~ HADLOCK ROAD FILL Dept. . or EI,'\utiulI S.unpll' TaL:t'lI LABORATORY: M... lkndry D,~' Opt. M"iuure 01')' Otn., (/\Iin. (UI ~ Cllmp,) 142.5 5.2 lb,./Cu.FI. ~ ~1.L../C..FI. AELD V,ILUES, Mon. Dr}' WI. Fidel Dry ~n. Rock in Fill r. [)enUI}' ,.ken -1.>., .rlCOf rill "".. pl~rell Son, Tn" & CuI., BROWN VERY GRAVELLY SAND Ore. Mlli,t Fic:ld ~I"i" Ten Sprcificl1ions ASTM D-1557 Cylinder Dro.. 6 1~ " Hammer 10 <; t.\'C,,, Blu",,/u)'C'1I 56 T....d b, THOMAS WILSON CERTIFIED BY: J R. Hart President 12-4-86 . Report Nil. 3 6 8 4 P. N B- 24 -5 rOjeet 0'8614 Test No. 7 B "oporlod ll-o- b Dutt' V.rHeal Limils 'Y. I MOISTURE 'Ilo OF DR Y WEIGHT I I -L t: 145 ::I -L lJ I a: -.1 ~ 1140 '" ~ I- ~ 135 ;;; ~ -'- 130 12 4 6 8 10 0::. Lbo. IJ\B MANMER . . General Testing laboratories, Ine. 18970 3rd Avenue Northeast. P.O. Box 1586 . PoulSbo, Washington 98370 . (206) 779-9196 2601 70lh Avenue Wesl, Suite L · Tacoma, Washing Ion 98466 . (206) 272-6880 ~luhhlrc'.Dl'mity Rt'lalillll!i (If Suils Repurt (;/ic'nt _ ACE; PAVING Pruj""l HA~LOCK kOAD REPAIR ClllllrUt'lllr ACE PAVING Dale Sallll'll'" 12-3-86 Dal. T..,.,I Field Oala: Suurce of Malt'rial. COTTON PIT LoeatiulI Snmpll'd __ NORTH END OF COTTON PIT Area Rt'l'r.Sl'nti,,~ = HADLOCK ROAD FILL Dept. ur Elnatiun Siunp1l' Tuk.'f1 LABORATORY: Mu. ~nlhy Off 142.5 Lb'.leu,FI. Opt, Muisll.ae S. 2 llo Dry I),n.. (~J;n. (", ~ ("."p.) ~I.LI,IC.,F,. FIELD V,ILUES; M... D~. WI. Fi.ld Dry o,n. Rod, in Fill ~ Dtnli1t' liken _U'Y Irlff Fill "'... J'IlolC'tll Soi" Tn" & Col., BROWN VERY GRAVFLLY SAND Ort. Mfli,' field ;\Iuj" Ten Sprcificuions' ASTM D-1557 CylinG., 0.01'1 6 1R " lIamm"f 10 0; L.~,l'f' BI."'",/u)'l'rI TOtted b" THOMAS WILSON 56 CERTIFIED BY, 12-4-86 . Report Nn. 3 4 Project No. B-6248-S Test No. 86147 Da'l' n.pOrlcd 1<-)-Bo V trlical Umit. '1\ I MOISTURE 'K. OF DRY WEIGHT i .1 I .11 Ii: 145 ::J u '" ~ 1140 vi ~ I !- ei 135 "' ~ 130 I 12 4 6 8 IO '); lbo. LAB MANAr.ER <! ~ .,. ..~=~ INSPECTOR'S DAILY REPORT II . Contract No. ~,,('I ",fl.? Highway _ Date 'LI~I~(.. Section (Title) f.1 MIl r(" 11.\',,""O~O:("llO/.{ Weather A. H. "'P'" ".w/AI'/ Book ---1--- Pag!). LZL- P. E. \-,,.,wor;'c ,J2S~"'lT Contractor's Representative(s) and Title Location and Type of Work 11-,)'(0/'; Day n~ II,jf'" 'I P. H. .\iJA/ilV 4'00 (i/.l1j:"1( IJ)",~r -[.;UPT INS';11UI/)fr (cI.J),=l. PIl)F: I~f./n CATn-l F'A,tffr <'111PilA-(J((. ((k'A< ,rri)n A/lnt-:'i)C , Number and Classification of Contractor's Hen and Equipment Status (In use and/or ~~~f~~NI::e~,,!~f maintj~~;~'~7,'If'cv~'.I~.~'~f' I "t~ ~lI:'i\\P^\r-I'rr r-:'1((:1> 1.11 tL t,\~r\f:lid Ih~ '~;-r:;,~)-~.":..:,~-,l""- . fJlf-' ,"~ L-C l.J,l..f/i, ,'" Ul(JC~t"i "jE-5"~fll\(~1 ~(;;~;:::~';~>: 7;; ~,~::;,.l~~_~J ~~.;,~I(~(:N~,)';'r_ p.1,' !r'o'lH"(' 111.VC~ \ ~ ~!/~I(~;I~~; ~, FiA4(,,(;(~S 1'" \~;,~l._ i'tdll."~ 2. LAI:;O.~tJ:.s Diary (Report of day's operations. orders given and received. discussions with con- tractor. visitors from Headquarters, District or FHWA, unusual conditions. recommend- ations and statement for monthly estimate) "71+": r;:,fJ;:.;J'kl/( C{ 1-'.;) J ;:)()<J'.~l'l\ <";,(,.""IA1.!(r nil ("Al( PA'I i<::i) (;,rlll"l'~ f-'/ y....\ '.n~r.,it,4jC T?[) (r~{"I;/"'- /..Cjl,N) ..::t'\;'" 7J~'r:Al-1 ?Ollr:'II'l(.~ A-+-\,/' (",.1', (;",1'''', r,J nk i7AC,UC. '11.','"1 rl'" cnen< <C, i.ire-rHI. -rii-f. DA"r; 'i~'h IOIUt:. r.t (':"'Nr.1~~1c. ThF (i~~~\ \ ((,;,h;'V (~'f) '-Il,le: F.,2-(:,"~l-\ (' r,r,V'tfl"'iT \,,"~ "p, li"jl( 4~,11'1 <;n,J'~I^) (,f :'I{ trY,Tl~f/-r"' IPjl <:~(:::l'V,'{:) 'i'l(k A!rJ,) .., "1;1 .}j (j - t~'(i ~;"4j:.'f\ ~.H nJ( \(\i;', (;if:: I" (i', P -'f1,. , C?-",- fro I ,P;: (",f)f.Jt (.. -7::' IH\lrJ ~~I,ff) Cl3 Ii (r- "'r' "~~j(T -T;-'t.'!l/~f:Y,V', wJ.~~cz. r'!,,; ~"17'~ c ,""'':: "\'^(tA'1~!F If' rdJy 'j "..\ I' rI,~ ,h.:'f:,I/Sl'~ AJ 1//1, t-:\'(,!/r. 10 ,Ii '<:'I(. (."Y.v'(:.~f)) ,-if) ,:;""'1 I. 1...-1)'f-;1_ (/o;::.. r'fj:i~ A~/(, fJ"7 N',!I tl,l I. ;~",""1'-t/if>_~. /irvp T-'I'_lt~7l "'7f) 7?-Irt.: "~{) r I:' J:i .At I~ I.' In If "'/,; .- . //, ",,_ ,'-..- ,I'"' j)({J)i/) I fr I J( Sltft!( (<i" (,P'7 N gr) ~. 'c,n Fi('.}) g,n f::N,( I; /.Ir;,I.,,:-r IfF,; 1//:;" 1")(1;' 'f;./~' .'ri Ffl/f, -:T,,\\ !;it II TV r. ((y, ((1') lIl" Pi')i{l;"l/;f~ ,j ,.-/.,(! 'U)(; ("i ?~j i~ :tl',l'i ,~~:;r lil l~(\r) H51(O~; (ri-il(l(' '..'iH~!/d (+ rCNf:tj!r (Fr\fr'rf~~ (7',(,: PC..t lJ [., L ~)."I r",.'-1ll1,\F.j ''1-i:)\t.Y l:i{''-:';" (,r: (ClUJ, j I ., ;J ~ Ct--J-('!( l , ,~., .. .,. ..=~ INSPECTOR'S DAILY REPORT . . Contract No. (1(if) SP.L__ Highway _ Date 11...\(~;~9C,. P.E. P,~;r."r\"; ,k"Sl:'ll-:'"" Book -L- Page 714-- Section (Title) Hi. I. "', v"" "r,,,,! Weather A, H, c' ,;0" I". w,- Z A, ,f Day r;, 1 ( <'\'1 P.H, ClO,)')"; .<1(0" Contractor's Representative(s) and Title ('.~,n, 'C';' -',"PT Location and Type 'of Work r:){~""'(:'I~"'_ (. ~(il-;;,''4 {-l'\:)'t~'!.- A{~PI"~\I"E<' IlJ;."'J'-r-r!U '( .....lrO.1\ <(\ It.,;, ?d;12 ANi-.., CA'l(H F',,c..RoIfl( re'~ Tir.!(-, or t""T'-{' ~..._ <:',f~l":-(' \:...!(~~ Number and Classification of Contractor's d~;~~~~~~~ [e~.1"aintena8~~~,{~;:.~~2 c.; f -:t, -;:;;o;~rri,.-~._.,j (;:"'-'!''''..." I r':"".,..",,{ \ Hen and Equipment Status (In use and/or A~ . tC(;:".(.W','lT 1.\f".ft."lO,\ ~(,\l'l_( Jf'1;'c,(rr.(' n,:'l,r,'l.t 'L' F\.A(IC~Y_s ,"",I.;)~r,_ Diary (Report of day's operations. orders given and received. discussions with con- tractor. visitors from Headquarters. District or FHWA. unusual conditions, recommend- ations and statement for monthly estimate) 3 fiA(i{,t'..:s \ 1 t. ~! t '< .'~~I:"It""j:;l ~P'i"' ~'l..jr: \}t.Jr"~-P/.,!.'dl\11 (r'f;('. -It- Ir-G?, ,-,-q{Ir'-":~r '1~-'f 1ll"~)'II^";'''.1 ("It: """'_',1,.,.) Ib" :; C;'''11 . I,.I(~~. /r',yt.!~ /'"n/1(; I,y, iH '/71r Tf-5 n~/t, -:P'rr 1f:,'~'F'?Jf"t;: "i"PF5' ~:;"1;' // / 7'/I€' "W5r Ji.q .-;pl ("("I',r7f. (...QI ItS, .tJ ., 7f)~ I (o",,_-ft (, _"0 Tl1{T~j (. "7~' rr~/)r-# t".?2... tl-:;r,j.17 11-8' {nf~- (>:';2- ".' liAnl"'(~ };'f,.,; ;-.,,/ / , n., If,.:'; r'/lI)O;f:,.h-: '1';0 rSJ, r,,,,":l,"''Pi7; m 3.4 1I,;',;ii.c, "/0 Ps,:;. 7);.tJl'I-'I.7) m 3.5 Mro. (/.ofJJ" 7~:c,f','F/') 'r/) 3 A.', < 4.0 p, s.;. l.'>I'NJ{'?l) ro ;,.0 A.ffr-:.; > ,O,';,.IA-f I( .'" J. ~'! )~I - .;,- t J ) . /,~( /) ;"'''\'1,) , C' i,','f? <'I (: 'ry.~", In'',',), _o"',',o's SIt>/,.- 1;1-1..1(' 1:;'1,-1-";" ': 1-./ Fr:;, " ":4', ,C',: ',:"e;. "....._,.(\ 7).1/'., Ir",' n,.,'.." (ryl'y.~>" i.','" J'i""nr'ilO"", '.f,'", "';". ""rr,..1 ;;'.6" I>.,;: e,'"'!l,h,,7J,,. p" ':r~ (,4, ',c, I' ".1'" (" ~7'" .Cd.,'", ,"1'711.. r,.. t', "'PH"I /1,//,- _or,;? fiAtj) F'lt;IA,v",r ';~"'" r~'I"l(,..~,/".~ {J'j' I' P,. /i{_~~:':1~:' ~ ~ '-/i, ,-,'.;i< (};.{ (r:.:'}7 /(/,f/i ;'..'.~' i I~ .-,,',;13 ,'-:j.'CU,i<'(1) j'r '17f{ 7("''''~(,Ah-e-:;' /'/10,; ~/i~/_~-rljl:~.,~ .)/1 1,:;/rftf6 (r /';.1. l::'.,~f ,';f i '";. ::~. C~;'/ .-1; ,',j-".,',< t"r: I li- f... ~'-;' l.l' ,'-I'! [" C;_'l~'" ji C "?/1{ 1=" )'...., //{f, !'" /1 '" "". .., /'f, . ,=~~ INSPECTOR'S DAILY REPORT Book -2L Page 1:':- Contract No. (p.c -:.:9"2... Highway _ Date 11\ zo\P,c, P.E. }'DCB2r' iJe::1:'1l,- Section (Title) \.1 /,(jLOC t \ \. )1\;,zt:cnCI) Day \\-hJP":: I.A~I Weather A.H. ClL'elC'>' ('LEA-iCIIIEl P.M. S:2." \':'/',H\ (oJ, Lje"" Contractor's Representative(s) and Title C \.1 VC ,< "\ <,C.T - ~:,u PI. Location and Type of Work Cel,..,." if" ',1 1<(: /.,\C0 I I.l(.., \ '''''')0vv\ t;;t.7- II'Y~\/~'\...\.., c \J LJn;--:'\<~ /....J)tj CA'''''Cb ~ASI tJ 'i.tv"" Cu il.6 a (,uTi","-2.. Number and Classification of Contractor's Hen and Equipment Status (In use and/or ) '~t\~> - ':li"i1"lJ/'C'<bl~ de~~~.~~~~~~,~ f ~~, Jnqintenance.j~l:~~_:f' ,,).} ". ,_ , I f}.of,I:::,J"'\..... n 'Oat \i:: r\ct: l:- QJIOM''''~:)'';- - ~-=--- I (CIi.i,'..I....j i \'DIL'i::",,/.,j ~ ~~;\~ '-(.',..\~: \ O(ll~P.":""iL \ _ oi)e\'/\'\"bk. 2. l....~~l,l."'''"'; ';..> ~" -,. 1.... ..... l"", ~)(,",1.1(1ll1l ") ;:'l.c..'lfv'_'t.::d\ f1..t>ANIAt0 1-' I Ted 1\.hi(1{ 2- DI.l""(>"~u''o<..(, . (r:p(~('rf' [:UI~'-l:C!fr;f~(n"'<:.. \,,'.lIO"U H\l.L '-:~~~(t:~ \ojt~..JtqlJ~ /;:;'<\lI~ . \"~':l"'~ ~",.."t\,>>~oi<J~ Dlary (Report of day's operatlons, orders glven ana recelved. dlSCUSSlons wlth con- tractor. visitors from Headquarters. District or FHWA, unusual conditions, recommend- ations and statement for monthly estimate) C~?O ,AOUlr,Fl) ((.j.ln.'f....CT!'12.. - rEfJ{:;.,'-/ V.)E,~'- - -tHA"'i ACl(d:c;(v...."IE ~~r.x')('!(e' ft)I'-," f~:;:l:;.D';'\-lL..L.- H~~L;> no /Jrl'Ptl,()\JI.(.... -:1'0 t-.A-7f"e: l~J)() CCJ'.Yi7<A(Ir.:,(Z A':.~I)J.,~-~ ('\~~IL. r",ofJ.. Cor'Jc."::{~TG f1:,\iR?f'1) IjtJTIL... j~i)r':>I;;-i:"Jt-,L- IS- ,;:T-:-CE\JE:I.), nCfcDi fi~l1.i l,lll (ev"'~.;'ij"- -n'~.'..Jc,cs A';'I~%\'.JG ;..f1,}{"; pd.C' 'r:b')k'ltJ(, CLh f:,tSr I,) h "11+!'- o"} r.:.,r IIi {, urn:;.,'( /"', 5'T-mi...~Jt.J (['f" -:T"f.\( (di f.l.r 1"\ c.T, / m..J 1,,\ .S--A: k/iq.j1f;o L'!. 11)TAl- f"'ee-;' "+,'4 (ClfTl:":.A(IDl.,: 120L\JE"ST) fi"'~':.(f- A((()I..)/JT' 'STPr/)O;::SY \\-AM ?~:?O P"~\ (:" \--H:(O) !?f::(A',F;r:- o~ I r.)l~ -nM~: RI7;!JLn~Xi h2D~v\ \?r.....~,c,q)i\L- 0(:- r:tnf\C~~: n,iL"E ( ',n;' L4'~ -I:'~D Vi"" 2ftl) fl'1~l) I 1;\~1(r)1 1'\0..' v' \n~ ll\>i'HI~"r)/J (,( (h'(\4 j?;/~II) .l:t-i.\; \ 51"'1"<- (.y:)....r:o Inl 1(1. rCnl\\l:."':;(-CI< i.l-:",1.1[.i") );II"~':J-'l" 1',,~;v:~'.{;)\.I.~)f\t:': L\f~e{, If) y,c i{~ ~:t ~ Alt,;-T) ~ 1\1 t, LA rA I-( ~(~ ,).. (1'\1,:..rl()C(;. /\1-'i--'i;'(r~,(~1- (;(. (."i1 L pr '~) \ l:'-~) f ( r~";:)" _.::_: 1 r.t y' ~ [1 (,1 (} (() ~' "~I ~}() ~>r: (.::'I(-i~{I/~i.. lr:\1'j<, tli "~f .,. i->I. r-fl"!.THJ (;,4Cc' t--':I") (rr:r/A '\ ih)U'/jf'l C IY~mr-'. ((A/lIco r':h'; 1(112, .~. i ''!-r'' ~v(:.2.. -3 HOJ (2': -ni.- f~ ~)A(('/,)tIl7 . vrh I :" !;LJ:I V~"''-~)) r 'j , r'"{l:jiJ,~ 'j "f'rf( 0) >: 1((1 'I f ':'l.i (J ( (t .. , '. ,., ".1 VI (- . ,j-f'-:; '...Jj/l' t-:- I.-r- <>, "-'I, -', I. ' ~/t) 1<\-1 <If)V~~) I 'In.. . .---. -- . ".. I ,- \' I . I . i ,I . . ~ WEEKL Y STATEMENT OF WORKING DAYS, _ STATE .';..-':::: Oay Weath.r Condition Working Day, i' ,.. I 'n '1 '('. '. I I 'I d,/ ;<' CURRENT STATUS * App,oY~ Ex'tension .'of Time ...................................................................... Total Authorized Time of Contract .......................................................... Less .Working Days Charges ....................................................................... '.f. Working Days Remaining ............................................................................. "') ..,.x~ . Show only extensions approved by letter from Headquarters U Use negotive t01als to show overrun in time ., PROJECT ENGINEER DATE I"I? - i ! Statement Numb.r Unworkabl. Day Caused by Weath.r or Weath.r Condition. C; ,:'(, :;:3 :7 (' /;, ,/ Project Enginur The contractor will be allowed 10 doys Irom dote of this report in which to protest in writing the correctness of this stalement, otherwise it ~hall be deemed to have been accepted 0$ correct. . - - r , ..,J... , . I 1-, . ., 8 ft WEEKLY STATEMENT OF WORKING DAYS: CONTRACTOR /'1, '.- "I" ADDRESS ~!:..'---'~'I'''--'-!::.''' CITY l i. ,,, "" \' "r ,.J co,,' 7'/1 "/ I I... /'.,J __ STATE '.."1-) DATE .P.,!. 1/"(. F.d,',',oloAld Prole,ct Number.. H,ghway No. or County ," f.:;c', /~.:~,: -= ~( M 2. 1ft) (1) //,....fi"I/( \..,' J:.'t,.~i", The following statement shows the, number of working, days charged to your contract for ending (r1' ,\ I'",/i (. ,19 ,S'o'fIfn.nl Numb., ,~ Wea"the, Condition T otol Authorized Time of Contract .......................................................... Less' Working Days Charges .......................................................'................ ....' Working D~rs Remain ing ............................................................................. \' , , , I { r. I , ( , , , /, ,..77 ,/, Grading and Quality The table in section 9-03,14(2) of the standard speoifioations is revised to read: Crushed Cover Stone Passing Sieve % Passing 5/8-1/4" Crushed Soreening ..J Passing 5/8"-H1D 1/2"-1/4" 3/B"-Hl0 1/4"-0" ----------------------------------------------------------------------- 3/4" Square lDD 10D 100 5/B" Square 95-100 95-1DO 95-100 100 1/2" Square 95-100 100 3/tl" Square 90-100 100 1/4" Square 3D-5D 0-10 30-50 0-15 5D-75 90-100 U.S. No. 10 0-3 D-1D D-3 0-10 30-6D U.S, No, 2DO 0-7.5 0-1,D 0-1.0 0-1. 0 D-1.D D-10.0 % Fraoture, by weight min, 75 75 75 75 75 75 Sand Equivalent Hin, 40 Statio Stripping Test Pass Pass Pass Pass Pass Pass Gravel Borrow The last paragraph of section 9-03.14 of the standard specifications revised to read: "If requested by the Contractor, the screen size may be increased by approval of the Engineer if it is determined that larger size aggregate will be satisfaotory for the specified backfilling or embankment oonstruction. SECTION -05 DRAINAGE STRUCTURES CULVERTS AND ~ONDUITS Ha 27 I Cl6 Zinc Coated Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Drain Pipe The last sentence in seotion 9-05.1(2) of the standard speolfications is revised to read: Welded seam aluminum coated (aluminized) oorrugated iron or steel drain pipe with metallized coating applied inside and out following welding is aoceptable, Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Underdrain Pipe The last sentenoe of the first paragraph of section 9-05,2(4) of the standard specifications is revised to read: 27 I I I J-8 I ~ notes on the si gnal support elevation referenoing "To ground rod, see J-3a" and "See St'd Plan J-6b for Signal Mounting Details" are deleted. I The following are Standard Plan numbers and their date of last revision applicable at the time this projeot was advertised: I A-I 7/ lY/85 C-2f. 12/06/05 H-3a, 3/18105 A-2 3/21/83 C-3 12/D~/85 H-3a. 3/18/85 A-2 9/2b/8~ C-~ . ~/08/85 H-~a, 12/28/04 C-5 , 1/21185 H-5 . 6/28/85 I B-1 3/29/82 c-6 , 12/0~/B5 H-5a, 6/28/85 B-la, 3/20/81 C-6 . 8/27/85 H-5b. 6/28/85 B-lb. 11/20/85 C-6a, 1/21/85 H-5o. 7/17/81 I B-lc. 3/20/81 C-6b, 1/21/85 H-6 . 7/17/81 B-2 , 9/19/83 c-6o, 11/26/B5 H-7 . 5/07/85 B-2a, 12/12/83 C-6d. 12/06/85 H-7a. 11/28/83 I B-2b. 3/19/B~ C-7 . 11/26/05 H-8 , I I /26179 B-4 . 1/25/8D C-8 . 1/21/85 H-9 . 2/22/82 B-~a. 1/25/bD C-8a. 1/21/85 H-l0. lD/26/B~ B-4b. 9/07/8~ C-8b. 8/15/85 H-l 1, 9/19/83 I B-4c. 9/07/84 c-8c. 6/04/85 B-4f. 9/19/83 I-I 11/26179 B-~g. 9/19/83 0-2d. 2/13/81 I-la. I 1/26179 I B-4h. 7/12/84 0-2e. 2/13/81 1-2 . 2/04/82 B-5 . I I /26179 0-2f. . 2/13/81 B-5a. 11/26179 0-2g. 2/13/81 J-l 2/13/8 I B-o . 11126/79 0-3 . 1/25/80 J-la. 2/13/81 I B-6a. I 1/26179 O-~ . 5/23/83 J-lb. 10/3 1175 B-6b. I I 126179 0-5 . 8/24179 J-lc. B-7 . 3/19/84 0-5a. 12/21/8~ J-le. . 5/10/82 I B-7a. 3/29/82 D-6 . 10/19/79 J-H. 7/17181 B-8 . 12119175 0-6a. 10/19179 J-3 . 11/07175 B-8a. 3/29/82 O-ob. 10/19179 J-3b. 11/07/75 I B-9 . 2/22182 0-7 . 1/0~/80 J-3e. 2/D4/82 B-l0. 1/25/80 0-7a. 1/0~/80 J-5a. 7/17/81 B-1 1. 1/25/8D 0-8 1/0~/80 J-6c. 2/22/82 B-12. 1/25/80 J-6f. . 2/22/82 I B-13a 12/02/85 E-l 1/04/80 J-6g, 2/22/82 B-13 b 12/02/85 E-2 9/19/8D J-6h. 2/22/d2 B-13c 12/02/85 E-3 I I 126179 J-7a, 2/22/82 I B-13d 12/02/85 E-~ 9/19/80 J-7c. 2/22/82 B-14. 12/02/85 E-~a, 9/19/8D J-7d. 10/05/84 B-15. 10/19179 E-5 1/25/dO J-8 . 2/13/81 B-17 . 11/20179 J-8a. 5/23/83 I B-l11. 3119/8~ F-l 11/26179 J-9a. 7/17/81 B-18a .9/06/83 F-2 . 11/26179 J-l0. c-1Bb 10/03/83 F-2a. 11/26179 J-lla 7/19/85 I a-lac .1/28/85 F-2b. 11/26179 B-19. 10/03/83 F-4 11/20179 K-l 7/17/81 B-20. 9/19/83 F-5 . 11/26179 K-2 . 7/17/81 I 31 I I I I I I I I I B-20a .9/19/83 F-6 1/28/85 K-3 7/17/81 B-20b .9/06/83 K-4 7/17/81 B-20c .9/D6/83 G-l 10/17/83 K-5 7/17/81 B-2Dd ,9/19/83 G-2 9/06/83 K-6 7/17/81 B-20e .9/26/83 G-2 9/D6/83 K-7 7/17/81 B-21, 12/04/85 G-2a, 12/21/73 K-8 7/17/81 0-22. 9/19/~3 G-2b. 12/19/75 K-9 , 7/17/81 B-23a 11/D8/85 G-3 11/26/79 . K-l0. 7/17/81 B-23b 11/08/85 G-3a. 11/26179 K-11, 7/17/tl1 B-230 11/08/85 G-4a. 7/17/81 K-12. 7/17/81 B-23d , 11/0tl/tl5 G-5 . .'11/07/75 K-13, 7/17/81 B-24 . 11/08/85 G-6 . 10/24/75 K-14, 7/17/81 G-6a. 8/31/73 K-15. 7/17/81 C-1 11/26/85 G-7 2/04/82 K-16. 4/26/82 C-1a. 11/26/85 G-8 1/28/85 C-lb, 1/21/85 0-8 . 1/28/85 L-l 1/21/85 C-2 1/21/85 G-8a. lD/18/tl5 L-2 1/21/85 C-2a. 11/26/85 0-8a. 10/18/85 L-3 1/21/85 C-2b. 1/21/85 O-Ba. 10/18/85 L-4 1/21/85 C-2c, 1/21/85 L-5 . 1/21/85 C-2d. 1/21/85 H-l 5/171B5 L-5a. 1/21/tl5 C-2e. 1/21/85 H-3 . 3/19/84 L-6 , 1/21/85 32 I I I I I I I I I ( I I I I I I I I I I The County will spot-check the lines and elevations to accuracy and that they are within the following tolerances; 1. Slope Stakes +0.1 foot 2. Subgrade blue tops set 0.05 below grade +0.01 foot 3. Stationing +0.1 foot 4. Alignment +0.01 foot 5. Surfacing red and yellow tops +0.01 foot 6. Paving pins fer surfacing or paving +0.005 foot 7. Control stakes for Curb and Gutter +0.02 foot (Horiz. & Vert. ) Slope stakes, subgrade blue tops, and surfacing red and yellow tops shall beat 50-foot intervals. Paving pins shall.be at 25-foot intervals. These spot-checks will not change the requirements for normal checking and testing as described elsewhere, and does not relieve the Contractor of the responsibility of producing a finished product that is in accordance with the plans, standard specifications, and special provisions of this contract. In all disputes concerning accuracy of lines and elevations, the County shall be assumed correct and the Contractor shall correct the di screpancies before construction work may proceed. No additional compensation will be paid for this corrective work. Payment The lump sum contract price for "Surveying" shall be full compensation for all costs involved in furnishing all labor, tools, survey instruments, materials, and other equipment necessary for the setting and maintaining of the alignment and grade as specified. The Contractor shall furnish all labcr for traffic control required for surveying. All costs involved with labor for traffic control shall be included in the lump sum contract price for "Surveying". SOURCE OF MATERIALS No Source has been provided for any materials necessary for the construction of this improvement. The Contractor shall make his own arrangements to obtain the necessary materials at his own expense, and all costs of acquiring, producing and 57 I Ii I I I I I I I { I I I I I I I I I I PREVAILING MINIMUM HOURLY WAGE RATES KAY 19, 1986 OCCUPATION: LANDSCAPE CONSTRUCTION LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES FRINGE BENEFITS TOTAL HOURLY BENEFITS - LANDSCAPr.: 3.30 $/HR. FEDERAL LAilORER TOTAL HOURLY BENEFITS - LANDSCAPE 3.25 $/HR. STAT!:: PLUMBER 2.31 $/HR. FEDERAL TOTAL HOURLY BENEFITS - LANDSCAPE 3.95 $/HR. STATE EQUIPMEllT OPERATOR 3.80 $/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DI::SCRIPTION RATE RATE 370-0030 IRRIGATION AND LANDSCAPE PLUMBERS 10.62 370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT 11.18 OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS 6.40 OTHER 370-9010 STATE: OVERTIME - ALL HOURS WORK!::D IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AND ONE-HALF TINES THE REGULAR RATE OF PAY. 87 I 1\ I I I I I I I I( I I I I I I I I I PREVAILING MINIMUM HOURLY WAGE RATES KAY 19, 1986 OCCUPATION: TEA1~TERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, I.IASON, PACIFIC (NORTH OF THE ,IAHKIAKUM COUNTY NORTHERN BOUNDARY EXTI::IWED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SUOHOMISH, THURSTON, ANDWHATCOM COUNTIES. FRINGE Bi::NEFITS HEALTH AND WELFARE PENSION TOTAL HOURLY BENEFITS TRAINING FU;W \~AGE Hil TES 1. 89 $/HR. 1.75 $/HR. 3.C4 $/HR. .00 OCCUPA1'ION CODE OCCUPATION DESCRIPTIOi~ GnOU~ 311 730-0140 BUS OR ENPLOYEE HAUL GROUP 1 730-0145 CHECKERS 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND BATCH PLANTS 730-1200 S,IAMPER GROUP 1A 730-1810 WAREHOUSEI1AN AND CHECKERS GROUP 2 730-1300 TEAM DRIVER GROUP 3 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:WAREHOUSING 730-0200 DUMPSTERS, AND SINILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHI::Y WAGON, EUCLID, TriO AND FOUR-WHEELED POW!::R TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMI::NT TRANSPORTING MATERIAL AND PERFORmNG WORK II> TEAMSTER JURISDICTION:DUNP TRUCKS, SID!::, EdD AND BUTTON DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INCLUDING 5 YARDS 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY SERVICE MAN AND/OR TIRE SERVICE MAN 730-1100 SCISSORS TRUCK 730-1350 TRACTOR, SI~LL RUBBI::R-TIRED (WHEN USED WITHIN TEAMSTER JURISDICTION) 730-1750 VACUUM TRUCK 730-2000 WATEH WAGON AND TANK TRUCK: UP TO 1600 GALLONS 730-2200 ~I~Cri THUCK: SINGLE REAR AXLE 89 STATE STATE FEDERAL FEDERAL STATE FEDERAL RATE RATE 17 .16 17.06 17 .06 17.06 17.06 17 .11 17.11 17 .16 17.16 17 .16 17.16 17.16 17 .16 17.16 17 .16 I I I I I I I, I I 730-2220 WRECKER, TO. TRUCK AND SIMILAR EQUIPMENT GROUP 3A 730-0460 FLAHERTY SPREADEn GROUP 4 730-0500 FLATBED TRUCK, DUAL REAR AXLE GROUP 5 730-0000 BUGGYI10BILE AND SHiILAR GROUP 5 730-0670 HYSTEH OPERATOHS(HAULIUG BULK LOOSE AGGREGATES) 730-1190 STiADDLE CARRIER (ROSS,HYSTKR AND SIMILAR) 730-2010 WATER ~AGON AND TANK TRUCK: 1600 GALLONS TO 3000 GALLONS GROUP 6 730-1500 TRAHSl'f-NIX, 0 TO AND,. INCLUDING 4.5 YDS. GROUP 7 730-0210 DUMPSTERS, AND SIMILAR !::QUIPMI::NT:TOURNO_ ROCKERS, TOURNO,:AGON, TOUR1WTRAILER, CAT DW SI::RIi::S, TERRA COBRA, LEl'OURIUlAU, ,II::STINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PEIlFORllI~G \;QRK IN TEAMSTER JURISDICTION : DUI1P TIlUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SE~I-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS 730-0410 EXPLOS1VE TRUCif-(FIELDMIXl AND SHIILAR EQUIPflEilT , 730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 TONS GROSS 730-1140 SLURRY TRUCK DRIVER 730-1160 SNO-GO AND SIMILAR"EQUIPMENT 730-2210 WINCH TRUCK: DUAL REAR AXLE GROUP 7A 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) GROUP 8 730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURiWTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END A!/D BOTT011 DUMP, INCLUDING S2MI-TRUCKS AIID TRAINS OR COMBINATIONS THCREOF:OVER 12 YARDS TO AND INCL. 16 YAIlDS GROUP 9 730-0100 BULK CEMEdT TANKER 730-0230 DUMPSTERS, AND SIMILAIl EQUIPXENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHSY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR :~TH TRAILER AND SIMILAR TOP- LOAD~D EQUIPMENT TRANSPORTING MATERIAL AND PERFOR,'.IllG HORK III TEAI1STER JURISDICTION: DUMP TRUC~S, SIDE, E~D AdD BOTTOM DUMP, ICCLUDING 90 17.16 17.16 17 .49 17 .16 17 .27 17.27 17.33 17.33 17.33 17.33 17.33 17.33 17.33 17.33 17 .37 17.37 17.38 ~ 17.38 17 .38 17.38 17 .38 17.49 17.44 .1l...!:!.L 17 .49 17 .44 I I I I I I I, I I SI::m-TRUCKS Aim TIlAII~S OR CUNBINATIONS THEREOF;OVER 16 YARDS TO AND INCL. 20 YARDS 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS GROUP 10 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITEs:orHER THAN WAREHOUSING ~ 17.49 17.51 17 .51 17.54 17,54 17 .54 17 .64 17 .64 17 .66 GROUP 11 730-1405 TRANSIT MIX, OVER 4 YDS. TO AND INCLUDING 5 YDS. GROUP 11A 730-1510 TRANSIT-MIX USED EXCLUSIVELY IN H~AVY CONSTR. (OVER 4 YDS. TO AND INCL. 6 YDS.) GROUP 12 730-0010 A-FRAME OR HYDRALIFT 1RUC~S OR SIHILAR EQUIPMENT ,iHEN A-fIlAHE OR IIYDRALIFT Oil SIMILAR EQUIPHENTIS IN USE GROUP 13 730-0240 DUMPSTERS, AND SIMILAR EQUI~MENT:TOURNO- ROCKEHS, TOURNO}IAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBHA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWI::H TRACTOR WTHfHAILI::H ANDS1MILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAHSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TIlUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AllD INCL. 30 YARDS 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS 17.66 GROSS TO AND INCLUDING 100 TONS GROSS GROUP 14 730-1415 TRANSIT MIX, 17.70 OVER 6 YDS.TO AND INCLUDING 8 YD!. GHOUP 15 730-0250 DUMPSTERS, ANDSIMILAREQUIPMI::~T:TOURNO_ 17.82 17.82 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AiW SIMILAR .TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORHING WORK IN TEAMSTER JURISDI CTION: DUMP TRUCKS,SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBIllATIOllS THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS. 730-0730 LOWBED AND HEAVY DUTY ~RAILER: OVER 100 17.82 TOilS GROSS GROUP 16 730-1425 TRANSIT MIX, 17.06 OVER 8 YDS. TO AND INCLUDING 10 YDS. GROUP 17 730-0260 DUHPSTEIlS, AND SHlll.AR EQUIPI.:ENT: TOURI/O- 17.98 ROCKERS, TOURNOWAGO~. TOURUOTRAILER. CAT DW SERIES, TERRA COBHA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWEll TRACTUR HTll TRAILE.! AID 3IilILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND ,1 I I I I I I t I I PERfORMING WORK IN TEAMSTER JURISDICTION:DUI1P TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SBMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS GROUP 10 730-1435 TRANSIT MIX, OVER 10 .YDS. TO AND INCLUDING 12 YDS. GROUP 19 730-1445 TRANSIT MIX, OVER 12 YDS. TO AND INCLUDING 16 YDS. GROU~ 20 730-1447 TrlANSIT MIX, OVER 1& YDS. TO AND I~CLUDING 2Q YDS. GROUP 21 730-1451 TRANSIT MIXI::RS AND TRUCKS HAULING CONCRETE: OVER 20 YDS. GHOU~ 22 730-0400 ESCORT DRIVER 730-1020 PILOT CAR GROUP 23 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 730-1010 PICK-UP TRUCK GROUP 24 730-0010 M~CHANIC HELPI::R GROUP 25 730-0800 MI::CHANIC GROUP .14A 730-1520TRA.SIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR~OVER 6 YDS. TO AND INCL. 8 YDS. GROUP 16A 730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 8 YDS: TO AND INCL. 10 YDS. GROUP 1BA 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 10 YDS. TO AND INCL. 12 YDS. GROUP 19A 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 12 YDS. TO AND INCL. 16 YDS. GROUP 20A 730-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 16 YDS. TO AND INCL. 20 YDS. GROUP 21A 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 20 YDS. OTHeR 730-9370 FEDERAL: FOOTNOTE "D": 85% OF THB BASE RATE PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE FOLLOWING KINDS OF PROJECTS: ,) PROJECTS INVOLVIUG WORK ON BRIDGES AND STrlUCTURES WHOSE TOTAL VALUE IS LESS THAN $1,500,000 EXCLUDING MECHANICAL, ELECTRICAL AND UTILITY PORTIONS OF THE 730-9371 CONTRACT. UTILITIES INCLUDE SANITARY & STORN SEWERAGE AUD FACILITIES FOR THE DELIVERY OF WATER, GAS, ELECTRICITY AND 92 18.03 18.19 18.35 18.51 18.51 12.00 12.00 15.25 15.25 16.91 17 .50 17.70 17.86 18.03 18.19 18.35 18.51 Ii · I I I llfl J 'ia I I I I I f~ ~ -, f IJ " 11 J; ! f! ! 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Compactinp,. and Finishinp,: Concrete may be placed, compacted, and finished using hand methods. The tools required for these operations shall be approved by the Engineer. SECTION 6-02, CONCRETE STRUCTURES (JUNE 9 19d6) Proportioning Materials The sentence and list following the asterisk under sectIon 6-02.3(2) of the standard specifications is revised to read: *If the aggregate used in the concrete develops not less than 95 percent of the strength of washed sand and gravel from Stellacoom, Washington when tested, in accordance with section 9-03.1, the following proportions of cement and aggregate may be used in Class AX concrete: Pounds of dry cement per cubic yard 610 Pounds of dry fine aggregate per cubic yard 1,465 Pounds of dry No. 5 coarse aggregate per cubic yard 1,790 Hax. water per cubic yd. (gallons per 100 wt. of cement-5.33) 32.5 Low Shrink Concrete Section 6-02.3(2)C of the standard specifications is revised.to read: Low shrink concrete shall meet all the requirements for concrete Class AX as stated in section 6-02.3 of the standard specifications, except that the quantity of water shall be reduced such that the water/cement ratio shall not exceed 0.38 by weight. A water reducing admixture shall be used in this mix and shall be as outlined in section 6-02.3(2)B of the standard specifications. Machine Mixing The first sentence of the third paragraph of section 6-02.3(4)A of the standard specifications is revised to read: In general, all concrete shall be mixed for a period of not less than 1 minute after all materials, including water, are in the mixer, except Class D and DX, which shall be mixed 1-1/2 minutes. Placing Concrete The seventeenth paragraph of section 6-02.3(6) of the standard specifications is supplemented by the following: The concrete traffic and pedestrian barrier may be constructed by the slip-forming method at the Contractor's option. 15 Grading and Quality The table in ~ection 9-03.4(2) of the ~tandard ~pecification~ i~ revi~ed to read: Cru~hed Cover Stone Pas~ing Sieve % Pas~ing 5/8-1/4" 5/8"-#10 Cru~hed Screening % Pa~~ing ----------------------------------------------------------------------- 1/2"-1/4" 3/8"-#10 1/4"-0" 3/4" Square 100 100 100 5/8" Square 95-100 95-100 95-100 100 1/2" Square 95-100 100 3/8" Square 90-100 100 1/4" Square 30-50 0-10 30-50 0-15 50-75 90-100 U.S. No. 10 0-3 0-10 0-3 0-10 30-60 U.S. No. 200 0-7.5 0-1.0 0-1. 0 0-1. 0 0-1.0 0-10.0 % Fracture, by weight min. 75 75 75 75 75 75 Sand Equivalent Min. 40 Sta tic Stripping Test Pass Pass Pass Pass Pass Pass Gravel Borrow The last paragraph of section 9-03.14 of the standard specifications is rev i sed to read: * If requested by the Contractor, the screen size may be increased by. approval of the Engineer if it is determined that larger size aggregate will be satisfactory for the specified backfilling or embankment construction. SECTION 9-05. DRAINAGE STRUCTURES. CULVERTS AND CONDUITS (May 27. 19~ 6) Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Drain Pipe The last sentence in section 9-05.1 (2) of the standard specifications is revised to read: Welded seam aluminum coated (aluminized) corrugated iron or steel drain pipe with metallized coating applied inside and out following welding is acceptable. Zinc Coated (Galvanized) or Aluminum Coated (Aluminized) Corrugated Iron or Steel Underdrain Pipe The last sentence of the fir~t paragraph of ~ection 9-05.2(4) of the standard specification~ i~ revi~ed to read: 27 B-20a .9/19/83 F-6 1/28/85 K-3 7117181 B-20b .9/06/83 K-4 7/17181 B-20c , ,9/06/83 G-1 10/17/83 K-5 7/17181 B-20d .9/19/83 G-2 9/06/83 K-6 7/17/81 B-20e .9/26/83 G-2 9/06/83 K-7 7117181 B-21. 12/04/85 G-2a. 12/21/73 K-8 . 7/17181 3-22. 9/19/~3 G-2b. 12/19/75 K-9 7/17181 B-23a 11/08/85 G-3 . 11/26/79 K-10. 7117181 B-23b 11/08/85 G-3a. 11/26/79 K-ll. 7117181 B-23c 11/08/85 G-4a. 7/17/81 K-12. 7117181 B~23d 11/08/85 G-5 11/07/75 K-13. 7117/81 B-24 . 11/08/85 G-6 10/24/75 K-14. 7117181 G-6a. 8/31/73 K-15. 7117/81 C-1 11/26/85 G-7 2/04/82 K-16. 4/26/82 C-1a. 11/26/85 G-8 1/28/85 C-lb. 1/21/85 G-8 . 1/28/85 L-l 1/21/85 C-2 . 1/21/85 G-8a. 10/18/85 L-2 1/21/85 C-2a. 11/26/85 G-8a. 10/18/85 L-3 1/21/85 C-2b. 1/21/85 G-8a. 10/18/85 L-4 1/21/85 C-2c. 1/21/85 L-5 . 1/21/85 C-2d. 1/21/85 H-l 5/17/85 L-5a. 1/21/85 C-2e. 1/21/85 H-3 . 3/19/84 L-6 . 1/21/85 . 32 . The County will ~pot-check the lines and elevation~ to ensure their accuracy and that they are within the following tolerance~: 1. Slope Stake~ +0.1 foot 2. Subgrade blue tops ~et 0.05 belo\; grade +0.01 foot 3. Stationing +0.1 foot 4. Alignment +0.01 foot 5. Surfacing red and yello\; top~ +0.01 foot 6. Paving pin~ for surfacing or paving +0.005 foot 7. Control stakes for Curb and Gutter +0.02 foot (Horiz. & Vert.) Slope stakes, sUugrade blue tops, and surfacing red and yellow tops shall be at 50-foot intervals. Paving pins shall be at 25-foot intervals. These spot-checks will not change the requirements for normal checking and testing as described elsewhere, and does not relieve the Contractor of the responsibility of producing a finished product that is in accordance with the plans, standard specifications, and special proVisions of this contract. In all disputes concerning accuracy of lines and elevations, the County shall be assumed correct and the Contractor shall correct the discrepancies before construction work may proceed. No additional compensation will be paid for this corrective work. Payment The lump ~um contract price for "SurveYing" shall be full compen~ation for all cost~ involved in furni~hing all labor, tool~, ~urvey in~trument~, materials, and other equipment nece~sary for the ~etting and maintaining of the alignment and grade as ~pecified. The Contractor ~hall furni~h all labor for traffic control required for ~urveying. All co~ts involved with labor for traffic control shall be included in the lump sum contract price for "Surveying". . SOURCE OF MATERIALS No Source has been provided for any mater'ials nece~~ary for the construction of thi~ improvement. The Contractor shall make hi~ o\o:n ar'rangement~ to obtain the neces~ary material~ at hi~ own expen~e, and all co~t~ of acquiring, producing and 57 . . PREVAILING MINIMUM HOURLY WAGE RATES MAY 19, 1986 OCCUPATION: FENCE ERECTORS AND FENCE LABORERS LOCATION: CLALLAH, GRAYS HARBOR, ISLAND, JEFFERSON, KING,KITSAP, LEWIS, i'lASON, PACIFIC (NORTH OF \'iAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SKAGIT, SNOHONISH, THURSTOH, ,IHATCOM COUNTIES, AHD YAKIl1A COUNTY (THAT PORTION LYING WEST OF THE 120TH MERIDIAN). FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 $/HR. FEDERAL \~AGERATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 250-0010 FENCE ERECTOR 13.00 250-0020 FENCE LABORER 10.95 8.46 83 . PREVAILING NINIHUM HOURLY WAGE RATES MAY 19, 1986 OCCUPATION: LANDSCAPE CONSTRUCTION LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES FRINGE BENEFITS TOTAL 1I0UHLY BENEFITS - LANDSCAPE 3.30 $/HR. FEDERAL LABORER TOTALIIOURLY BENEFITS - LANDSCAPE 3.25 $/HR. STATE PLUI1BER 2.31 $/IIR. FEDERAL TOTAL HOURLY BENEFITS - LAIWSCAPE 3.95 $/HR. STATE EQUIPI1ENTOPERATOR 3.80 $/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 370-0030 IRRIGATION AND LANDSCAPE PLUMBEHS 10.62 10.62 370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT 11.18 11.18 OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS 6.40 8.46 OTHER 370-9010 STATe: OVERTII1E - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT OllE AND ONE-HAL~' THIES TilE REGULAR RATE OF PAY. . 87 PREVAILING MINIMUM HOURLY WAGE RATES MAY 19, 1986 OCCUPATION: SURVEYORS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, ~ACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND IYHATCOM COUN'J'IES. FRINGE BENEFITS TOTAL HOURLY BENEFIT - PAHTY CIllEF 1. 50 $/HR. STATE TOTAL HOURLY BENEFIT - INSTRUNEIJT 1.00 $/HR. STATE PERSON TOTAL 1I0UHLY BENEFIT - CHAIN PERSON .70 $/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 720-0010 CHAIN PERSON 8.25 720-0040 INSTRUMEHT PERSON (JUHIOR ENGINEER) 10.00 720-0070 PARTY CHIEF (ASSISTANT EHGIHEER) 11.50 88 PREVAILING MINIMUM HOURLY WAGE RATES MAY 19, 1986 OCCUPATION, TEAr~TERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, HASON, PACIFIC (NORTH Or' THE HAHKIAKUM COUNTY NORTHERN BOUNDARY EXTEIWED DUE WEST TO TilE PACIFIC OCEAN), PIERCE, SKAGIT, SlJOHOHISH, THURSTON, AND HHATCOH COUNTIES. FRINGE BENEFITS HEALTH AND HELFARE PENSION TOTAL HOURLY BENEFITS TRAINING FU:m 1. 89 1. 75 3.64 .00 $/IiR. $/HR. $/HR. HAGE HATES OCCUPATION CODe: OCCUPATION DESCRIPTION . GHOUl' 3l:l 730-0140 BUS OR EMPLOYEE HAUL GROUP 1 730-0145 CIIECKERS 730-0690 LEVEHMAN AND LOADERS AT BUNKERS AND BATCH PLANTS 730-1200 S,IAMPEH GROUP lA 730-'810 HAREHOUSEl1AN AIW CHECKERS GROUP 2 730-1300 TEAM DRIVER GR0~P 3 730-0110 DULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING I1ATEHIALS Ol~ JOB SITES, WAREIIOUSING 730-0200 DUMPSTERS, AND SIHILAHEQUIPMe:NT,TOURNO_ ROCKERS, TOURNOYIAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, HESTINGHOUSE ATHEY WAGON, EUCLID, THO AND FOUR-WHEELED PO~EH TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING 11ATERIAL AND PERFORNING WORK IN TEAMSTER JURISDICTION: DUMP TRUCKS, SIDE, END AND BUTT OM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:UP TO AND INCLUDING 5 YARDS 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY SERVICE HAH AND/OR TIRE SERVICE MAN 730-1100 SCISSORS TRUCK 730-1350 TRACTOR, 31~LL RUBBER-TIRED (WHEN USED WITHIN TEAMSTER JURISDICTION) 730-1750 VACUUM TRUCK 730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 GALLONS 730-2200 ~INCd TRUCK: SINGLE REAR AXLE . 09 STATE STATE FEDERAL FEDERAL STATE FEDERAL RATE RATE 17.16 17.06 17.06 17.06 17.06 17.06 17.06 17.06 17.11 17.11 17.16 17.16 17 .16 17.16 17.16 17.16 17.16 17 .16 17.16 17.16 17.16 17.16 17.16 17 .16 17.16 17.16 PERFORl1ING WORK IN TEAI-lS'rER JURISDICTION,DUHP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING . SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEHEOF,OVER 40 YARDS TO AND INCL. 55 YARDS GROUP 18 730-1435 TRANSIT l-H X, 18.03 18.03 OVER 10 YDS. TO AND INCLUDING 12 YDS. GHOUP 19 730-1445 TRANS IT NIX, 18.19 18.19 OVER 12 YDS. TO AND INCLUDING 16 YDS. GROUP 20 730-1447 TRAI<SIT PlIX, 18.35 18.35 OVER 16 YDS. TO AND II~CLUDING 20. YDS. GROUP 21 730-1451 TRAI,SIT 11IXERS ANlJ TRUCKS HAULING COl<CHBTE, 18.51 18.51 OVER 20 YDS. GROUP 22 730-0400 ESCORT DRIVER 730-1020 PILOT CAR GROUP 23 730-0490 FLATBED TRUCK, SINGLE REAH AXLE 730-1010 PICK-UP TRUCK GROUP 24 730-0810M~CHANIC HELPER GROUP 25 730-0800 MECIIAI<IC GROUP 14A 730-1520~RAdSIT_MIX USED EXCLUSIVELY IN HEAVY CONSTR.,OVER 6 YDS. TO AND INCL. 8 YDS. GROUP 16A 730-1530 TRANSIT-llIX USED EXCLUSIVELY IN IIEAVY CONSTR. ,OVER 8 YDS ~ TO AND INCL. 10 YDS. GHOUP 16A 730-1540 TRAHSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.,OVER 10 YDS. TO AND INCL. 12 YDS. GROUP 19A 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.,OVER 12 YDS. TO AND INCL. 16YDS. GROUP 20A 730-1560 TRANSIT-NIX USED EXCLUSIVELY IN HEAVY CONSTR.,OVER 16 YDS. TO AND IHCL. 20 YDS. GROUP 21A 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR. ,OVER 20 YDS. OTHER 730-9370 FEDERAL: FOOT/JeTE "D", 85% OF THE BASE RATE PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE FOLLOWING KINDS OF PROJECTS, 1) PROJECTS INVOLVWG WORK ON BRIDGES AND STRUCTURES WHOSE TOTAL VALUE IS LESS THAN $1,500,000 EXCLUDING MECHANICAL, ELECTRICAL AND UTILITY PORTIONS OF THE 730-9371 CONTRACT. UTILITIES INCLUDE SANITARY & 12.00 12.00 12.00 12.00 15.25 15.25 15.25 15.25 16.91 17.50 17.70 17 .86 18.03 18.19 18.35 18.51 STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, GAS, ELECTRICITY AND 92 ; . ~ I o' i! i' ~ - ~ J~ ~ :: : l!i 2: : ! i ~ i ! i ~ .. . . ~ . s . W ~ . ;i ! ~ : i ~ :: = ~ ~ e ~ I ; ~: s . i i e n ! 1,,~1 ! ~ : g ~ id · . . . . . :;: a ~ 1) ~ ~ .wi! s . . ~ . . I ~.. t ; r 81, . h~ o 0 i i ~ . ~ ~ ; uU < ~ !! I t~ . . it ~I e i~ ... d ~ '. 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