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SWP273334 (2)
G, :ry Merlino Construction Co. Z _ SUBMITTAL NO. 1-08.3.1 9125 loth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Progress Schedule REQUIRED START: 9/28/2006 PROJECT: Renton Ave S Storm System REQUIRED FINISH: 10/5/2006 DRAWING: DAYS HELD: 6 STATUS: NEW DAYS ELAPSED: 0 BIC: GMCC DAYS OVERDUE: -1 RECEIVED FROM SENT TO RETURNED BY,, FORWARDED TO RENTON DC RENTON DC Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date Held Elapsed 001 Progress Schedule 9/29/2006 NEW 6 6 5 5 Please reveiew the attached progress schedule. 002 Progress Sched rev 1 10/4/2006 OUT 3 3 0 0 Please review the attached progress schedule. 003 Progress Schedule rev 2 NEW -6 -6' 0 0 Please review the revised progress schedule. ? 3 Expedition �z-z Gary Merlino Construction Company 9125 10`^ Avenue South Seattle, Washington 98108 0 p.206.762.9125 f.206.763.4178 October 3, 2006 Renton City Hall ATTN: Daniel Carey RE: Surveyor for Renton Ave So./So 3rd St. Storm Project Dear Mr. Carey, This letter is to notify you that GMCC will be contracting the surveying work out to Meriwether Leachman Associates Inc. Our contact is Michael Leachman. His contact number is 425-488-4800. Best Regards, ,=-1eau Sanders Project Manager Gary Merlino Construction Co. I 9125 10th Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Erosion and Sediment Control Plan PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO RENTON DC SUBMITTAL NO.8-01.3(1)B REQUIRED START: 10/4/2006 REQUIRED FINISH: 10/10/2006 DAYS HELD: -1 DAYS ELAPSED: 0 DAYS OVERDUE: -7 RETURNED BY FORWARDED TO RENTON DC Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date Held Elapsed 001 Erosion and sediment control 10/4/2006 NEW 3 3 -1 -1 plan Please review attached erosion control plan. E)pedltlon �� ! tij. six 2 `' 112 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 OWIN>< I� An EROSIO j Ui1L11�Y LOGTiONS ARE APPR00(BAAM NOT ALL Ui1un MAY BE SHOWN, `a 5 SEE SHEET 2. , .E FOR LOWNG ALL Uiil M 114 RI SDMH TYPE p ��' 1 TYPE IL `X 8' DI WATER o I GENERAL NOTES: RIM EL 11 7.0 / Q PLASTIC Ix ce \ ERVICE TO HYDRANT 1 NE 20' IE. 87.o / 1 ��� i A. LINES MEASURED FROM CENTER OF STRUCTURES. SW 21' IE- 87.0 STOP NE CB TYPE I �� I" " / E 8' IE- 106.24 ,/ AS m EL 114.77 '� \ FILTETRACTO IC HALL INSTALL D "OWNSTREAM LCATL AWNS 8' IE- 111.57 1 W THE AREA ❑ EX 6'SD l ' ON SLOPE O 116 PATCH FOR FLEXIBLE PER CITY DETAL MR-23 TYPICAL / PAVEMENt PERPENDICULAR TO ROAD OL SSMH j ' _ N 3I /'/ 1 D. CONCRETE CMUAj pUf1FR, SI WALK SKAIL BE PER CITY DETAILS, / SS MH-a8 aD // 1 AND SHALL MATCH EXfST1NR RIM EL=118.84 EST IE= 110.9 I ", STOP - --- / SIGNIN / O<lTiER. BALK TYPE �A I i / ------ ---- — — EX SDiA TYPE D mvm --- ! i \\ RIM 11938 / Y ----' NE, S �• �,08.93 120 NORTH � r / i I '(ABANDONED / fO T 0 — i % \\ S' SIDES � �/ DRAWING NOTES: yl SCALE: 1"= 10' ,DRESTORE CURB, WTiER, SIDEWALK AS NEMED, MATCH DXISiUJf,• EK � yl O PLUG EX SO IN CS / i RIM" 121.90� Dt j N,S 1 ' E 111A Q CORE DRILL CS FOR NEW SO PIPE Ll.l ZD I 1 - U (3 POTHOLE PRIOR TO START OF COFbTRUCTpN EX6N STORM SYSTEM REFERENCE PLANS: '. �.. ..........SCALE ...IHORIZ:.............................. .................!P.. ;83 I ........ . �.....'., Rn9 WSDOR SR-4 s TMNLA O SEr mvD AAPRIL w. 1990 i t ' .I ROFII:E ALONG NEWT PiPE L NE t... ..I.. _ I ! ✓. f .... I..............f...................i...................t j I (Ii VERT. 1 5( _ € ! ( p t !.....................................T...........................•............................... }.................i.................j............... ...............i...... ! + ... j mPOTI1ROLE G41S LOC = ;...t `.................... ' ! i I t j• t.. 1 1 Fi BELOW NEW SO i�`: I i 1! i t ! t j : I.. .. i............... t...............3.................'.................i.� �..QFk� n...i...................�...,..f......,...., ............. i � i !..t........... ........!...................# f !................... I i f 8• ;.................... i.................... ........ t .... t ; i E 4 Ex! sOM� t j...................................... ..�................... ..... ............. EX TyP i.................i............... i ...............i. M SD6..1.1R �T........................i + U_NK EL O� RIM EL 119.36 _ iI- TRNCHEDDIN AND BACIE.L�},'LL ; `.. NE 20 '1 t i NE S 2" t = ! f ' I j IE 87.0�........... ..........................I.. ! f , i IE_fO9.93 t t i�............. '' W i d jj ' j ! { SW 21' IEd 87.0 !.j CB-1, TYPE it = E.. seSS A�PROX LOG ,.•........... 8. E-114j ------ 0 ••' S i......................................t...................!.................. � MCI 1 � i ! E 6' IE 106.24 t (FRAME ANTI GRATE ji CON9IRM ABANDOdIED t 7— 7 t } ,,,,,, , i ! 1 REMOVE N 8 # i RIM ELr•11i 77 i i ! ( I t i I PAT S'-� MAK1N� ............... .................. ........................... NEW E 18'=1E-f082 i E Ir IE- 11.00 i i ! i ! ! i t ! • i��Q """fff"' _ EY IE-1 ! �...................?, W 1 10.78' ! AB VE1AE]RT SS t ...................i...................!.............RIM j Ra10VE E , Ifr Yt f 8e684 :=r , .......... , .......-...! . _ _ . ? ! i ' : � FOR A ! AND 6• POE W ....... - j.... .......7............... =lf ••}ar..... ............... .......... 1 ........ ......` ' `t 1, !} Y•t j O LJ I i ! i ma �.i.........Q. L. ! i ! n• &a - ! t + t : t i 1...................1405 !....:................... .............. t !t ; .................7.. .............t lk. .R..�, 7 1 !... ... k4.6F '44fF 04.kTl.Ef....... 1....... i ! !! .jji`t !tREMOVE EX 0-SD:..................................i.i f'tBCPEp A G.t!!t 38 FT/FT�V•�........ ..3.................j... ...!... ...I...................•..................•f ...........j....................i:_ .................... :t .................... ......... ...................!_( .......,' ...........II1. ...� f i € j i.. .......... ?.................... ! + I # CHECKED FOR COMPLIANCE i oRloltTOwCIITY STANDARDS...................!................��..................... .........`.... ............. AN sLYS_ 8 1 . RECOMLIENDm BYs RONALD a STRAIN1� RONALb sTRAIGI 8 18 08�fe FOR APPROVAL E 29727 OMM�oaMom S. amosr-0*64w to BY DMIIEL cAary a/te/oa EXPIRES 10/i6/07 . Dafv BY wim B/18/06 NO. R VASION BY GATE APPR aQ°11 FIT i • i i . - ; Be 9-0319 KBANK RUNPtAyEL)T : a t : a ..........................................................! .4 ° e 2 t...................!.......... :.i.....i:........ ... .... a..... . A... ......... i t t iJT1� PIPE �TMA7�1 ............. i 2WOI .'♦..••. ........ 1 . ....-......... I i RAtAVP1 EIACIffiLL;FOR PIPE Z BEDDINOi t.. i _ _.. �. „NEW, i i I ° •.:. t,e..i :� UYY Y+FE�...................t................. ..�................... ! i eVIN E)CCA6TION OF rF ................ ....................................................!..1......, i d'"AS APP'Rp'�p��y+���,BY E1R SUITABLE SDB (IF NEEDED) r t t ; L....i;.:_.e..i.....: !.......�Lt•'WITN'fOpFmA1101P'� 1IIMtN ! L I o............... � o-ta8 ARRY SPALiS ! 9 ( NOTES p ...................�...................'. Z HPANG T U"!FORMLpJOEiE HpUJWN U."IER eARREL! ....................: ....X, P T PIPE Z !'i1X 1; i....................... C.H J ! DIRECiLY DYER �E NAND TAB ONLY. pDMAtESFLOOW U WUDNT,�m� MAN As oLL t t 1 i t t ! :'.......................................i....................!................... i !...................f...................! AS NoW A CITY OF R EN TON RENTON AVE S / S 3Td ST DATUM PIa-M9/9uWnWPubk Woks STORM SYSTEM OUTFACE RELOCATION - 1 % B� Gary Merlino Construction Co. SUBMITTAL NO.8-01.2 9125 loth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Erosion Control Materials PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: GMCC REQUIRED START: 9/26/2006 REQUIRED FINISH: 10/3/2006 DAYS HELD: -7 DAYS ELAPSED: 3 DAYS OVERDUE: -8 RECEIVED FROM SENT TO RETURNED BY FORWARDED TO NWL KH RENTON DC RENTON DC NWL KH Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date Held Elapsed 001 Catch Basin Protection 9/22/2006 9/25/2006 10/2/2006 NEW 6 6 -7 3 Please review the attached product information. Expedition S '2>M',-YTq L IF — 144 L N1 E OS Ultra-DrainGuards (WSDOT QPL) Material Specifications Grab Tensile Warp D4632 215 Strength (Ibs) Fill Elongation D4632 50 Tapezoid Tear (lbs) D4533 85 Puncture (Ibs) D4833 115 Mullen Burst (psi)* D3786 360 UV Stability (% at 500 hrs) D4355 70** Permittivitiy (sec -1) D4491 1.0 Water Flow Rate (gpm/ft.2) D4491 75 Permeability (cm/sec) D4491 0.25 A.O.S. (U.S. Sieve#) D4751 80 A.O.S. (mm) D4751 .180 Weight (oz / yd2) D5261 8T Thickness (mils) D5199 85 * UltraTech does not advocate the use of mullen burst. ASTM Committee D-35 on geotextiles has not established mullen burst Gary `Merlino Construction Co. SUBMITTAL NO. 1-07.1 9125 10th Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Trench Excavation Safety System PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON REQUIRED START: 10/4/2006 REQUIRED FINISH: 10/11/2006 DAYS HELD: -1 DAYS ELAPSED: 0 DAYS OVERDUE: -8 RECEIVED`FROM s SENTKTO ' RETURNED BY FORWARDED TO a . RENTON DC RENTON DC 001 Trench Excavation Safety 10/4/2006 NEW 1 1 System Please review GMCC's safety information for trench excavation. Lax < p7 a d e l is y ya,'k �v -1 -1 Expedition TRENCf? kiMNA'I'idN ` CO14�IP E'I'ENT P$ItSON POCK rVY``UrDE D� FinT�TIO - x5 am p t-.tan Ona.who Is ble 4fldend stI' and pre 'dlcubk hazards nP . , Mna ocl it8 lit:tfse turroundings :of:worklhg eondldont wlilch are ufis#nhary, hstardous; of tits' e. 8s' s' n ng ro to,tai oyge ,a, d lvho,lias authorl ntlon to'taka prompt`eorretthe measures to ellminaw diem for; rite purpose of dslsanndard one must hive hail dpeelfie trathing In ind be knosvlet! eb(e ebout molls anal Is; .hs use is ,Ys. of protecilye.systema and ehe`.re iiifements of this standirif ind.must.bb deif nated q 8. by tha4mployer Dell Ins 'etlona of fntpEcd?g11.. - Y , P! .. ext�vadons,the ed(acent aroas anti prbtectiva systems slial(be Inadq by a tximpgtene anon 7oreVldeni a of a:iltsradon' dint could ` reiul M otalbl <tit I tilt tfons 8f fiililee of a ' .. 1# w. , , n proim lv my taMs. aii"Ous atmos hares :'oroth)irfiazudous;` "ndjdoni An.ins actloh:sha11-6e:condisctad b the ' P aR P Y. compatatrc,pai i pHor:'ta the start of work and as needed throughout the :shlft .. Inspections: ;lull also, a made sftq e4g In'#roan qr othtr hassrd lneeaasln occurrence e'f i .; ...: 8 Them n onsire;od : r ulEed.wliahleni I '" ex olure 'n be P - lY e9 Eeisonibl� amialpltsed .P � P c6 G$IIL.S. Pro ' SW A tecdn ,. ,_ IZF' !aE EN�`NJf'�b'RAN1R�5tihaE '.Create a N'rd to ern to aes:'` Locating., w"DEWROU146(kS LATIOWS prior,'% opahiog an extsvadon. Prnvttling epproprWa /lCC 3 AN13 E�ft��iS`t '+� cadet _ m I E>f t� iJtt@'f©VEW CZIJLA►tF7ltAfF(C'wi ..,. $::.:.. P °Ye ,-. _ . _ . ICULA ,:.. _ th tfia use of wirningVatts: + .'''l PCi IJRETD trlkLl.114G.LbY1D5 sNaO e`'ellMtna" d Provl . ' WA'RNItIO�31f$TENf FO ` ' ".:B � ILL bl SDI#., CLASSIPICAT'ION TypeA 2S Sobs Cdhes'ive soils w�eh an uncoisflnad coin prestiva atiength bf 1.5 ton per_square foot (v�:cr alearmplei;of cohesive tolls are: clmy sllty dytaandy clay `tits _loam.and Y. lad 'tlf loam' Cemented molls such'ii eallcha T and herdli sn srealso cd0 aldered YP, However iso solFhT aA:H: (I) ,The soll:is fiitured or:, (2) ;:79sb soil Is; iubleae to vlbretlon from hea tri c pile drMn , or similar eBecti. yor vy g 3 '','ltila soil hfs bean riiVlous 'd :curbed or '. : (�) Tha Boll Is`.part of i ilopgd layerod system where the layers dip Into,efia ekc ava•on on aslop fl' e o d ur ' _ .. -.:•: _: .; ... , .., f f horizontalac one,Verdeal;(4N IV) br'greaterFor'. (5).::The shaterlal Is sublets td other-flors othat,would retjulra It to 6e'classl0ed'as e lass 46610 material. 'Tjrp a b-4S, Stoils -(I ).,".0 (, , soil With in unaonflhad'com ressive siren neater than 0.5 tsf but P S�! 6 �aess than';Ly'.tsf or ' Gri u n larcoheslo'less a (2).. , n s lls lridudln . an Iar raveC ilinllar to truths'� _ ......: ,, ...: . 8u.:. 8,,- ..:( ...... rack); . stir: silt lo>tm sandy loam ind In "soma cater, silty d learn and sandy clay loarim. 3 Pr iousl` =d's ey i turbed'olls: `' a' ` _( _ Y. , axc ethose:wFilah wou:oilierwii'e-be classed Type 4` srSt)Ii,_ r _ (�)' Solt chit htfeo th6 uhkonflnitd coin ressive shin" or'cementitlon ro Ulrr P 8th... 9 manta (or_1j+pe A, but la fissured or subject to variation, or ($) ;Dry rdek: hi Is not Man, 6 -,M.., atdtla 1 that - Is art":: oft sfo ( e la' Bred3 tEm Where theto,. Into exeriatldh;on a slope',liiss steep,than four. lioHmnial.so one vertical (4H:1 , h.. b(1donly If:tha material:Would oelirwlta ba tlamslfled as'iypa B e C=b0 Sbllt .. rr 1 MoI cones ivesOil 'r ` mt b o ., ,., . a m ist dense granular; moll wlifch'ddes not, At lntoTypr A drl pe: B-WasaiAca acid ls;jwt fldWing tlr submerged A Observe wmples of mall thit are exca' the eicava• toit Este adof tle sizes and the relativeamouts , of the pai dd dzei:5ol1 that f�:prlmartlY!eomposed o(ftne-grained miteel21 is cohesive . material "B...,. Observe moll is It Is excavated Soh, that remallis'Imclum s.whe ` cd..; p., , n excavate Is.. hesMer3oll:thatairaaki u aa:ll .find does not.ayln.dum s is ranular. a a.... C .observe time side of the opened aiscfvation ind;the`sur6ce area adjacent to th excaJsdon:97' ktl iketo 'en p . ings such as tonslon cricks could.Indicue.Ossuied materlsl If chunks of loll apall off a.verdi al $1de;the loll could be 0isured. Sma spa llapre evidence of.mcving ground. and erelodleitioni of otentl ..' p.... ally hitard.. our fltuatlofis .; D. Observe the area ad aentto the excavation avadon and theexcavation ' n-Inelf for "dehce of e>ilatln udll .'.and other under a ry. ground structures; and to'Identi cevlousl disturbed moll.: y f Observe thq opened slddof the excavation to Identify If la .:.. yen slope toward th excavation. Esilmatd the:degree of sloe of a layers; p Observe the itea adlatent to the=ak2avad ' Y " ` on ind the sides of the opined excavadonibr.'ividence of'sNrface water Watdraeeptng from'tha sides of tfici . excaJatfon or the loeiilonof the - level'of the water table, G Obierve the area i ieentto die excavation -and 6 .. . dl „. . , ..„-...aroa within the excav5tloi for source:of vlbraMon that, may affect the stability of the'excavadon.facis MdnualTests Manual analyoim ted'to determine''u.d ntitatlyolet h conduc as Wallas. qualitative propdedes:of loll anE,to pr»rtda, more Information lnorder .to; dasitfy;till properly Ar Mo ' td almolsc d : f We many le of still I ' PJalfhrillal p. ., nto,a bah ind attempt io roll It. ' Into. threads it -thin as 1%9.Inch In dlameter{ohbilve material can tie succ fullyrolled Into'ihrepdt wlihout crumblln Fonexam le' Ifii.l' &.. P.. least In h I .n t. e. grh of I lBAhch thread nn be held on one end %o houttearin , the sollli+ 8 cohesive � - " B iiinb' ene �tlortTha thumb netration teat a —R Pfc n be used'to astlmite the tmto he c er.h o r t rtren :o !nP as va gd+ (cohesive solltSypa A molls with an unconMed comPresslva strength of I.of eaii be. readily Indented by the thutn6 howavert'die�+ an be penetrated by ttie thumb only wjeh ver " yeas ding a,.... :,, R. , O, EQ PNtENT operating -. t. :.._ _ ad idllsttu'or•iieat iroe on... .. ,. L XcaVad 12) This mlktii"al tan hi cut (vith ne>1r.vertltiLsldewalls and will snnd unsu or•ied ^. ` , PP..: kng,erfbugh w ell0*,i3se vergeel.3hores to bd ro . Instaliad eRo . spilt wleh sn untohllhe`c al rt Type C ompres w strength'of OS nf, can be. ea�Il' t. r .".,.- .. ;: , ....::. - Testin thd. air In excavatlom fo dertd teridal HI12 AR.DOUSATM D. B Pp ti n, p PaHY.. , (3) :yTHe cdrh itterlt a raPil must riiiJnl r me exi evatlon fbdsf s of deieHontion:of d En enetrated several Y P Inches b thethuMbaA`d`an be molded'ti 'll htfn ei i.. =- Y.,,B, -... g .. -... . , , ,., , , ... - _. SPHI:ft�S ;:.#4 feet ' ..... •,., _P ... dresoll p fhdhp%Q.6j+lbut not lliHlted to :(real saa in 'water or 0owfn ::011: .. .. ,.:.:. ,:, . Y . ,p,,a, ter 8.,a. prenura: C' fir itrenslh.lf: a wil.Is.'d` and CH mbl onla;oWnorwith Y til .. r.. r:.. „". _,.,.: .. ,• •.:, _ PRt7if C1lON.Ffi HATJIRDSASSO IA OM,- C....'fEDWITHWATERAta;VtlUlAT10N',.':: i .. antatln th&.ak No ataUnd:or. ":..: -,.enter n , ',. , h , .,oil beliiW.theshiii ng.. 4'.'.An41te ": mite deslari.far lessstal4leType C WI 11e requlred,where is.. P reisUre Into indhldual ea modante' `` ly' gra. or0hepowderIrisjranular a combination of (any :. .., - EnsuNn . e:S 1dt81LITY G/rFAD AfdENT:STR�iCTURES. .. ^ gall there eNdenee ofd ' eterioratlon .. is dry and falls Into clumps,Whlch break'u 'Into'' ?. n ,r, , ... ,.:.: Ada te:PIFCiLPt9T10NOE'EMMLg1R�fs5PltlILLQfiS R CK'ORSOIL.: `: „ ._ _... : t11(!iY #-... smaller I mots -but thesnialle . ., aY A co ation wlrtiPgrivel ss d or silt If the .wlthodl b'ulq; L,. that m dell or.rrillln eitiariaN .:, :. Do ... ...: (.) - .native still Wltls sn;Uhtorinkiel cons ressive stren or 0.5 tsf or less or.: p Sth . . - eaksit; Into d umps Whlth d0 pgirbreSk .irate filnall zkim s and:J hl only be Dilly JhISIPECTJIONS;b a•.cotnpatent:persan,(sdeahbve.dLllhlilon. :" Y ) ;. 1 ... ,, 1r ,. ,; � ....: 6nnuliFs t - (2),• of s Ine�udln gravel, sandtaKi loam sand. tic... :.:, ,. >r brokenwltli`dlfllcul md;tHerelxi:ylsuallnditadonthe {i F moll is tlsiured, the .. mollmay be cansldered ' :: Approprlate,FA6 L FRibTE�T1dN nesrexcavadons :: Y6 seat,'?'; . r : ,,, O Suh�eiergdd i411 dr aojl'„ in wNjcfi vvhseras'frcely t"' Ii g of untissured ., _. ` . :. REQUIREMENTS F0R` : FRO`I`ECftVE SY'STE11'gS ...::. $ubmatg8� 7otic Y diai,la hot Is; df hiateHal (n. Y s o eE.l Bred 4 'teiii wlieFe,ih'e l ers:dl . into'the exdvatl n ': (5).:.. , ,, :..:.. f P Y, Y` c, aY : a!:. o or. , Other avalla 'b bons usin s s p g OIL lt1iP, RTS: . - .; r , :_ ; - Each employee In an eiigMaddh shill bei protected from ava-Ins by Yn,adegUate ... a >tloPee}four horfzoritil.io ene vertical 4He1 orate er ( V) -,, _..., .. .. Bliavh Pei Pe of - - Gohetlre Still G`ranulai Soii r. "prbtecdvesyftep4 esRcdp.Evrhen ezcavatlons ire less thin.b feet (d.}feet,WA)` In C Sttfc C :Ve Loose rY depth atid'aiilminatlon of the giqun8 by a,tonipetent'perton provides no indication.. SOIL.rI L3TfNG , q. .. 4.g B - Meelum Of oteiitlifcavetln` ,: P ,. ;.;: ` : -. (Minimum' Ohe visual end ohd ttadpddf test ore re 'dfred. :. ... 9 % 8-I5';' B orA.r Stiff C = Medium Loose ,. Disdaihrer:' Por use by die tieined and knowledgable"cossipatent personf only. :. :.: ' Yuuailests Vlsfiel anal 1. is conducted w deterrrilne uslltative Information, Y'.:;, q I S 30, A -Ve ryStiff C=Meum diN :.. Iilfi r to:ippr6pMete.requirertlerses nf,your 1o4s1, : County, state: . .. ... . ..-;..,,,..... ...'• f@dLirilf rE latlbnd'or manttfaetur c's tabuHted:eriglheeringior: regirdhi the'excava on eke n 8. , a;,. ,,,;.,� U { generahthe still"edJacerrc to tfie tlxcavSl;loh the ioll' ' ' F.! formingahe,sides,bf thex `eh:`exciv5tion,'ind the 4olftiken.es'sa7"."n >30 :A - 'Hard B. D • fu rtheerJarlfldtlon exciyted matlrlal Co beTypeA If hardpan or cementation exists p al 8PEE'D SHO, Ptt ALV�M.. t6li T-T%f"10 A T TV T 10 FN� %� HOitIN YNOW.., Vertical '. lqmlo_ tic.shoHng H ALSPAC MG :4 ,onTTariuTe ums PPOWMDV.Bffna�ALLYiiif)iii:.�,�:-''.. LovstR;;;POR=N-:.,.�: tj Type &A- ..... . . . . . P M410 Ivoo. pacing FECt: (N(ita: 3)o �padn g IFA f's, A 7 d14 .am ORMOMMUNI, d I SPEED SHORE's PIONEERING TRENCH SAFETY TABULATED DATA AND STACK TUBE CERTIFICATION SERIAL NUMBER: 0- 2 6 8 7 MODEL: TS-0606TL4 HEIGHT = 6 feet I LENGTH = 6 feet THICKNESS = 4 inches MAXIMUM LATERAL EARTH PRESSURE = 4,822 pounds per square foot MAXIMUM DEPTH OF EXCAVATION O.S.H.A. Soil Type Equivalent Weight Effect (p.cf.) Depth "H"(feet) A .25 50 B 45 50 C 60 50 C 80 50 Spreader Size = 5 inch Schedule 80 Pie / Maximum Spreader Length = 12 feet This shield is manufactured to meet the requirements of O.S.H.A. CFR 29, Part 1926, Subpart P. This shield must be used in a manner consistent with safe working procedures, Federal, State and local regulation and manufacturer's instructions. Contact manufacturer for any non-standard use of this trench shield. GENERAL NOTES AND INSTRUCTIONS: 1. Contractors must assign a "competent person", knowledgeable and capable of complying with all federal regulations, state and local laws and ordinances. NOTE: For copies of applicable federal or state laws contact: Dept. of Labor, Occupational Safety and Health Division. 2. A "competent person", trained and experienced in the proper use of trench shields, safe excavation practices and soil classification methods must direct and control the use of this trench shield. 3. This Tabulated Data applies to standard products manufactured exclusively by SPEED SHORE CORPORATION. This data complies with the requirements of federal O.S.H.A. CFR 29, Part 1926, Subpart P- Excavations. Information not found in this data shall be referenced by obtaining copies of the applicable Federal or State laws governing excavation. 4. Modifications of this product shall be in writing and shall accompany this Tabulated Data sheet. Any modification not specifically allowed by SPEED SHORE CORPORATION voids this data. 11.01.96R Page 1 of I 7 SPEED SHORE CORPORATION P.O. Box 262591 Houston, Texas 77207-2591 Phone (713) 943-0750 Fax (713) 943-8483 1A Gary Merlino Construction Co. SUBMITTAL NO.7-05.2 9125 1Oth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Catch Basin Material PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO HANSON CH RENTON DC REQUIRED START: 9/26/2006 REQUIRED FINISH: 10/3/2006 DAYS HELD: 0 DAYS ELAPSED: 3 DAYS OVERDUE: -8 RETURNED BY FORWARDED TO RENTON DC RANSON CH Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date HeldElapsed 001 Type 1L Catch Basin 9/22/2006 9/25/2006 NEW 6 6 0 3 Please review the attached product data. E)gedition HANSON-PIPE �- Rrec�st Drainage Structures i An JNI•i.•• :•y.4� Fax:2534714747 Sep 20 2006 13:41 P.02 Type'9 Top Unit Frame and grate available separately or with frame cast into 6" concrete slab.' Weight is 520 Ib. Risers 4", 6", 12" and 24" risers available. Reducing Slab 6" 6° reducing slab. Base Section Knockouts are provided for 15" pipe on the narrow side and 18" pipe on the wide side. All concrete is 4,000 PSI min- . All rebar meets ASTM A615, grade 60. Weight is 2,480 lbs. 4401 -No SCale- All dimensions subject to allowable ' specification tolerances. Type 16 Catch. Basin \ALIl-A,r1T T.-% 1_I PAGE rVA ■ O ■ ■o■ 25. 4m4 a!"on jGary Merlino Construction Co. SUBMITTAL NO.7-05.2.1 9125 loth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Catch Basin Material PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO EJIW RP RENTON DC Revision No. Description / Remarks Received Sent 001 Frame and Grate 9/22/2006 9/26/2006 Please review the attached product data. REQUIRED START: 9/26/2006 REQUIRED FINISH: 10/3/2006 DAYS HELD: -1 DAYS ELAPSED: 3 DAYS OVERDUE: -8 RETURNED BY FORWARDED TO RENTON DC EJIW RP Drawing Returned Forwarded Status Sepias Prints Date Held Elapsed NEW 6 6 -1 3 I Expedition G. AW i m LD I EAST JORDAN IRON WORKS, INC. P.O. BOX 439CD m 1 EAST JORDAN. MI. 49727 m 1-800-874-4100 FAX .231-536-4458 ,.m E ■ t8� DRAWN DATE [25mm ®, ® TCL 02/24/02 O D S 1e' APPROVED DATE 1' [4+5—] ccI— [25mm N 17 3/4' 15' 19 1/B' 18" f6- 2,5' m ` [451 mm] [381mm] [48&nm] [457mm] [4Q6mm] [w5mm] nn GRATE & FRAME D i— ASSEMBLYEn ® ® DIPPED aff mmr �w'� - wwt imx " i 7/g■ [6 mm] PRODUCT NO. P N VIEW [48mm END VIEW 00770080 2S 3/4' SECTION OF FRAME [903mm]� 1 1/2• DIAGONAL BOLTING CATALOG NO. I 7700M1 770OZ REVERSIBLE SIDE VIEW OF GRATE REF. PRODUCT NO. 00770014 0 �I 00770034 251 1/8' D 1 3/8• EST. WT. z ��. [36mm (2) BLr SOC. (ALLEFI WAD) GRATE: 108 LBS 49kg � [d10mm 1 1/4' FART-101 X 1.5 ss FRAME: 132 LBS 60k O [32mm 9 0981177 g z 1 t/2" UNIT: 240 LBS 109kg (38mm] 1 4. OPEN AREA 3/4' [102mm] [19mm 126 SQ. INCHES 3/4 [569' MAT'L SPEC. m m [ 18mm I24' BOLTING DETAIL GRATE GRAY I N [6 Qrnm] ASTM 131' FRAME — GRAY IRON [7167mm ASTM A48 CL35 n SECTION OF FRAME m LOAD RATING f` I, HEAVY DUTY N m N I 81-1i 4 Gary Merlino Construction Co. SUBMITTAL NO.7-04.2 9125 1Oth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Storm Sewer Pipe Materials PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO NW PW RENTON DC REQUIRED START: 9/26/2006 REQUIRED FINISH: 10/3/2006 DAYS HELD: 0 DAYS ELAPSED: 3 DAYS OVERDUE: -8 RETURNED BY FORWARDED TO RENTON DC NW PW Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints DatIeldElapsed 001 Storm Sewer Pipe Materials 9/22/2006 9/25/2006 TNEW 6 6 0 3 Please review the attached product information. 09/12/2006 TUE 17:23 FAX 206 682 1611 NATIONAL WATERWORKS 2 003/005 SUWF!- GM 'L-- —`'T- N &L- mvcz `revs Advanced Drainage Systems, Inc. 46401 ueman Boulevard Hillard, 01143026 000," (800)733-7473 ADS N-12 CORRUGATED HDPE PIPE SPECIFICATION/PRODUCT DESCRIPTION SCOPE ADS N-121m pipe ih smooth inside and available in 4" — 60" diameters, in nominal 20-ft. lengths. Pipe can be solid or perlimued/slotted. Con llguration is N-12TM (corrugated outside/smooth inside) in 4" 60" diameters. APPLICATION General gravity di -Linage. storm, sub -drainage, and/or sewer. SPECIFICATIONS Pipe and fillings nieet the requirements of AASHTO M-252 (3" — 10"), M-294 (12" and larger), Type S (corrugated outside -smooth inside. 4"— 60"), anti MP7 (60" Type S). JOINT OPTIONS & PERPORMANC E I . Nun-gasketed joints are internal or external couplers covering a minimum. of two corrugations at each cnd. 2. Gasketed non -water tight joints (Soil tight per AASHTO section 26): Gaskets may be architectural weather-stripping material per ASTM D-1056, or rubber per ASTM F-477. 3. (Taskated, integral hell/spigut with a rubber gasket meeting ASTM F-477 installed on the spigot end. 4. (iasketcd, lab lest cerdlied 10.9 psi joints: bell/spigot with a rubber gasket meeting ASTM F-477 installed on the spigot end. 5. Repair or Adapter Coupler; 5.0 psi tested iMPE wrWaround sleeve with self-contained tightening straps, furnished by the pipe manufacturer. INSTALLATION Installation shrill be per local agency requirements or manufacturer's published recommendations with a minimuni cover for H-25 loading shall be one foot through 48 and two feat for diameters greater than 60". — ,1 — N-12 PROPERTIES MIT IN"ODCPITCH, OUTSIDE. CORRUGATION SIZE DiA. DIA 1' Ht1UH*M H 'I.. 4lir. +.rN' 1fill in I01mu1 120111111 1711111, 9111111 6.00- 6.92" 11.7T' 0.16" 1 ill n,m I+.' mm 176 mm 20 mm 12 mm 0.96~ 0.61" s ' 7 90" 9.11 200111111 21A1 nun 2.13111111 24 nun I Inin MY* u vo" I 1-36" 1.26" 0.73" 'in n11„ 251 n1n1 2N7 min .12,nm 19 mm — 12- — -I' 15" I.L45- 92- _ 115.. �OIlm1_ ',lfrmm - �67 non 49 mm _ 29 mm 1 I uh 17.57- 2.54- 1.3u" 15- '7'i m,n 3N0 mm 114N mm 60 uun 33 min B" 18.(17" 21.2U` 2.66` 1.57" mil, L;1) mill 516 mm 6A mm 4n mm 3.15" IM, 2x, 2d.nN" 27.N11" r+tq1 n1n1 012 mm 719 mm 80 film 47 mm ?11" ?nna., AIM, a.11," 2.55" /Q nun x112 min 105 mm 65 mm 3h- MIAN)" 41.70" 5.14^ 2.85~ I)IM mm o I'I non 10544 mm 111 1nm 7: mm PIPP. INsrnE OUT$IDF, PITCH, CORRUGATION DIAMETER P HEIGHTS. H SIZEUTA?-1b;rER 42" 41,4n" 447.71r 5,19" 1050111111 1052 111n1 1212 uun 132 n1m X0 mm 4r 17.60' 53.6w 515" Mxr 1700 mm . '60" 1209 mm 1,161 mm 113 mm 76 mm 59.50" 6100•' 66,30" 1501) nun 1511 min 16641min 152 nun N61nm File: N-12 Pipe Spec Date: November 1999, Revised August 2002 09/12/2006 TUE 17:23 FAX 206 682 1611 NATIONAL WATERWORKS Z 004/005 This specification applies to high -density polyethylene corrugated pipe with an integrally formed smooth interior for leachate collection. This specification is applicable to nominal sizes 4-36 inch diameter. Leachate collection pipe shall meet or exceed all the requirements of AASHTO M 252 or AASHTO M 294, current edition. Minimum parallel plate pipe stiffness values for leachate pipe shall be as specified in the table below. in psi kWmz 4" 100 70 485 6" 150 65 450 a" 200 60 415 10" 250 50. 345 12" 300 50 345 16" 375 42 290 18" 450 40 275 29 600 34 235 30" 750 28 195 36' 900 22 150 The nominal size for the pipe and fittings is based on the nominal Inside diameter of the pipe. Corrugated Fittings may be either molded or fabricated. by the manufacturer. Fittings supplied by manufacturers other than the supplier of the pipe shall not be permitted without the approval of the Project Engineer. _Installation shall -be -in accordance-withAST1UHecommended-PracWe Q2321,--or-as-showr4-onthe- — -- - --- project plans. A manufacturer's certification that the product complies with the requirement of the applicable specification shall be fumished to the Project Engineer upon request. 3300 RIVERSIDE DRIVE COLUMBUS, OH 43221 (6161457.30S1 h"p:/twww.ADS-plpe.eom r bi —•1 V Gary Merlino Construction Co. SUBMITTAL NO.9-03.12(3) 9125 loth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 i'ITLE: Pipe Bedding PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO STONEWAY MC RENTON DC REQUIRED START: 9/26/2006 REQUIRED FINISH: 10/3/2006 DAYS HELD: 1 DAYS ELAPSED: 4 DAYS OVERDUE: -7 RETURNED BY FORWARDED TO RENTON DC STONEWAY MC Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date Held Elapsed 001 Pipe bedding 9/22/2006 9/25/2006 NEW 6 6 1 4 Please review the attached product data. Expedition O 4 100 so - 80 - so - %Passing 50 - 40 - 30 - 20 10 - 0 1-1/2" STONEWAY ROCK & RECYCLING State Pit A-512 Aggregate Gradation Date: 8/30/2006 Gravel Backfill for Pipe Zone Beddin_g WSDOT 9-03.12(3) Sieve Size % Passing 1-1/2" 100 1" 100 5/8" 100 #4 61 #40 19 #200 4 Min. Max. 100 100 75 100 50 100 20 80 3 24 0 10 % Passing Gradation --------------------------- ------ -------------------- 1" 5/8" #4 #40 Sieve Size �O - % Passing —r Min. ---*--Max. �� - #200 Gary Merlino Construction Co. 61-13 SUBMITTAL NO.7-17.3(1)D 9125 10th Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Foundation Material PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO GL MM RENTON DC REQUIRED START: 10/4/2006 REQUIRED FINISH: 10/11/2006 DAYS HELD: 0 DAYS ELAPSED: 0 DAYS OVERDUE: -7 RETURNED BY FORWARDED TO RENTON DC GL MM Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date Held Elapsed 001 Quarry Spalls 10/4/2006 10/4/2006 NEW 6 6 0 0 Please review attached pipe foundation material data. Expedition GLACIER N O R T H W [ f T 400 90 80 70 C' 60 - N W /v a 50 c m U a 40 30 20 -- 10 — a — _ 4' 7 - • -8520 100 i—*— Product # 8520 (Crushed 2" x 4" Quarry Spalls) Glacier Northwest, Pit #QS-CA-8 June 2006 Averages 3" ' 2 112" - 82.2 64_2 —I} Sieve Size b z-14 Gary Merlino Construction Co. SUBMITTAL NO.9-03.14(1) 9125 loth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Gravel Borrow PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO STONEWAY MC RENTON DC REQUIRED START: 9/26/2006 REQUIRED FINISH: 10/3/2006 DAYS HELD: 0 DAYS ELAPSED: 4 DAYS OVERDUE: -7 RETURNED BY FORWARDED TO RENTON DC STONEWAY MC Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date Held Elapsed 001 Gravel Borrow 9/22/2006 9/26/2006 NEW 6 6 0 4 Please review attached product information. 0 Expedition 100 17 90 - 80 - 70 - 60 - Passing 50 - 40 - 30 - 20 - 10 - 0 1-1/4" 1" 5/8" #4 #40 Sieve Size �- %Passing —*—Min. —0— Max. A- STONEWAY ROCK & RECYCLING StatePit QS-A-183 Aggregate Gradation Date: 6/16/2006 Crushed Recycled Concrete/Asphalt Crushed Surfacing Base Course WSDOT 9-03.90 Sieve Size % Passin 1-1 /4" 100 " 1" 100 5/8" 76 - #4 41 #40 13 #200 3 Min. Max. 100 100 80 100 50 80 25 45 3 18 0 7.5 % Passing Gradation ------------------------------------------- ---- .-------------------------------------- ` -- -------------------------------- ----------`- ----------------------------- ---------------i -------------------------- ----------------`------------ -------- ----= ------ --- ------------------ --- ` \- ---------------------- ` �� ---------------------------- b #200 SE=51 Bi-1s Gary Merlino Construction Co. SUBMITTAL NO.4-04.2.1 9125 loth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Crushed Surfacing Material PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO STONEWAY MC RENTON DC REQUIRED START: 9/26/2006 REQUIRED FINISH: 10/3/2006 DAYS HELD: 0 DAYS ELAPSED: 4 DAYS OVERDUE: -7 RETURNED BY FORWARDED TO RENTON DC STONEWAY MC Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date HeldElapsed 001 Crushed Top Course 9/22/2006 9/26/2006 NEW 6 6 0 4 Please review attached product information. Expedition c STONEWAY ROCK & RECYCLING StatePit QS-A-183 Aggregate Gradation Date: 07-24-06 Crushed Recycled Concrete/Asphalt Crushed Surfacing Top Course Sieve Size % Passin 3/4" 100 1 /2" 94 #4 #40 Lid #200 WSDOT 9-03.9f31 0� 0� % Passing Gradation Gary Merlino Construction Co. SUBMITTAL NO.4-04.2.0 9125 loth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Crushed Surfacing Material PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO STONEWAY MC RENTON DC Revision No., ,' Description /Remarks Received Sent 001 Crushed Base Course 9/22/2006 9/26/2006 Please review attached product information. REQUIRED START: 9/26/2006 REQUIRED FINISH: 10/3/2006 DAYS HELD: 0 DAYS ELAPSED: 4 DAYS OVERDUE: -7 RETURNED BY FORWARDED TO RENTON DC STONEWAY MC Drawing Returned Forwarded Status Sepias Prints Date HeldElapsed NEW 6 6 0 4 Expedition STONEWAY ROCK & RECYCLING StatePit QS-A-183 Aggregate Gradation Date: 6/16/2006 Crushed Recycled Concrete/Asphalt Crushed Surfacing Base Course WSDOT 9-03.9(3) Min. Max. 100 100 80 100 50 80 25 45 3 18 0 1 7.5 20-------------------------- - - - - -- -----r------------- 10--------------------------------------------+--- -- b 0 1-1/4" 1" 5/8" #4 #40 #200 Sieve Size - % Passing — 0 Min. —0 . Max. - SE=51 Gary Merlino Construction Co. 6 17_ (G SUBMITTAL NO.5-04.1 9125 1Oth Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Asphault Concrete Pavement PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON REQUIRED START: 10/4/2006 REQUIRED FINISH: 10/11/2006 DAYS HELD: -7 DAYS ELAPSED: 0 DAYS OVERDUE: -7 RECEIVED FROM SENT TO RETURNED BY FORWARDED TO GL MM RENTON DC RENTON DC GL MM Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date Held Elapsed 001 Asphault Concrete Pavement 10/4/2006 10/11/2006 NEW 6 6 -7 0 Please review product data. E,;emeon :r Illn At. LL. LVVV IL1VTIit? • ►ui.rr... .,l..., ' W-08-9000 08IS2 ah NSDOT..'KATERIAL9 1flg Boo 708.9675 h;v� �ashttsgoa State De mabt, bf Tr=Rmrtatiim - N)at"'inis %mbQ ato ' maik '47368 101yut4a / 16b5' a -2nd ,Avi• Ttw3Epr, f. 9(A 99904»,7365 TUT OVi A-C-P..JOB NITS DR810 Tu"11 A AM- D" LAB ID NO: 0000329501 Mrm SAMPLED: 01/16/2006 .' " ; ' TYtAvb'Ml'1"1'AL X01 32900Z MATS RBOVD HOSt OWS/2006 �,, 7^. L43:9 Tfl No: 06102o Etc mot %a �' V) 57D tTBM NO I A,PIr<8 SOCT1ON.- NVAWM TO I9 1�tI/NI1O/yipp -♦�•!r1'��'w�r�_*-*-*r�..♦tr�_!-�DCiMfG�P ��POS�J!•.►r.l-t-r.,wr'iw'r-A..#-+..t-!_1Mwi�1 MAW1: 3/411-3/9N 90um s t A-477 Aatiol 20.0 6 3/8+4-0 azam am A-477 A-477 6e.0 t 12.0 $ Combined spegiff aatiow 10 01k ••• 200.0 100.0 :100:G 10D 3/4 100.0 100.0 LOO.D ", 100 log 112 09.6 100.0 ItCta.' ' 98 ee 90-100 3/8 30.9 97.9 1D0;•0 4 610 .63..49 1D0 .:0'':;. ".:., r'' $6 46-SG 10 4-2 34.7 90.0 37 • 30-42 40 2.9 .. •. Y4 - a . , �29.0 I .. �� . i4 .1.1-24 ao0 2.10 „ . .6.160 iliac; , 3.0 37 rRw*.,!-�..*r�'..t-l.tr-1•..i'-!�#..�'wLASCiR1lTOR8 AOtA'GY9i5-�-'p-N'r*�lrT_f->tr*w�'w�ri-Sr�'-'!} Aeph 4r by We of Total 4.3 448 9.2. 5,7 6.1• 6.5 Stibilameter Neu Value'9 41. 29 37 39 oaheleicater IV value l3i''• 194 " `' 7®0 LB8 S94 234 Daaeity (lba/'etf : 140.e 142;6 3.43,2 149.2 145.0 147.4 4 Voids - Voles In X.ix: .."9; 3 ` �-: 7.6 9.5 CS 9 ; 0 1.6 4 va4,da LA Mluara l ago! , 3 C V 17.7 174 27.0 ilia 16.4 H= Dema1tty iraza Rim. 254 - 9 S52.7 VU.1, . 7 151.4 r*r�r*r'lf L7►_�1.#_rr!_M�>t_+JA'1°17�rt S"rRZPP� RYALt1ATIQl�;-s.1�MTr*��r!-lr�tr�_e..+:_'�_ ,,0.`OREI O.Obt 0.174 0.33* 0-0139 U.S. OIL viersal �Appeaxnna®: 6tiI8BT` 9LIGM vtdt 4: Retained Strength: 111 < ;: 92 93 9e eo • 4 - -- VivulA A;ipeararpoe szzww.. mm v ATE 4. Ratabod st" 77•�� 87 6-9• Iva 90 V/,7,6 LJ L! V 1.113 � 0 0 0 .': �M�@T UA NO o y .��r�-�-lr*w!_�•_*r-�A �..■_�..�rSrNr +'I.���_RwR_*-�A�_.I rl.'.I l.w �-�_*.�rt r't r� D.s,' 4xL DdUb7 = Al:�lsalt �r tatel rotas) 6-.'0 6.0 Grade 09 ABpf alk F'G6!ly22 p664-22 9 AU s $Cwip' (by .:vt 693 •) a. sht, CIO 06 Type of Afti Strip TTP-5000 iip-5000 Max. 'DowiLy lba/d1:' Kwns Tampentun 306 T.b it's i :.3.13 To 321, r rcMitS=.Ftade Correction FILOIZT):: ' 11.402 ngF01MT'ZCXU .ONLY) • Mt�i Ib bTttl�ffit: 6I51? � ►. , 6191i0 �Mm�e �� Cm 1. rs� AH oOOv! ■eAUgeOaplgPi-��.rf �� C1 �ir.�e=ANC!/AMN�AIItA Cao OCR �eia.s�a�s�-r..o $eae{Quaztetg x1013 +1, Materials mLe x Z166wa'. BitumiWOuS 9e on+,,,_x x'172"1. TROMS S. 9.11. Regioua iPorttLa..t .:1175- Materiol.a.5ngiaa®r ConstzuatLon• 41. x , ; • , Y:_ < lay: Deems M. Dutfy, Materialp g7�-`�4ti x (360), 709-6.420 FBI V. C'A_C& DatA>t Q3/06/a006 ZO 'd ZZ9Z£I£5Z6 'ON XH2 Se�a49npul 8pisap 7 Ili 66 � 80 3111, 900Z-8Z-�( 82/10/28es 09;15 2539461383 WaahijaStorL t ICON MATERIALS PAGE 02 Sate flQ a .....^.,.._. I .tt! l%v. JVV Vie ./ I J PO BOX 47365 'Oi}-1•f 1555 9B2a4 Ave02 *cira�eiI �Ae abo a736S � BITUI�iIN0�T3 SECTION TEST RBMRT =.^2' O :1„ C. P. J OE MIR D73S.Tgx CLASS A AM B WORK ORDER $0; 006757 DATE PLr17: 12/22/1004 LAB xb NO: 0000289257 FQS! 12/23/4004 r-- Tp-k"NITTAL NDs 209257 0 _f;rl X1X ID M; Q51173 RCTI • BID Tnx Ails MAY -�8 31778 STR,BBT ROV DTRECT ACCESS f CONTRACTOR'S * ^ Nit / l . 1 y 10 90U=e : A ' S'" 0 Ratio; 2 SQS0.0 $ 19, 1do.0 100.0 00.0 12, 83.0 9.3 26.ID 0.0 4.7 2.0 G.2 2 3.6 .0 0.4 2.92.00 9ta'bslotaeter Wt otpTatal M P, Cohesioo�neter Rca value., i DenBitr Qbs/C£) value., S Voids - V011mae in Mix: $ iVo'de in Min=al Agg _Max^Derw*tY from Rice.. d"RON $ Rets�dpstre g h; V.S.OTL Visual Appearance $ Retained stzangth P66�4- 0:2 ARR.-CIA , 114 To 324 F 155.5 19n1ti.on 012zMace Co� ection Factor. 3p8 TO 3, MIX ID NUMER: szz�3 (0.58 INFORM I Rxe� bi'KWU SAria =*inad A-464 p Specifications 20.0 $ ICON r 141B HII* 100.0 1.00 100.0 1QO 100.0 100 100.0 81 90-200 98.0 75-90 68.o 55 46-66 26.0 33 30-4.2 2.00 14 11-24 ORA'7.ORY ANi�TIXSzB-*.*.�!-*�4,.•2i_ 3-7 : 4.3 4.8 5.2 9.7 6.1 6.5 4a 42 _ 9 137 159 40 44 14 22 147.0 147.7 130.,1 150.9 i51.6 161.3 5,4 3.2 2.0 0.9 0.4 C9 15,7 14.7 14.7 14.7 15.3 TTMiiH S 156.1 '155.3 154.5 0 1/4& 1/2ik 3/44r 3$ SU HE �ozv 66 p 96 92 NObiB 93 SirICfFIT � � NC}id$ 50 7A g6 V016F'' Nowa TESORO Visual 92 $ Retained Stre gth SZTcx7c Supplier -1 Asphalt (by total MIX) RICHMOND BSA= Grade of Asphalt - +,,a2 PCi6 $ Anti. Strip (by wt aeph) aG4 Type of ArAt1 strip AiZfi0.2S Max. DenFitx lbs/cf 15MA 65Q0 X'x-'Dc9 TanWerattire te D OWN NOW ATONE 108. 116 !!1 'TzbQRO ,,� •T5SC1lt0 5.1 P064-22 O.ZS Akin -MA$ 6500 z97 To 307 F Headquarters: T1S0^!m--��r�►��y�m�,�....._o,�,�r �=��,�=a�R�p Materials File Bituminous Ragi.oa: Northwamt X Ti72-2 THOMAS E.C�Mns aterzuction 4%1 � T175' Ma:erial•s Engineer7(�1 zeC, CUxE33gr�"'"91Tx ay: De=ls M. Muff x(2) Da6O) 709-3420 te:01/2Q/2005 / ; .. Cam,,..-• Headquarters: T1S0^!m--��r�►��y�m�,�....._o,�,�r �=��,�=a�R�p Materials File Bituminous Ragi.oa: Northwamt X Ti72-2 THOMAS E.C�Mns aterzuction 4%1 � T175' Ma:erial•s Engineer7(�1 zeC, CUxE33gr�"'"91Tx ay: De=ls M. Muff x(2) Da6O) 709-3420 te:01/2Q/2005 / ; .. Cam,,..-• Gary Merlino Construction Co. 4 x - 1 1-, SUBMITTAL NO.9.01.1 9125 10th Ave. S. Phone: 206-658-1105 Seattle, WA 98108 Fax: 206-658-1104 TITLE: Standard Concrete Material PROJECT: Renton Ave S Storm System DRAWING: STATUS: NEW BIC: RENTON RECEIVED FROM SENT TO STONEWAY FC RENTON DC REQUIRED START: 9/26/2006 REQUIRED FINISH: 10/3/2006 DAYS HELD: 1 DAYS ELAPSED: 4 DAYS OVERDUE: -7 RETURNED BY FORWARDED TO RENTON DC STONEWAY FC Revision Drawing No. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints Date Held Elapsed 001 Standard Concrete Material 9/22/2006 9/25/2006 NEW 6 6 1 4 Please review attached product information for the following Stoneway mixes: mix #6530 - 4000 psi King County Class AX 3/4 mix #6003 - 4000 psi 6sk Air Performance Design CA mix # 501 - 70 psi 501b Cement CDF mix #6000 - 4000 psi 6sk Performance Design CA Expedition Gary Merlino Construction 9125 10th Avenue South Seattle WA, 98108 Project: City of Renton - Renton Ave S. to S 3rd Dear Sir/Madam: 1915 MAPLE VALLEY HWY RENTON, WA 98055 OFFICE- (425)226.1000 FAX:(425)228 - 4924 In accordance with your request, we are submitting the following mix design(s) for the above project Mix Code Number Plant Description Date Issued: 09/21/2006 Use 6530 11 Seattle 4000psi King County Class AX 3/4 6.5SK Sidewalks, Driveways, Curb & Gutter 6530 14 Houser 4000psi King County Class AX 3/4 6.5SK Sidewalks, Driveways, Curb & Gutter 6003 11 Seattle 4000 psi 6sk Air Performance Design CA 6SK Sidewalks, Driveways, Curb & Gutter 6003 14 Houser 4000psi 6sk Air Performance Design CA 6SK Sidewalks, Driveways, Curb & Gutter 501 11 Seattle 70PSI 50Lbs Cement CDF Tailgate CDF 501 14 Houser 70PSI 501-bs Cement CDF Tailgate CDF — 6000 11 Seattle 4000psi 6sk Performance Design CA 6SK non air - manholes 6000 14 Houser 4000psi 6sk Performance Design CA 6SK non air - manholes A structural concrete statistical analysis report, based on mix design performance in the field, is included for your review, along with mix design proportions. This report is in accordance with ACI 318-02 specifications. Stoneway concrete warrants (as its exclusive warranty) the compressive strength of test specimens tested for acceptance in accordance with ASTM will meet the design strength for each mix design. The historical mix design strength test data represents the results of compressive tests of concrete specimens, not the strength of concrete in place. Because Stoneway Concrete does not control the means and methods of placement, it does not accept responsibility for the workability, strength of in place concrete or for concrete test specimens not tested in accordance with ASTM. If requested, Stoneway Concrete is prepared to recommend modifications to this proposed mix design to take into consideration the contractor's means and methods, subject to appropriate price adjustments. Stoneway Concrete requests copies of concrete compressive strength test results within three (3) working days of performance of said tests and written notice of deficient concrete compressive strength test results within 24 hours in accordance with our standard terms and conditions and in accordance with ASTM C 94-94a, Section 14.4. Stoneway Concrete does not profess to be a licensed architect, civil engineer or structural engineer. Accordingly, any advice or specifications supplied by Stoneway Concrete shall be used at the sole risk of those requesting or receiving the same. Stoneway Concrete assumes no responsibility for the design or construction of any structure in which its products are used. Any review of plans, specifications building applications or production applications by Stoneway Concrete is not to be construed as approval thereof by Stoneway Concrete. Sincerely, STONEWAY CONCRETE Felix Chandre Manager of Research and Development 1992 - 2006 Digital Site Systems, Inc. Paget Quadrel iService SM Date Issued: 9/21/2006 Supplier: Stoneway Concrete Customer: Gary Merlino Construction Mix Code must be used when ordering concrete. c Project: City of Renton - Renton Ave S. to S Plant: 11 Seattle Mix ID: ARIZA Stoneway Concrete whsra Quality Counts 1915 MAPLE VALLEY I-IWY RENTON, WA 98055 OFFICE(425)226-1000 FAX:(425)228 - 4924 Usage: 6.5SK Sidewalks, Driveways, Cur Material Source Description ASTM Spec. Gravity OZ. Weight(lb) Coarse Aggregate Glacier Pit # B-335 AASHTO #57 (3/4) C33 2.67 1,815 Fine Aggregate Glacier Pit # B-335 Classl-State Sand C-33 2.63 1,338 Type I_R Ashgrove Type 1-II C150 3.15 610 Type A Water Reducer W.R. Grace WRDA-64 C494 1.21 18.3 Air Entrainer W.R. Grace Daravair 1000 C260 1.10 3.5 City City Water C94 1.00 230 Specified F'c : Specified Slump: Specified Air: Designed Air: 4,000 PSI 4.00 To 5.00 in. 3.50 To 6.50 % 5.0 % Designed Unit Weight: Designed W/C + P Ratio: Designed Volume: TOTAL 146.9 0.38 27.18 3,993 lbs./cu.ft. cu.ft. NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: " Approval of the structural engineer of record is required prior to job use ' The maximum slump for this mix design is 5" at the truck chute. Felix Chandre Manager of Research and Development 1992 - 2006 Digital Site Systems, Inc. Page3 Quadrel iService SM s. Stoneway Concrete Date: 9/21/2006 Where Qualify Counfs 1915 MAPLE VALLEY HWY RENTON, WA 98055 OFFICE(425)226-1000 FAX:(425)228-4924 Mix Name: 6530 Units: US PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI 7500 7000 6500 6000 5500 5000 4500 4000 3500 3000 2500 7500 7000 6500 6000 5500 5000 4500 4000 3500 3000 2500 0 100 200 300 400 500 600 700 Maturity Hours 2.00 1.50 1.00 0.50 0.05 0.04 0.03 0.01 0.00 _.nnulwllt.lul �0.00 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 8500 PSI 95% of tests lie above cross -hatched area STRENGTH SUMMARY, Compression 4" x 8" Strengths No. Of Avg Avg Avg 7 Avg 28 Avg 56 Accept Std ACI318 Tests ---------------------------------------------------------------------------------------- Slump Air Day Day Day Age Dev Req'd 5 3.90 6.20 4900 6130 28 5200 DETAILED STRENGTH, Compression 4" x 8" Mix Batch Date Plant Slump Spread Flow Air Strengths Number ------------------------------------------------------------------------------------------------- Number 7 Day 28 Day 56 Day 6530 236611 12/14/2001 11 Seat 3.00 6290 6530 371518 12/11/2003 11 Seat 3.75 5580 7250 6530 435782s 8/18/2004 11 Seat 4.25 7.00 4550 5670 6530 436289s 8/19/2004 11 Seat 4.50 5.40 5050 6170 6530 680839 7/18/2006 11 Seat 4.00 4400 5270 1992 - 2006 Digital Site Systems, Inc. Page4 Quadrel iService SM Date Issued: 9/21/2006 Supplier: Stoneway Concrete Customer: Gary Merlino Construction Mix Code must be used when ordering concrete. Project: City of Renton - Renton Ave S. to S Mix ID: fir,,4n Plant: 14 Houser Stoneway Concrete Where Quality Counts 1915 MAPLE VALLEY HWY RENPON, WA 98055 OFFICE(425)226-1000 FAX:(425)228 - 4924 Usage: 6.5SK Sidewalks, Driveways, Cur Material Source Description ASTM Spec. Gravity OZ. Weight Ib Coarse Aggregate Icon Pit# A-464 AASHTO #57 (3/4) C33 2.69 1,842 Fine Aggregate Icon Pit# A-464 Class 1 State Sand C-33 2.60 1,313 Type I-H Ash Grove Type 1-11 C150 3.15 610 Type A Water Reducer W.R. Grace WRDA-64 C494 1.21 18.3 Air Entrainer W.R. Grace Daravair 1000 C260 1.10 3.5 City City Water C94 1.00 230 Specified F'c : Specified Slump: Specified Air: Designed Air: 4,000 4.00 To 5.00 3.50 To 6.50 5.0 PSI in. % % Designed Unit Weight: Designed W/C + P Ratio: Designed Volume: TOTAL 3,994 146.9 lbs./cu.ft. 0.38 27.20 cu.ft. NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: * Approval of the structural engineer of record is required prior to job use * The maximum slump for this mix design is 5" at the truck chute. Felix Chandre Manager of Research and Development 1992 - 2006 Digital Site Systems, Inc. Page5 Quadrel iService SM Stoneway Concrete Date: 9/21/2006 There Qualify Counts 1915 MAPLE VALLEY HWY REN'TON, WA 98055 OFFICE.(425)226-1000 FAX:(425)228-4924 Mix Name: 6530 Units: US PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI 7000 6500 6000 5500 5000 4500 4000 3500 3000 ?Fnn .III 1 _OW ' a t sru vq r c } IXr> y t rt ";� t 0.76 III I I r 'a s 3�'s c s i 0.57 11 3hx s i n r 34fr Fla Lj kit x x to g x z a4 t a yt�2 �z �zv e t 1 11� Ytk k y v t ' Gn€ iy 1 III{a �{,irJ xs g. € a K- 11 1 Illy ag v k%'' rxts� Q{ � s`%31RFn F`�'' 3"M ys �- k,::'=.V �: #�. `-=ty. �+.t 34 S`*t—'r7-.'5:.: ■ ■ 0 100 200 300 400 500 600 700 --- V V6000 6050 6100 6150 6200 6250 6300 6350 6400 6450 6500 yV Maturity Hours PSI 95% of tests lie above cross -hatched area DETAILED STRENGTH, Compression 4" x 8" Mix Batch Date Plant Slump Spread Flow Air Strengths Number Number 7 Day 28 Day 56 Day ------------------------------------------------------------------------------------------------- 6530 164 12/11/2001 14 Hous 4.00 4850 6460 1992 - 2006 Digital Site Systems, Inc. Page6 Quadrel iService SM 0 Date Issued: 9/21/2006 Supplier: Customer: Project: Mix ID: Stoneway Concrete Gary Merlino Construction Mix Code must be used when ordering concrete. City of Renton - Renton Ave S. to S Plant: 11 Seattle Stoneway Concrete Where Quality Counts 1915 MAPLE VALLEY HWY RENTON, WA 98055 OFFICE(425)226-1000 FAX:(425)228 - 4924 Usage: 6SK Sidewalks, Driveways, Curb & Material Source Description ASTM Spec. Gravity oz. Weight(lb) Coarse Aggregate Glacier Pit # B-335 AASHTO #57 (3/4) C33 2.67 1,942 Fine Aggregate Glacier Pit # B-335 Concrete Sand C33 2.63 1,226 Type I -II Ashgrove Type 1-II C150 3.15 564 Type A Water Reducer W.R. Grace WRDA-64 C494 1.21 28.2 Air Entrainer W.R. Grace Daravair 1000 C260 1.10 3.0 City ' City Water C94 1.00 240 Specified F'c : Specified Slump: Specified Air: Designed Air: 4,000 PSI 4.00 To 5.00 in. 3.50 To 6.50 - % 5.0 % Designed Unit Weight: Designed W/C + P Ratio: Designed Volume: TOTAL 3,972 146.1 lbs./cu.ft. 0.43 27.19 cu.ft. NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the project arch itect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: • Approval of the structural engineer of record is required prior to job use • The maximum slump for this mix design is 5" at the truck chute. Felix Chandre Manager of Research and Development 1992 - 2006 Digital Site Systems, Inc. Pagel Quadrel iService SM Stoneway Concrete Date: 9/21/2006 Ar Inhere Quality Counts 1915 MAPLE VALLEY HWY RENTON, WA 98055 OFFICE (425)226-1000 FAX: (425) 228-4924 Mix Name: 6003 units : US PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI 7500 7000 6500 6000 5500 5000 4500 4000 3500 3000 2500 100 200 300 400 500 600 Maturity Hours rZ)uu 7000 6500 6000 5500 5000 4500 4000 3500 3000 2500 700 6.00 5.00 4.00 3.00 2.00 1.00 0.00 3000 4000 5000 6000 7000 8000 PSI 95% of tests lie above cross -hatched area 0.04 0.04 0.03 0.02 0.01 0.01 -' 0.00 9000 STRENGTH SUMMARY, Compression 4" x 8" Strengths No. Of Avg Avg Avg 7 Avg 28 Avg 56 Accept Std ACI318 Tests ---------------------------------------------------------------------------------------- Slump Air Day Day Day Age Dev Req'd 19 4.72 4.33 4570 5730 28 900 5800 DETAILED STRENGTH, Compression 4" x 8" Mix Batch Date Plant Slump Spread Flow Air Strengths Number ------------------------------------------------------------------------------------------------- Number 7 Day 28 Day 56 Day 6003 181784s 1/3/2001 11 Seat 3.75 2.70 4760 6370 6003 211658 7/6/2001 11 Seat 4.00 3710 4520 6003 220658 8/7/2001 11 Seat 7.00 8.00 2810 3500 6003 007 10/26/2001 11 Seat 4.00 3980 5360 6003 242021 2/6/2002 11 Seat 5.50 3530 4890 6003 856 2/14/2002 11 Seat 4.00 4340 5710 6003 380607 2/4/2004 11 Seat 4.00 4.00 4480 5440 6003 528968 6/10/2005 11 Seat 4.00 3.00 5960 7120 6003 532517 6/21/2005 11 Seat 4.00 4.00 5990 7060 6003 534785 6/27/2005 11 Seat 4.75 3.80 5000 6470 6003 535710 6/29/2005 11 Seat 4.00 4.20 5810 6490 6003 536429 7/l/2005 11 Seat 6.00 4.90 4690 5870 6003 652111 5/8/2006 11 Seat 5.00 4550 5630 6003 653115 5/10/2006 11 Seat 6.00 4750 6260 6003 656916 5/16/2006 11 Seat 5.50 4210 5200 6003 679592 7/14/2006 11 Seat 3.00 5520 6500 6003 681936 7/20/2006 11 Seat 5.00 3750 5210 6003 683271 7/24/2006 11 Seat 5.25 4890 6130 6003 686588 7/31/2006 11 Seat 5.00 4060 5110 1992 - 2006 Digital Site Systems, Inc. Page8 Quadrel iService SM Date Issued: 9/21/2006 Supplier: Stoneway Concrete Customer: Gary Merlino Construction Mix Code must be used when ordering concrete. Project: City of Renton - Renton Ave S. to S Mix ID: Rnn,% Plant: 14 Houser Stoneway Concrete Where 2uahty Counts 1915 MAPLE VALLEY HWY RENrON, WA 98055 OFFICE-(425)226-1000 FAX: (425) 228 - 4924 Usage: 6SK Sidewalks, Driveways, Curb & Material Source Description ASTM Spec. Gravity oz. Weight(lb) Coarse Aggregate Icon Pit# A-464 AASHTO #57 (3/4) C33 2.69 1,969 Fine Aggregate Icon Pit# A-464 Class 2/Concrete Sand C33 2.60 1,202 Type I-H Ash Grove Type 1-11 C150 3.15 564 Type A Water Reducer W.R. Grace WRDA-64 C494 1.21 28.2 Air Entrainer W.R. Grace Daravair 1000 C260 1.10 3.0 City City Water C94 1.00 240 Specified F'c : Specified Slump: Specified Air: Designed Air: 4,000 4.00 To 5.00 3.50 To 6.50 5.0 PSI in. % % Designed Unit Weight: Designed W/C + P Ratio: Designed Volume: TOTAL 146.1 0.43 27.20 3,975 lbs./cu.ft. cuff NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: * Approval of the structural engineer of record is required prior to job use * The maximum slump for this mix design is 5" at the truck chute. Felix Chandre Manager of Research and Development 1992 - 2006 Digital Site Systems, Inc. Page9 Quadrel iService SM Stoneway Concrete Date: 9/21/2006 Where Qualify Counts 1915 MAPLE VALLEY HWY RENTON, WA 98055 OFFICE: (425) 226-1000 FAX:(425)228-4924 Mix Name: 6003 Units: US PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI 6000 5500 5000 4500 4000 3500 100 r-rY Z_ ( _ 200 300 400 500 600 6000 5500 5000 4500 4000 3500 700 3.00 2.50 2.00 1.50 1.00 0.50 000 0.07 0.06 0.05 0.04 0.02 0.01 0.00 3500 4000 4500 5000 5500 6000 6500 7000 7500 Maturity Hours PSI 95% of tests lie above cross -hatched area STRENGTH SUMMARY, Compression 4" x 8" Strengths No. Of Avg Avg Avg 7 Avg 28 Avg 56 Accept Std ACI318 Tests ---------------------------------------------------------------------------------------- Slump Air Day Day Day Age Dev Req'd 4 4.56 .00 4070 5500 28 5200 DETAILED STRENGTH, Compression 4" x 8" Mix Batch Date Plant Slump Spread Flow Air Strengths Number ---------------------------------------------------------------------------------------------- Number 7 Day 28 Day 56 Day 6003 136407 4/19/2000 14 Hous 3.50 4080 5610 6003 145349 6/2/2000 14 Hous 4.00 4880 5920 6003 213905 7/20/2001 14 Hous 4.25 3550 4690 6003 666165 6/8/2006 14 Hous 6.50 3760 5770 1992 - 2006 Digital Site Systems, Inc. Page 10 Quadrel iService SM Date Issued: 9/21/2006 Supplier: Stoneway Concrete Customer: Gary Merlino Construction Mix Code must be used when ordering concrete. Project: City of Renton - Renton Ave S. to S Mix ID: xmi Plant: 11 Seattle Stoneway Concrete Where Quality Counts 1915 MAPLE VALLEY HWY RFNFON, WA 98055 OFFICE (425)226-1000 FAX:(425)228 - 4924 Usage: Tailgate CDF Material Source Description ASTM Spec. Gravity oz. Weight(lb) Fine Aggregate Glacier Pit # B-335 Concrete Sand C33 2.63 3,030 Type I-H Ash Grove Type 1-11 C150 3.15 50 Air Entrainer W.R. Grace Daravair 1000 C260 1.10 10.0 City City Water C94 1.00 350 TOTAL 3,430 Specified F'c : 70 PSI Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 127.0 lbs./cu.ft. Specified Air: 5.00 To 10.00 % Designed W/C + P Ratio: 7.00 Designed Air: 10.0 % Designed Volume: 27.02 cu.ft. NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (le. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: * Approval of the structural engineer of record is required prior to job use Felix Chandre Manager of Research and Development 1992 - 2006 Digital Site Systems, Inc. Page ll Quadrel iService SM Date Issued: 9/21/2006 Supplier: Stoneway Concrete Customer: Gary Merlino Construction Mix Code must be used when ordering concrete. Project: City of Renton - Renton Ave S. to S Mix ID: Rn1 4 Plant: 14 Houser Stoneway Concrete Where Quality Counts 1915 MAPLE VALLEY HWY RENTON, WA 98055 OFFICE (425)226-1000 FAX:(425)228 - 4924 Usage: Tailgate CDF Material Source Description ASTM Spec. Gravity oz. Weight(lb) Fine Aggregate Icon Pit# A-464 Class 2/Concrete Sand C33 2.60 3,000 Type I-11 Ash Grove Type 1-II C150 3.15 50 Air Entrainer W.R. Grace Daravair 1000 C260 1.10 10.0 City City Water C94 1.00 350 TOTAL 3,400 Specified F'c : 70 PSI Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 125.7 lbs./cu.ft. Specified Air: 5.00 To 10.00 % Designed W/C + P Ratio: 7.00 Designed Air: 10.0 % Designed Volume: 27.05 cu.ft. NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: ` Approval of the structural engineer of record is required prior to job use Felix Chandre Manager of Research and Development 1992 - 2006 Digital Site Systems, Inc. Page12 Quadrel iService SM Date Issued: 9/21/2006 Supplier: Stoneway Concrete Customer: Gary Medino Construction Mix Code must be used when ordering concrete. Project: City of Renton - Renton Ave S. to S Mix ID: Annn Plant: 11 Seattle Stoneway Concrete Where Quality Counts 1915 MAPLE VALLEY HWY RENTON, WA 98055 OFFICE: (425)226-1000 FAX:(425)228 - 4924 Usage: 6SK non air - manholes Material Source Description ASTM Spec. Gravity oz. Weight(lb) Coarse Aggregate Glacier Pit # B-335 AASHTO #57 (3/4) C33 2.67 1,914 Fine Aggregate Glacier Pit # B-335 Concrete Sand C33 2.63 1,393 Type I -II Ashgrove Type 1-11 C150 3.15 564 City City Water C94 1.00 250 TOTAL 4,121 Specified F'c : 4,000 PSI Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 151.5 lbs./cu.ft. Specified Air: 1.30 To 1.30 % Designed W/C + P Ratio: 0.44 Designed Air: 1.3 % Designed Volume: 27.19 cu.ft. NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the project arch itect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: Approval of the structural engineer of record is required prior to job use The maximum slump for this mix design is 5" at the truck chute. Felix Chandre Manager of Research and Development 1992 - 2006 Digital Site Systems, Inc. Page 13 Quadrel iService SM Stoneway Concrete Date: 9/21/2006 Where Quality Counts 1915 MAPLE VALLEY HIX'Y REWON, WA 98055 t&o/ OFFICF-(425)226-1000 FAX:(425)228-4924 Mix Name: 6000 units : US PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI 9000 8000 7000 6000 5000 4000 3000 0 1 t t 100 200 300 400 500 600 Maturity Hours 9000 8000 7000 6000 5000 4000 3000 700 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00 0.00 3000 4000 5000 6000 7000 8000 PSI 95% of tests lie above cross -hatched area STRENGTH SUMMARY, Compression 4" x 8" 0.05 0.04 0.03 0.03 0.02 0.02 0.01 0.01 0.00 9000 Strengths No. Of Avg Avg Avg 7 Avg 28 Avg 56 Accept Std ACI318 Tests ---------------------------------------------------------------------------------------- Slump Air Day Day Day Age Dev Req'd 28 4.90 .00 4430 6110 28 870 5560 DETAILED STRENGTH, Compression 4" x 8" Mix Batch Date Plant Slump Spread Flow Air Strengths Number ------------------------------------------------------------------------------------------------- Number 7 Day 28 Day 56 Day 6000 135433 4/14/2000 11 Seat 6.25 5130 6680 6000 136462 4/19/2000 11 Seat 5.50 3780 5270 6000 136981 4/21/2000 11 Seat 6.00 3740 5610 6000 137474 4/25/2000 11 Seat 4.75 4300 5890 6000 139157 5/3/2000 11 Seat 5.25 5170 6660 6000 141610 5/15/2000 11 Seat 5.25 4810 6110 6000 141846 5/16/2000 11 Seat 5.50 4770 6840 6000 142515 5/18/2000 11 Seat 5.75 4410 6420 6000 6003 5/30/2000 11 Seat 5.75 3820 5990 6000 146162 6/7/2000 11 Seat 5.25 4850 7020 6000 152322 7/13/2000 11 Seat 3.00 4180 6100 6000 153204 7/18/2000 11 Seat 5.25 4020 5770 6000 158926 8/17/2000 11 Seat 5.50 4570 6380 6000 163596 9/14/2000 11 Seat 6.00 3740 5470 6000 166558 9/29/2000 11 Seat 5.75 3580 5170 6000 235882 12/10/2001 11 Seat 5.25 4170 6050 6000 10663k 7/24/2002 11 Seat 4.50 5040 6420 6000 10664k 7/24/2002 11 Seat 3.75 5430 6850 6000 262522 8/2/2002 11 Seat 4.00 5160 7460 6000 297073 3/4/2003 11 Seat 5.50 4170 6750 1992 - 2006 Digital Site Systems, Inc. Page14 Quadrel iService SM DETAILED STRENGTH, Compression 4" x 8" Mix Batch Date Plant Slump Spread Flow Air Strengths Number --------------------------------------------------------------------------------------------- Number 7 Day 28 Day 56 Da 6000 303240 3/31/2003 11 Seat 2.75 4080 6130 6000 337079 8/8/2003 11 Seat 4.00 3100 4400 6000 340122 8/20/2003 11 Seat 4.00 3850 5330 6000 394082 3/29/2004 11 Seat 4.00 3430 4790 6000 483681s 1/12/2005 11 Seat 5.00 4150 5100 6000 483686 1/12/2005 11 Seat 4.25 4990 6060 6000 483810 1/12/2005 11 Seat 4.50 4670 5830 6000 596121 12/13/2005 11 Seat 5.00 6840 8560 1992 - 2006 Digital Site Systems, Inc. Page 15 Quadrel iSmice SM Date Issued: 9/21/2006 Supplier: Stoneway Concrete Customer: Gary Merlino Construction Mix Code must be used when ordering concrete. Project: City of Renton - Renton Ave S. to S Mix ID: Rnnn Plant: 14 Houser Stoneway Concrete Where Quality Counts 1915 MAPLE VALLEY HWY RWTON, WA 98055 OFFIC&(425)226-1000 FAX:(425)228 - 4924 Usage: 6SK non air - manholes Material Source Description ASTM Spec. Gravity oz. Weight(lb) Coarse Aggregate Icon Pit# A-464 AASHTO #57 (3/4) C33 2.69 1,941 Fine Aggregate Icon Pit# A-464 Class 2/Concrete Sand C33 2.60 1,366 Type I -II Ash Grove Type 1-II C150 3.15 564 City City Water C94 1.00 250 TOTAL 4,121 Specified F'c : 4,000 PSI Specified Slump: 3.00 To 5.00 in. Designed Unit Weight: 151.5 lbs./cu.ft. Specified Air: 1.30 To 1.30 % Designed W/C + P Ratio: 0.44 Designed Air: 1.3 % Designed Volume: 27.20 cu.ft. NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed, therefore it is the responsibility of the project architect/engineer, and or contractor to insure that the above designed mix parameters of compressive strength, water cement ratio, cement content, and air content, are appropriate for the anticipated environmental conditions (ie. ACI-318 sections 4.1-4.3, and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations. Stoneway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cementitious content, is stated as a minimum, and Stoneway Concrete reserves the right to increase cementitious content. COMMENTS: t Approval of the structural engineer of record is required prior to job use " The maximum slump for this mix design is 5" at the truck chute. Felix Chandre Manager of Research and Development 1992 - 2006 Digital Site Systems, Inc. Page16 Quadrel iService SM Stoneway Concrete Date: 9/21/2006 Where Qualify Counts 1915 MAPLE VALLEY HWY RENTON, WA 98055 OFFICE (425)226-1000 FAX:(425)228-4924 Mix Name: 6000 Units: US PSI Strength and Strength Fit vs Maturity PSI # of Occ. Histogram for 28 Day Strength %/PSI 7000 6500 6000 5500 5000 4500 4000 3500 3000 2500 • J-J- 100 200 300 400 500 600 Maturity Hours 7000 6500 6000 5500 5000 4500 4000 3500 3000 2500 700 2.00 1.50 1.00 0.50 0.05 0.04 0.03 0.01 0.00 ' fi— j 0.00 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 8500 PSI 95% of tests lie above cross -hatched area STRENGTH SUMMARY, Compression 4" x 8" Strengths No. Of Avg Avg Avg 7 Avg 28 Avg 56 Accept Std ACI318 Tests ---------------------------------------------------------------------------------------- Slump Air Day Day Day Age Dev Req'd 7 5.17 1.40 4350 5950 28 5200 DETAILED STRENGTH, Compression 4" x 8" Mix Batch Date Plant Slump Spread Flow Air Strengths Number ------------------------------------------------------------------------------------------------- Number 7 Day 28 Day 56 Day 6000 143516 5/23/2000 14 Hous 5.75 3620 5770 6000 281436 12/19/2002 14 Hous 4940 5590 6000 289636S 2/3/2003 14 Hous 5.75 4250 6180 6000 450922s 9/28/2004 14 Hous 5.25 1.40 3090 4500 6000 596929 12/15/2005 14 Hous 5.00 4960 6380 6000 609414 1/26/2006 14 Hous 4.50 4780 6670 6000 615539 2/9/2006 14 Hous 4.75 4820 6590 1992 - 2006 Digital Site Systems, Inc. Page 17 Quadrel iService SM 0 NAIIUNAL READY MIXED CONCRETE ASSOCIATION THIS IS TO CERTIFY THAT Seattle Plant No.11, Seattle, OVA S— to- neway Concrete has been inspected by the undersigned licensed professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, and Chemical Admixtures Signature of P.E. This company will maintain 91 IIse promptly and deficiencies vifiich d Februa1y 08, 2005 Inspection Date February 0$, 2007 Certification Expiration Date ities in compliance with the Check Lists! requirements and will correct Signature and title of company's principal executive NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformation of the concrete itself with secification requirements must be verified by usual inspection methods in accordance with sales agreements Plant ID #: 801273 © 1965. 1992.2001.2002 National Ready Affixed Concrete Association 900 Spring Street 9 Silver Spring • Maryland Certification ID #: 6223 has been inspectd by the undersigned registered professional engineer for conformance with the requirements of the Check List for Ready Mixed Concrete Production Facilities. As of the inspection date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, a* Chegdct4Idmixture: _ - ,tgr February 08.2005 Inspection Date February 08, 2007 Certification Expiration Date This company will maintain these facilities in compliance with the CheckListsi requirements and will correct promptly and signature ana title of companys principal executive NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformation of the concrete itself with secification requirements must be verified by usual inspection methods in accordance with sales agreements Plant ID #: 801275 © 1965.1992.2001 Certification ID #: 6225 National Ready Mixed Concrete Association 900 Spring Street • Silver Spring • Maryland National Ready wed Concrete Association bas been inspectd by the undersigned registered professional engineer for conformance with the requirements of the CheckList for Ready Mixed Concrete Production Facilities. As of the inspection. date, the facilities met the requirements for production by Central Mixing with Automatic Batching and Recordings of Cementitious Materials, Aggregate, Water, land C'�em�al Admixtures AA f\ l \\ Inspection Date February 08 2007 cvn�c�c. •r�orw Certification Expiration Date This company will maintain these facilities in compliance with the CheckListsl requirements and will correct promptly and defic Signature and title of companys principal executive NOTICE: The Check List indicates only that plant facilities are satisfactory for the production of concrete when properly operated. Conformation of the concrete itself with secification requirements must be verified by usual inspection methods in accordance with sales agreements Plant ID #: 802812 © 1965. 1992.2001 Certification 1D #: 6224 Nntional Ready Mixed Concrete Association 900 Spring Street * Silver Spring • Maryland Aggregate Source Approval Report Pagel of 2 v7oSl-io Departme t ofT ansportalior, WSDOT MATERIALS LAB 01/09/2006 ate Aggregate Source Approval Report Owner: La Pianta Limited Partnership 464 Aggregate Source: PS-A- Leasee: Icon Materials, Inc. Known as: Auburn Pit Located In: SW1/4 SW1/4 SEC 28, S1/2 SEl/4 SEC 29 Section 2B,29, T21N 115E County: King Remarks: Pit Run Materials: Prior to incorporating any of the following into a job, Gradation and Sand Equivalent tests shall be performed to determine If the material does In fact meet specification for the intended use: Backfill for Rack Wall Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Blending Sand Foundation Material for Classes A, B or C Gravel Backfill for Drains and Drywells Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Walls Gravel Borrow Sand Drainage Blanket Selector Common Borrow No Preliminary Tests are required to be performed by the State Materials Lab Gravel Base: Test Date: 05/06/1996 Expiration Date: 05/06/2006 Drainage: R Value: 75 Swell Pressure: 0 Currently approved as a source of aggregate for: Bank Run Gravel for Trench Bkfl Gravel Base Acceptance tests need to be performed as necessary Mineral Agg. and Surfacing: Test Date: 05/06/1996 Expiration Date: 05/06/2006 Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.68 Bulk Sp. G.: Deg: 67 LA: 16 Currently approved as a source of aggregate for: ATB Ballast BST Crushed Cover Slone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Stone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock Shoulder Ballast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 11/01/2003 Expiration Date: 11/01/2008 ASR -14 Day: 0.19 ASR - One Year: CCA Absorption: 1.03 CCA Sp.G: 2.694 FCA Absorption: 1.58 FCA Organics: 1 FCA Sp. G: 2.643 LA: 15 Mortar Strength: Petrographic Analysis: Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Riprap and Quarry Spalis: Test Date: 05/06/1996 Expiration Date: 05/06/1997 Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.68 Bulk Sp. G.: http://www.wsdot.wa.govibiz/mats/ASA/ASAReport.cfm?prefix=A&pit_no=464 1 /9/2006 Aggregate Source Approval Report Page 2 of 2 Deg: 67 LA: 16 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of RIP RAP AND QUARRY SPALLS is required prior to use. Distribution: Physical Testing Project Engineer Region Operations Region Materials Aggregate Source Approval System http://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfin?prefix=A&pit_no=464 1 /9/2006 Aggregate Source Approval Report Page 1 of 2 ���i11► r,o Departmwashinqlonent of Transportation State iIVSDOT MATERIALS LAB 01/06/2006 Aggregate Source Approval Report Owner: Glacier Northwest Aggregate Source: PS-13-335 Leasee: Known as: DuPont. Pit Located in: A part of Section 22 and 23 Section 23 T19N R1E County, Pierce Remarks: Pit Run Materials: Prior to incorporating any of the following Into a job, Gradation and Sand Equivalent tests shall be performed to determine if the material does in fact meet specification for the intended use: Backfill for Rock Wall Backfill for Sand Drains Bedding Material for Rigid Pipe Bedding Material for Thermoplastic Pipe Blending Sand Foundation Material for Classes A, B or C Gravel Backfill for Drains and Drywelis Gravel Backfill for Foundation Class B Gravel Backfill for Pipe Zone Bedding Gravel Backfill for Wails Gravel Borrow Sand Drainage Blanket Select or Common Borrow No Preliminary Tests are required to be performed by the State Materials tab Gravel Base: Test Date: 04/22/2005 Expiration Date: 04/22/2010 Drainage: Free R Value: 77 Swell Pressure: 0 Currently approved as a source of aggregate for: Bank Run Gravel for Trench Bk8 Gravel Base Acceptance tests need to be performed as necessary Mineral Agg. and Surfacing: Test Date: 04/11/2005 Expiration Date: 04/11/2010 Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.704 Bulk Sp. G.: Deg: 74 LA: 16 Currently approved as a source of aggregate for. ATB Ballast BST Crushed Cover Stone BST Crushed Screenings Crushed Surfacing Base Course Crushed Surfacing Key Slone Crushed Surfacing Top Course Gravel Backfill for Foundation Class A HMA Other Courses HMA Wearing Course Maintenance Rock ShouiderBallast Acceptance tests need to be performed as necessary. Portland Cement Concrete Aggregates: Test Date: 03/19/2003 Expiration Date: 03/19/2008 ASR -14 Day: ASR - One Year. CCA Absorption: 0.82 CCA Sp.G: 2.701 FCA Absorption: 1.34 FCA Organics: 3 FCA Sp. G: 2.652 LA. 14 Mortar Strength: Petrographic Analysis: Pass Currently approved for: Coarse Concrete Aggregates Fine Concrete Aggregates Acceptance tests need to be performed as necessary Riprap and Quarry Spells: Test Date: 04/11/2005 Expiration Date: Absorption: Apparent Sp. G.: Bulk Sp. G. (SSD): 2.704 Bulk Sp. G.: Deg: 74 LA: 16 Contact the Regional Materials Office to request PRELIMINARY SAMPLES be acquired. Evaluation and approval of this site as a source of RIP RAP AND QUARRY SPALLS Is required prior to use. Distribution: Physical Testing Project Engineer. Region Operations Region Materials Aggregate Source Approval System http://www.wsdot.wa.gov/biz/mats/ASA/ASAReport.cfm?prefix=B&pit_no=335 1/6/2006 GRACE January 6, 2006 Greg McKinnon Stoneway Concrete 9125 - 10th Avenue South Seattle, WA 98108 Dear Greg: Grace Construction Products W.R. Grace & Co. - Conn. 293 Wright Brothers Avenue Livermore, CA 94551 (925) 443-9700 (925) 443-9701 Fox This is .to certify that DARAVAIR® 1000, an air -entraining 'admixture, as manufactured and supplied by Grace Construction Products, W. R. Grace & Co. - Conn., is .formulated to comply with the Specification for Air -Entraining Admixtures for Concrete, ASTM: C 260 (AASHTO M 154). DARAVAIR® 1000 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale printed on the reverse side hereof. A� - 4_11_� Michael Gardner Technical Services Manager Grace Construction Products P R O D U C T Description Daravair® 1000 is a liquid air -entraining admixture that provides freeze -thaw resistance, yield control, and finishability performance across the full range of concrete mix designs. Daravair 1000 is a clean, light -orange product designed to generate specification -quality air systems. Based on a high-grade saponified rosin formulation, Daravair 1000 is chemically similar to vinsol- based products, but with increased purity and supply dependability. Uses Daravair 1000 air -entraining admixture may be used wherever the purposeful entrainment of air is required by concrete specifica- tions. Formulated to perform across the entire spectrum of production mixes, Daravair 1000 generates quality, freeze -thaw resistant air systems in concrete conditions that include the following: • Low Slump • Paving • Central Mix • Extruded Slip Form • Mixes Containing Hot Water and Accelerators • Precast aravair1000 Air -Entraining Admixture ASTM C 260, AASHTO M 154 • High Cement Factor • Fly Ash and Slag • Superplasticizers • Manufactured Sands Air -Entraining Action Air is incorporated into the con- crete by the mechanics of mixing and stabilized into millions of dis- crete semi -microscopic bubbles in the presence of a specifically designed air -entraining admixture such as Daravair 1000. These air bubbles act much like flexible ball bearings increasing the mobility, or plasticity and workability of the concrete. This can permit a reduction in mixing water with no loss of slump. Placeability is improved. Bleeding, plastic shrinkage and segregation are minimized. Through the purposeful entrain- ment of air, Daravair 1000 markedly increases the durability of concrete to severe exposures particularly to freezing and thaw- ing. It has also demonstrated a remarkable ability to impart resis- tance to the action of frost and deicing salts as well as sulfate, sea and alkaline waters. GRACE Construction Products Compatibility with Other Admixtures Daravair 1000 air -entraining admixture is fully effective and compatible in concrete with other admixtures. EACH ADMIX- TURE, HOWEVER, SHOULD BE ADDED TO THE CON- CRETE SEPARATELY. Addition Rate There is no standard addition rate for Daravair 1000 air -entraining admixture. The amount to be used will depend upon the amount of air required for job conditions, usually in the range of 4 to 8 %. Typical factors which might influence the amount of air - entraining admixture required are, temperature, cement, sand gradation, and the use of extra fine materials such as fly ash and microsilica. Typical Daravair 1000 addition rates range from 50 to 200 mL/100 kg (3/4 to 3 fl oz/100 lbs) of cement. The air -entraining capacity of Daravair 1000 is usually increased when other concrete admixtures are contained in the concrete, particularly water - reducing admixtures and water - reducing retarders. This may allow up to a two-thirds reduc- tion in the amount of Daravair 1000 required. Mix Adjustment Entrained air will increase the volume of the concrete making it necessary to adjust the mix pro- portions to maintain the cement factor and yield. This may be accomplished by a reduction in water requirement and aggregate content. Dispensing Equipment A complete line of accurate auto- matic dispensing equipment is available. These dispensers can be located to discharge into the water line, the mixer, or on the sand. Packaging Daravair 1000 air -entraining admixture is available in bulk, delivered by metered tank trucks and in 210 L (55 gal) drums. Daravair 1000 contains no flam- mable ingredients. Daravair 1000 will freeze at about -10C (30°F) but its air -entraining properties are completely restored by thawing and thorough mechanical agitation. Architects' Specifications Concrete shall be air entrained concrete, containing 4 to 8% entrained air. The air contents in the concrete shall be determined by the pressure method (ASTM Designation C 231) or volumetric method (ASTM Designation C 173). The air -entraining admix- ture shall be a completely neutral- ized rosin solution, such as Daravair 1000, as manufactured by Grace Construction Products, or equal, and comply with standard specification for air - entraining admixtures (ASTM Designation C 260). The air - entraining admixture shall be added at the concrete mixer or batching plant at approximately 50 to 200 mLJ100 kg (3/4 to 3 fl oz/100 lbs) of cement, or in such quantities as to give the spec- ified air contents. W�b Visit our web site at: www.gcp-grace.com printed on recycled paper W.R. Grace & Co. -Conn. 62 Whittemore Avenue Cambridge, MA 02140 Darait is a registered trademark of W.R. Grace & Co: Conn. We hope the information here will be helpful. It is based on data and knowledge considered to be true and accurate and is offered for the users' consideration, investigation a d verifcadon, but we do not warranr the results ro be obtained. Please rod all statements, recommendations or suggestions m conjunction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or suggestion is intended for any use which would infringe any parent or copyright. W. R. Grace & Co. -Conn., 62 Whittemore Avenue, Cambridge, MA 02140. In Canada, W. R. Grace & Co. Canada, Ltd. 294 Clements Road West, Aiaz, Ontario, Canada LIS 3C6. GRACE Construction Products This product may be covered by parents or parents pending. Copyright 1999. W.R. Grace & Co. -Conn. AIR-7C Printed in U.S.A. 4199 FA/GPS/5M GRACE January 6, 2006 Greg McKinnon Stoneway Concrete 9125 - 10th Avenue South Seattle, WA 98108 Dear Greg: Grace Construction Products W.R. Grace & Co. - Conn. 293 Wright Brothers Avenue Uvermore, CA 94551 (925) 443-9700 (925) 443-9701 Fax This is to certify that DARASE'TO 200, a non -corrosive, non -chloride set -accelerating admixture, as manufactured and supplied by Grace Construction Products, W. R. Grace & Co. -Conn., is. formulated to comply with the Specification- for Chemical Admixtures for Concrete, ASTM: C 494, Type C, (AASHTO M 194, Type C).. DARASET® 200 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. The foregoing is in addition to and not in substitution for our standard Conditions of Sale printed on the reverse side hereof. Michael Gardner Technical Services Manager Grace Construction Products P R O D U C T Description Daraset® 200 is a non -corrosive, non -chloride admixture for concrete. It accelerates cement hydration resulting in shortened setting times and increased early compressive and flexural strengths. Daraset 200 does not contain calcium chloride and is completely non -corrosive to reinforcing steel, to metal decks and to metal components of admixture storage and dispensing systems. It is formulated to comply with ASTM C 494, Type C, and can be used at any dosage to comply with ACI 318 guidelines for chloride content of concrete. Daraset 200 weighs approximately 1.38 kg/L (11.5 lbs/gal). Uses Daraset 200 may be used wherever it is desirable to reduce the setting time of concrete and/or to increase its early compressive and flexural strengths. For mixes designed with pozzolans, such as fly ash or slag, Daraset 200 can help offset the retarding effects of these materials, especially in cooler temperatures. arasef 200 Set -Accelerating Admixture ASTM C 494 Type C In cold weather, Daraset 200 may be used to reduce the time that it takes the concrete to set, prior to finishing. Typical results show that when concrete containing Daraset 200 is poured at 10°C (50°F), the concrete will set up to 2 hours faster than the reference concrete. When used in the manufacture of precast concrete, Daraset 200 speeds the concrete's strength development allowing for, earlier form removals and more efficient production. Daraset 200 can also be used in masonry mortar to obtain higher early strengths and accelerated setting time effects. Special Feature Daraset 200 non -corrosive, non -chloride set accelerator provides setting time results and early strength development similar to that provided by calcium chloride, but without the potential corrosive effects. Daraset 200 can, therefore, safely be used where the potential corrosion of embedded or stressed steel must be avoided. It can also GRACE Construction Products be used in concrete that is to be placed on steel clad or zinc coated steel decks where corrosion must be similarly avoided. Chemical Action In concrete mixtures, Daraset 200 accelerates the chemical reaction between portland cement and water. It speeds up the formation of gel — the binder that bonds concrete aggregates together. Accelerated gel formation in turn shortens the setting time of concrete, compensates for the set -slowing effects of cooler weather, and contributes to the development of higher early strengths. Addition Rates The amount of Daraset 200 used will depend on specific job conditions, on local materials and on the degree of set acceleration and early strength development required. Typical addition levels range from 650 to 3910 mL/100 kg (10 to 60 fl oz/100 lbs) of cement but levels as high as 6520 mI/100 kg (100 fl oz/100 lbs) of cement can be used. Compatibility with outer Admixtures Daraset 200 is compatible in concrete with Grace's complete line of: Darex® II and Daravair® air entraining agents, WRDA® water reducers, Daracem' midrange water reducers and ADVA® superplasticizers. Precaution should be taken to avoid mixing Daraset 200 with other admixtures before they enter the concrete. However, once they have been separately added to the mix, the products will function as prescribed. Daraset 200 does not affect the color of concrete; however, when a topping mix is placed over surfaces cleansed with acid, the prepared surface must be thoroughly rinsed with water to prevent discoloration. Dispensing Equipment A complete line of accurate dispensers is available. While Daraset 200 may be added to the mix on the sand or in the water, for greatest effectiveness, we recommend Daraset 200 be added at the end of the batch cycle. Similar to all concrete admixtures, Daraset 200 should not come into contact with other admixtures prior to entering the concrete. Packaging and Availability Daraset 200 is currently available in bulk quantities by Grace metered systems, or in 210 L (55 gal) drums. Daraset 200 freezes at approximately -23°C (-10°F), but its set acceleration, strength gain and non -corrosive properties are completely restored by thawing and thorough agitation. Architects' Specifications The set -accelerating admixture shall be Daraset 200, non -corrosive, non -chloride set accelerator, as manufactured by Grace Construction Products. The admixture shall be used in strict accordance with the manufacturer's recommendations. The admixture shall comply with ASTM Designation: C 494 Type C and will not contain purposely added chlorides or contribute to steel corrosion. Certification of compliance will be made available upon request. Concrete shall be proportioned in accordance with Recommended Practice for Selecting Proportions for Normal Weight Concrete, ACI 211.1 or Recommended Practice for Selecting Proportions for Structural Lightweight Concrete, ACI 211.2, or in accordance with ACI 318. NOTE TO SPECIFIER: Daraset 200 is not for use in freeze protection. rl eb Visit our web site at: www.graceconstruction.com tRa printed on recycled paper W. R. Grace & Co. - Conn. 62 Whittemore Avenue Cambridge, MA 02140 Daraee , Dares, Daravair, WRDA, Daracem and ADVA are registered trademarks of W. R. Grace & Co. - Conn. Mhope the information here will be helpful. It is based on data and knowled c considered to be true and a-nan, and is offered for the uscos consideration, invesrigation nhc. on, but we do not warrant the results to be ob non,tained. Please read all staramencs, recnmmendazions or suggeuions in can unction with our conditions of sale, which apply to all goods supplied by us. No statement, recommendation or sug�•cssion is intended (or any use which woul� infringe any Patent or copyright. W. R. Grace & Co. - Conn., 62 Whittemore Avenue, Cambridge, MA 02140, In Canada, Grace Canada, Inc., 294 Clements Road, West, Ajax, Oman., Canada LIS 3C6. This product may be covered by patents or patents pending. Copyright 200L W. R. Grace & Co. - Conn. DS-30 Printed in U.S.A. 7/01 PA/GPS12M GRACE Construction Products `\ ASH GROVE CEMENT COMPANY "WESTERN REGION" 11811 N.E. First Street, Suite A310 Bellevue, WA 98005 Sales Office: (425) 688-0110 Toll Free: 1-800-665-4382 Fax: (425) 688-0122 January 6, 2006 Mr. Felix Chandra Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055 Dear Felix: RE: Cement Certification This letter is issued to certify that the cement we supply for your use is in conformance with the requirements of ASTM C150-04 for Type I and Type 11 cement including the low alkali requirement in table 2 and which satisfies the Washington DOT specification. In addition, this cement meets AASHTO M-85 requirements. Attached you will find our Mill Analysis dated May 9, 2005, #2005-7, for Type I and Type H cement. This analysis is typical of the cement we manufacture at our plant in Seattle, Washington. We further certify that this cement meets all the requirements of the "Buy American Act." If you should have any questions regarding the use of our product, please feel free to contact the undersigned. Sincerely yours, `l-° "' David Burg Technical Service Manager DAB:cf Attachment GRACE January 6, 2006 Greg McKinnon Stoneway Concrete 9125 - 10th Avenue South Seattle, WA 98108 Dear Greg: Grace Construction Products W.R. Grace & Co. - Conn. 293 Wright Brothers Avenue Livermore, CA 94551 (925) 443-9700 (925) 443-9701 Fax This is to certify that WRDA® 64, a water -reducing' admixture, as manufactured and supplied by Grace Construction Products, W. R. Grace & Co. -Conn., is.formulated to comply with the Specification for Chemical Admixtures for Concrete, ASTM: C 494, Types A & D (AASHTO M 194, Types. A & D). WRDAe 64 does not contain calcium chloride or chloride containing compounds as a functional ingredient. Chloride ions may be present in trace amounts contributed from the process water used in the manufacturing. The foregoing .is in addition to and not in substitution for our standard Conditions of Sale printed on the reverse side. hereof. Michael Gardner Technical Services Manager Grace Construction. Products P R O D U C T Description WRDA® 64 is a polymer based aqueous solution of complex organic compounds. WRDA 64 is a ready -to -use low viscosity liquid which is factory pre -mixed in exact proportions to minimize handling, eliminate mistakes and guesswork. WRDA 64 contains no calcium chloride and weighs approximate- ly 1.21 kg/L (10.1 lb/gal) . Uses WRDA 64 produces a concrete with lower water content (typical- ly 8 to 10% reduction), greater plasticity and higher strength. It is used in ready -mix plants, block and concrete product plants, in lightweight and prestressed work ... wherever concrete is produced. Advantages WRDA 64 offers significant advantages over single component water reducers. Water reduction and setting times are more consis- tent due to the polymer compo- nents. WRDA 64 also performs especially well in concrete con- taining fly ash and other pozzolans. F O R M A T 1 O Water -Reducing Admixture ASTM C 494, Type A and Type D The use of WRDA 64 produces a plastic concrete that is more workable, easier to place and more finishable than plain or other admixtured concrete. In the hardened state, WRDA 64 con- crete has higher compressive and flexural strengths at all ages than untreated or conventional admix- tured concrete. The greater degree of plasticity achieved, compared with conven- tional water -reducing admixtures, allows improved finishability. Finishability Finishers have stated that the cement paste, or mortar, in WRDA 64 admixtured concrete has improved trowelability. The influence of WRDA 64 on the fin- ishability of lean mixes has been particularly noticeable. Floating and troweling, by machine or hand, imparts a smooth, close tol- erance surface. GRACE Construction Products Addition Rate The addition rate range of WRDA 64 is 195 to 390 mL/100 kg (3 to 6 fl oz/100 lb) of cement. Pretesting is required to determine the appropriate addition rate for Type A and Type D performance. Optimum addition depends on the other concrete mixture com- ponents, job conditions, and desired performance characteristics. Dispensing Equipment A complete line of accurate, auto- matic dispensing equipment is available. WRDA 64 may be introduced to the mix on the sand or in the water. Compatibility with Other Admixtures WRDA 64 is compatible in con- crete with all air -entraining admixtures such as Darex® II AEA and Daravair®. Due to the slight air -entraining properties of WRDA 64, itself, the addition rate of air -entraining admixture may be reduced by about 25%. By combining the separate effects of air -entraining and dispersion, the water requirement of concrete may be reduced up to 15%. EACH ADMIXTURE SHOULD BE ADDED SEPARATELY. While WRDA 64 contains no calcium chloride, it is compatible with cal- cium chloride in concrete mixes. Again, each should be added sep- arately. Packaging WRDA 64 is available in bulk, delivered by metered tank trucks, and in 210 L (55 gal) drums. WRDA 64 contains no flammable ingredients. It will freeze at about -2`C (28°F), but will return to full strength after thawing and thor- ough agitation. Architects' Specification for Concrete Water -Reducing Admixture Concrete shall be designed in accordance with ACI Standard Recommended Practice for Selecting Proportions for Concrete, ACI 211. W.R. Grace & Co. -Conn. 62 Whittemore Avenue Cambridge, MA 02140 The water -reducing (or water - reducing and retarding) admix- ture shall be WRDA 64, as manufactured by Grace Construction Products, or equal. The admixture shall not contain calcium chloride. It shall be used in strict accordance with the man- ufacturer's recommendations. The admixture shall comply with ASTM Designation C 494, Type A water -reducing (or Type D water -reducing and retarding. admixtures. Certification of com- pliance shall be made available on request. The admixture shall be considered part of the total water. The admixture shall be delivered as a ready -to -use liquid product and shall require no mixing at the batching plant or job site. WRDA, Darex and Damvair are registered trademarks of W.R. Gram & Co. -Conn. We hope the Information here will be helpful. Is Is based on data and knowledge consideredtobe orn and accurate andsug is offered for ju users' withcorolderadon.coed tionsogadon GMCE and hope the information but we do not warrens the . It i s toed obtained. Please read all smtememrs. recommendations to suggestions in conjunction with our conditions ig sale. winch apply to all goods supplied by us. No statement. recommendation or suggestion Is Intended for any use which would infringe . y pamni or topyrighs. W. R. Crace & Co.- nn..62 WhittemoreAvenue. Cambridge. MA 02140. In Canada. W. . Gmm & Co. Canada. Ltd. 294 Clemwms Road. W i. A}as. Ontario. Canada LIS 3C6. This product may be covered by patents or parents pending. Copyright 1996. W.R. Grace & Co. Conn. CMD-366C Printed In U.S.A. 6196 PAfCPS/5M Construction Products