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Home My WebLink AboutCOM2018-00009 - COM Letters / Memos - 1/18/2018 (2)Materials Testing &Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project - 18S132 - Field Report: Reinforcing Steel: Report #F189171 CLIENT McClure & Sons, Inc. PROJECT LOCATION 501 W Eells Hill Road Shelton WA Inspection Information: Inspection Date: 07/13/2018 Inspection Performed: Comments: Time Onsite: 1:00 Weather PM Conditions: Reinforcing Steel DATE 07/13/2018 PERMIT # C0M2018-00009 GRD2018-00001 Clear 77* F Sheets: C-003, S-008 Details: Trench drain & Catch Basin/ C-003 Locations: Loading Bay, Tipping Floor & Stair Landing Level/Elevation: Foundation Drawings conform to the 2015 International Building Code. REINFORCING STEEL: Periodic Inspection MTC inspector on site, as requested, to observe the placement of ASTM A615 grade 60 reinforcing steel into trench dram, catch -basin, and pier footings at the above mentioned locations. Reinforcing steel was of proper size, grade, lap, spacing, location, clearance, and secure ready for placement of concrete excluding pier footings not yet placed, work is in progress. NOTE: Clearances for pier footing re -steel shall be verified prior to concrete placement. Images: UPLOADED: 07/13/2018 17 : 3 9 : 2 3 — .• ALAS.A L .•J • • f _ • �LSjtS -via.—a,..r - .. . n amPronei h. •Y ` —• ref 4.i•. •, -1 •• •+;. t • •.:_i,. h :~•,.-,• '-i t2.. .7.11fi .1 `. . • 1. �� f� �. _• • ter. • '- )•__-'•�'.,, _ t; UPLOADED: 07/13/2018 17:39:45 RECEIVED NOV 2 9 2018 615 W. Alder Street Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 J Visit our website: www.mtc-inc.net Tukwila 206.241. 1974 Fells Hill Transfer Station Improvements Project - 18S132, 07/13/2018, #F189171, Page 1 of 2 Materials Testing Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting UPLOADED: 07/13/2018 17:40:31 UPLOADED: 07/13/2018 17:41:05 REPORTED BY: Tim Seabold REVIEWED BY: Medhame Tecle, Project Manager • Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Tax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 18S132, 07/13/2018, #F189171, Page 2 of 2 Materials Testing Consulting,Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Fells Hill Transfer Station Improvements Project AS 18S132 W Field Report: Concrete: Report #F189230 CLIENT McClure SE Sons, Inc. DATE 07/16/2018 PROJECT LOCATION 501 W Bells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 07/16/2018 Inspection Performed: Comments: Time Onsite: 6:45 Weather AM Conditions: }'IaIfINN.YY.VAVV.flfWI)AAl'MIM/1)AV.V)Mf.elVMY.MVMVNIIIV.YM YAP Ynbo................q..• •a.........g1VI.VIR!v.YN)HVo .' *ono Y Y'.' u. Sunny, 63*F WfAYNiANYJI.'AVJAVINl emie.'.Y.Y.VIINIIJI.V.v.vein..'.w.e.Y.'lllJl nive•YN v.v.v.YNN.V.YfAVNLY.YI.'NlA'A'AV.'NAYJI.V: .verse.F'AYM'AMMNN.N'AYN/NA'NA'.ve W.Y.W lflllf f. W.VtNNIMMVNlAY•WW.1XK!'. •W.f.WA'A .•PNVNAY.Y.YJNAVWW. !/JNAYINAYMMYHlNAYN4et.W. .V.Y.%AVJAWFY.VIAVAP.WW.VNN.W.P.X'NIJA'NA NW...WAW.WAWNAY.YlAY.'AV.'IJAV:I.'l.Ve•W.NY.Y.VJAVNiI.YJAVJNAYANN/lNYN.V.YY/YAY.Y.VAWIA 'AV:.V.V.VNhWININNlAWlNlN/I/MV:IN.Y.Y.V.V4.: Concrete j G.AOY.Y.NAY.NYMAIfAW/R. Iry. F NI1 b FA/:NN/nMet•WA .wt:NAY. K AYIA'NFV.'FWe.Wie WAN,M'AIw.Y.Y:F (.b'1fA'AMY.WL4•WNN/.HA l.b f.URAf:/a4:AY.#. '.WWi WAWJLNNAINIYIAAASfl...Y:d•nY..V/INNNA.La:LALA..J...i.A/.I:AMMAY.KAn M1/: f: f. f. /:M1WAA'WIA M1KYIIVIV.W. YINFWA IA .f... f:AA'4..4X Sheets: C-003, S-008 Details: Trench drains, Catch Basin/ C-003 and Piers (Sonotubes) Locations: Uper and Lower TS Level/Elevation: Foundation Drawings conform to the 2015 International Building Code. CONCRETE PLACEMENT: Continuous Inspection MTC inspector on site, as requested, to observe placement and test concrete for upper and lower Transfer Station locations. Approximately 20 CY of CalPortland. concrete with mix design 63335, was placed via truck chute, mechanically consolidated and finished by hand trowels. Concrete was tested for temperature, slump and air content in the field. One set of five (4" x 8") cylinders was also cast for compressive strength specimens. Refere to report #C1 89229 for field test results and for more information. NOTE: Clearances of the re -bars for the piers (sonotubes) were verified pnor to concrete placement. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 • Bellingham 360.647.6111 Silverdale Tukwila 360.698.6787 206.241.1974 Visit our website: vvww.mtc-inc.net Eells Hill Transfer Station Improvements Project - 18S132, 07/16/2018, #F189230, Page 1 of 2 Materials Testing Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting r.: UPLOADED: 07/16/2018 09:455:23 UPLOADED: 07/16/2018 09:40:07 REPORTED BY: Jeremie Evans REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Fells Hill Transfer Station Improvements Project - 185132, 07/16/2018, #F189230, Page 2 of 2 • • • ■ I 1 ■ ■ ■ ■ 1 1 1 T ■ ■ • M ■ ■ 1 ■ ■ ■ ■ ■ •I • ■ ■ ■ • • ■ ■ ■ I Er ■ ,. • s jo- c ■ • ■ _ ■•n1 r■ `I•'1� 1< r • • • ■ L I 1' A ! 1 ■ y LI MI arm • .1 1 • ■ I I• ■ ■ ■ • • • Tit n 1 -■ m a 41s. ■ , I: r "irk1. ir-pfrk I ■.�_, _J 1 1 .2 ■ ■1 ■ I� • 7 • ■ , r _ ■ n ■ ■ .. �•■..% ■ ■ _` ,• • • • ■if • 1- Y .■ •- PSI' r1 ■i ; b 4 a en $171 `1 L, ■ a stmokai-1 y mi., . 1,14 I 1,7Er • ■ I ■ r I I • Z • - - 1. • 0 cip} -▪ -I J 4. - !.4.t'ic--T.1 ■. ■ 1�rrin , ..1-1. ■ ■ ■ • ■ • • E • -= E ■ 1 • ■ 1. I 1 • ■ P- I ■ w R I • irr I E • ■ f■ ■ ■ - • • d 1 • kip • -• , 7 mir J • _ r • 1' I • 'J I • ■ New Log Materials TestingInc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Ee Is Hill Transfer Station Improvements Project - 18S132 W Compression Test: Concrete: Report #C18 229 CLIENT McClure & Sons, Inc. PROJECT LOCATION 501 IN Bells Hill Road Shelton WA Inspection Information: Inspection Date: 07/16/2018 Inspection Performed: Time Onsite: 09:23 Weather AM Conditions: DATE 07/16/2018 PERMIT # C0M2018-00009 GRD2018-00001 Sunny, 63*F !,MAYY..• V Ylu...Y! V u.Yq Y YJHI.YY.YY4144YJMIAVi.4{Yh M..A.J•JIpNVJ!.MNIM�•M!.YAV! ♦weee.•J:r.L•.•r:r::.YrNN»NAWJJAYMHVNJlrl:JAVJIHNA•/:•AYN.Y//: NHNJ/HAY.X•NAVeemen.WAY:JMYL•.W:.L•/.YJNJ.WNAVN: AY.•AYH.V.•HAY.Y.Y.LVr.•J: A•AL•rA•A NLNMNJAYNJNN:.•JrrN:AY.V:J.Y.V.WmenA•AV.WJ.WIJHAVNH.WINW: P.V.V.v.W.W.rrJN.Y.W.W. NYJ.M.•.% rN.M.WIW.V/JJJN.WAYIW.'NJ:.W.WALYNN.W.M•W.WAM•I.•::YI.• :rJAVAW:AWA•of:let!AV.•JNN.WAM.W..V.W.V.W.W.AWAY.VJAYAVIJ/:Are.WI .Y/W.Yleet04.•AVN:NJN:AIN VEW.W..•A•AYWW.V.v.V.V:J.Y.V.V.W: Compression Test: Concrete r ♦ e..... .nnaf...ro..Nnnn .IJ.00\\6.eN...An Y.nl r.nv.we. .-efereone:e.v:r.e.v.e.e. f.LYr...nAv.e.vn.f.Y.HAN/YIN.Ar.AV:A0.v.Y.Y.AbWA6/:6AY.e.e.ANp M1AYN.a.Ar:Ae...w.AV.ver.V•WnAMMwne..n AYINNHr::XU:r:AYN:e:n/.e..2. Field Data (ASTM C-3 ]): Location of Placement: Sample Location: } Upper and lower Transfer Station /:.7.•:A•V.VWMVNA4•MAWJNNN.•f••::::••.:•::.v./:::J:AV.'/N.YMV.WHIN.NWJNY:::J.':':. ••.'::.v'...•....'r Wee. V.NYNRWHA A1NAWCAY.YJJ/NNAV.V.W.PAV/::.v.V.Y.WAMWA•I.WAWIAV.:/.V.W.W.r.Y..AWArJWMOV:.We.JAWNN::::/.V::.YN:/.Y.Wte.Weet:NJ::.VN.nV/AV.V.V.W.W.AL•rJ/:lette.A•etereA AWAY.Y.•HJJr/ -............v.- Y.V.Y::: .L:':.v.w..t Y.4:L:4•.:::::::::::::::.v::.v.-.4.LLV.LLL4Y.Y.Y.LLY.44•J..e.41V.41:'::: ::::':.::::::::: :..:YAIY.YA•A-:.L.V.W.WAVA. MAVIA144VAAV.V:::.v::nLAMMC AVINIAYA4VA•.LL14YA4LYAV.V.V.WA4LLY.WWWMYA-AW4LLYAWM.V.P.W.V.V.V.::L•.V.L-::.Y..W. :.V.Y.i .W.VA.V.W. . AVAYVAVIA4VAW.VA4LANV.I.W/M.19 S Center of upper transfer station Contractor: McClure & Sons Inc Qty Placed, Cu yd.. 10 / 20 • AY: n'JNNNIrwAWw:::: r.:•.v:::::::. k!fw Delivery Ticket #: Truck #: Batch Time: Sample Time: fkf 1896407 7674 6:35am 7:45am Mix # and Proportions: Cement, lbs.: Flyash•, lbs •: •. • Subcontractor: NLWLYNb1WYNNrJ YNAN1Y.11YA1YALYALN4INV.V:JAVAIY.WLV.4LIWN•AIILWNNV.1•N.INIWJA'N Slump, Inches (ASTM C-143) or W/C Ratio: Job Spec. Slump: Air Content, % (ATSM C-231): Job Spec. Air: 63 Water, gals.:262 Fine Agg, lbs.:12860 .: .V. . V. A'A :-: A':::: :. NJ.V.%Vd . Nfr/r. .w.w..1 V.v: e.V: NJ:.v. .w.•Av.4 335 3.5 Y•I-! Supplier/Plant: CalPortland / 272 4 +1-1 4.9 5+1-1.5 Concrete Temp, °F (ASTM C-1064): Ambient Temp, °F: Min Temp, ° F: Max Temp, °F: 78 '..r.vJ::::: Av. fleas N::.nnY.r:n...:..nr:f f. r. r.A.n.r.f:n..n.:A.:..vm..r n..v ne n..ne nr.A:.r.r.r..:nr. r. r. 14ow:...r. r......... nn.. f...nor:nannnnnrnr.r.V.v.f.nay.V:rmv.Av v. e:r:r:.. r:.. r.n n♦ .. i.F:: e: A:VJ: NJ:AV: A•.V.W::.•A•J:J: J: e.Y.WeeneJ.L•IJAY: JrNAYN.YMWI NIA Coarse Agg, lbs.: '.3/4 17600 Coarse Agg, lbs.: Coarse Agg, Coarse Agg, Ills.: IMWII efeei IAYOeIr.V J.'r:::•J•e• 10 Gallons of water were added El Prior to sampling .•. • • • • • sample Type & Compression Test Results: Received 07/16/2018 Sample Set 1 of 1 Lab Tests: Test Age Date of Test (Days) 4397 7 p rN..... ....... ...• ......... ... . ...r:e.e1 • 4398 28 4399 28 07/23/2018 Total Load (Lbs.) Type of Compression Test: Sample Sample Comp. Dim. Area (Sq. (In.) In.) Strength (PSI) • ....::A'NALNYAN41WAW VNA•A11M111WAWNVALYAWLLW WNN.NWY.Y.Y6': ..........::.41INW'AWINVAY.IN MAILM. .10.VA-.YH.Y.L! Admixture, oz./cwt: tLaFarge S1 a.g, 1. 640lbs Admixture, oz./cwt: Daravair 1000,.120oz Admixture, oz./cwt: ADVA 195, 300oz Admixture, oz./cwt:WRDA 64, 180oz VetAWWWAtette.•HJN.V.V:AW'N!.•NNN/rn1M1Y.4W.WJ!AL•:J:A•r:r.V: A•AWNe::..•`:::::.!.Ver:t.' - Concrete (ASTM C-39) Tested By 66,952 j 4.00 08/13/2018 82,016 4 08/13/2018 • Aft'. y...A..J . . ...e. : 1 3.99 7,011. i' 3.99 12.57 •1 .50 12.50 5,330 6,560 ................... 6, 960 Stan Mendell '::t.-AYNJ fl.W.WN.wflflNNAWWwaV:HNNNJNIHJMVNH(. Break ASTM ASTM Type C-617 C-1231 3 Stan Mendell Stan Mendell • 4400 28 4401 REQ'D Remarks: 28 H 3.99 87,883 1} t See report F#189230 for further information. 12.50 7,030 Stan Mendell 5000 YIA•AYN.V: I.:•. I.•I: :. v. e. e......... .N••:.........Vr.VV.WVV.gY.AyNrlf. Y• 1•••vA•Y..M..WVMVNMVA•ASWIALWYAVdlVAWLLLLY.Y.VA•AV::AlvVx:ARV.VAW4W.1\WAN•A4W4WLWWWA•ALV:, Corporate • 777 Chrysler Drive • Regional Offices: Olympia 360.534.9777 Burlington, WA 98233 Bellingham 360.647.6111 3 • 3 • 3 0 ■ ■ ■ 0 • Phone 360.755.1990 • Fax 360.755.1980 Silverdale Tukwila 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net EelIs Hill Transfer Station Improvements Project - 185132, 07/16/2018, #C189229, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting REPORTED BY: jerenie Evans REVIEWED BY: Frank Pooler, Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham 360.534.9777 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 EelIs Hill Transfer Station Improvements Project - 185132, 07/16/2018, #C189229, Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project - 185132 - Field Report: Concrete: Report #F190665 CLIENT McClure & Sons, Inc. PROJECT LOCATION 501 W Eells Hill Road Shelton WA Inspection Information: Inspection Date: Time Onsite: 7:00 Weather 08/06/2018 AM Inspection Performed: Comments: Conditions: DATE 08/06/2018 PERMIT # COM2018-00009 GRD2018-00001 53*F, cloudy Concrete J Drawings: Mason County Solid Waste -Structural loading bay and tipping floor improvements plan. Dated 11/15/2017. Sheets: C-002, S-003, G-002 General notes. Locations: Upper tipping trench drain B.5-C.5/5-5.5, Lower loading bay C.5/3-4. Level/Elevation: Foundation CONCRETE PLACEMENT: Continuous Inspection MTC inspector on site, as requested, to observe placement and test concrete for upper tipping trench drain and lower loading bay. Approximately 29 CY of CalPortland concrete with mix design 63335, was placed via truck chute, mechanically consolidated via high cycle vibrator and finished by hand trowels. Concrete was tested for temperature, slump and air content in the field. One set of five (4" x 8") cylinders was also cast for compressive strength specimens. Refer to report #C190667 for field test results and for more information. mages: UPLOADED: 08/06/2018 12 : 04 : 0 9 UPLOADED: 08/06/2018 12:04:32 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 18S132, 08/06/2018, #F190665, Page 1 of 2 i • • • • 4 • • • • 4 • • • Materials Testbg LI Conmiting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting UPLOADED: 08/06/2018 12 : 04:46 REPORTED BY: Oisin Daly REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Tax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale Tukwila 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eells Hill Transfer Station Improvements Project - 18S132, 08/06/2018, #F190665, Page 2 of 2 • t a ' • V • • • • • • • :!• a • • • • • • • • • • • i • • • • • • r r • • *As • • • • I • 4 • • • • • 4 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project � 18S132 all Compression Test: Concrete: Report #C190667 CLIENT McClure & Sons, Inc. DATE 08/06/2018 PROJECT LOCATION 501 W Eells Hill Road Shelton WA PERMIT # C0M2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 08/06/2018 Inspection Performed: Time Onsite: 7: C)C) Weather am Conditions: 53*s, cloudy ;v.YMVA'N.'NIIAV:AVII.W.Wee:::r.Y.'A'I.'r:r:A'J: F'J.YJ:JAV.v.v. Y:F'NJ:r:/.V:NA•A'AYIAYJIMVNN.WAY.V.'AV:I.YNIJNMY.WNXAWAILV:AW.W.v.r:f.•r.V:!.'!:AV.::::IFLY.WMYrNNM'rNNN:N/NINNNNAYNVVNYVNJNr:Meen.WAW.Y.Wen'AY:NF'FV.'Fv.I:NIFVIMV.YJNNNNAWAV.WJNNMWA'AYJM` .V.V.WNAY.Y.YM•NJ.Y:: Compression Test: Concrete Held Data (ASTM C-31): Location of Placement: Sample Location: Contractor: Upper tipping trench bad-, lower loading bay. NW end of upper triiping trench drain. McClure & Sons Inc. Qty Placed, Cu. Delivery Ticket #• Tnick #: Batch Time: Sample Time: 10/29 1912007 75349 5:58 am ././.I.......! 7:00am Mix # and Proportions: Cement, lbs.: Flyash, lbs.: Water, gals.: Fine Agg, lbs.: Type 1/11, 5650 *Lafarge, 1595 nf Subcontractor: Slump, Inches (ASTM C-143) or WIC Ratio: Job Spec. Slump: Air Content, % (ATSM C-231): Job Spec. Air: Supplier/Plant: C;alPortland / 272 6 4 +/-1 4 5+/-1.5 NA .vn (*.rot N.: •:, Concrete Temp, °F (ASTM ,YYN C-1064): Ambient Temp, °F: Min Temp, °F: Max Temp, °F: 73. 53 L'/.Yfn:J.TI:IfNNA'IM'A1A1M10Y/r!/�I:4/. /.TL6A/ter t.v. /:e.Ae.fear.r:4..e. ae.e. e.Y:AY. FV.Y. /:!iNAI: t.t./N.hW:::JN:/:NA'Ati((A/:AAYn':NA'I(A/(IN/NIMfN.LI.:. a:.nt t.-e.NFl:4Nf(I/6flllllliffl:FY.'!!AY(I:/Nd(LYNIFA ff/:NNAA A A/..v• :NN/M'!./: n'A A'A/f/i A"LY. /:I:ALY:IN! ea./- 1 $ 11N%1141YNh1'MYA'NAHXLLLYFt1LN1':iFALL'.µµALL%W.'V.'....�...�....Y: FNLLV:.W.W.YAL'BVfl*W. NV.%%%%V%.RYA'MVa.V.VV.\LLLILLLYMLL0.W.LLLYALV.V.LLLLV.LKLVN.LLNM1•.MA. ltiLRV..... •.•.lLLL:A.lILIVFN\.WA% vl.A.......WAw.ltWuox.-wwauuwwuaau!wwo •.Wt•-wwaa..--t#A a.-a¢ss-auuaauau/ 163335 1260 :Class 2, 12840 1 nem.:NJr.-fAV:J:lJJJJIF•r.'JJA'F•J.Y.V: f.'I.'JN. If :.VAY.v.I voJMVwnnemm: Coarse Agg, lbs.: Coarse Agg, lbs.: Coarse Agg, lbs.: Coarse Agg, lbs.: 3/4 17570 10 Gallons of water were added ® Prior to sampling Sample Type & Compression Test Results: Received 08/07/2018 Sample Set 1 of 1 Lab Tests: New Log Test Age (Days) Total Sample Date of Test Load Dim 5145 5146 5147 7 28 28 Type of Compression Test: Sample Coinp. Area (Sq. Strength (Lbs.) (In.) In.) (PSI) 08/13/20.18 64,349 09/03/2018 II 84,372 09/03/2018 > 87,042 5148 28 5149 H REQ'D Remarks: 28 09/03/2018 .., . .F•.r L'.LV•uJ! • 4.00 12.57 5,120 3.99 s. 3.99 . 1250 6 750 11 12.50 • 6,960 Admixture, oz./cwt:5.2Farge Slag, 16401bs j Admixture, oz./cwt: Dar. avair 1000, 130oz 11 Anf •..N.. d Admixture, oz./cwt: ADVA 195, 300oz Admixture, oz./cwt: ;oncrete (ASTM C-39) Tested By Break TyPe Stan Mendell 3 Stan Mendell ( 3 Stan Mendell 1> 3 83,156 3.99 C•: See report F#190665 for further information. • 12.50 6,650 lNnn n..../.. / Stan. Mendell ti >> 3>> J.. f..LAA1. 1./. /... f.N/.: LfNM A../ • :. 4 0 isALAVALWIN::A'.Vene.Y VNN.lN.RValW.V :RLV.V.A'MWEVAWA AWAVA L> LCAVO ALY AV.LW.LALLL! WRDA 64, 180oz •....... J.r:.V• x: r: f: r: Av:Fe .v wN:.•r:NN/ venee. .V.m.• N:fN.vN.v wi: ............................. ASTM ASTM C-617 C-1231 ■ ■ ■ ■ 0 ►4 ■ yy'4 < `>. '> Y �.: - YJ ' L�Jf ,r.S[r, ; �} £ a� '�•'Y. �.. : \,![ a4[a; < > [.,.. �a.. a.j.J ra"•t r d€[.i a"Z 'a r� a. 'a4[ .TS Xk:4 LL?):7a {:•S1)K • : b )� A S, a #4 /L ' .y��t'Ar r>wqLJX$55."";5$:: vg)).>:.'.44).'ka>:Y>biL!$:coaC: [w6:4:wfi<.w.x.$ir*.Z.1>c 1)n(* Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 185132, 08/06/2018, #C190667, Page 1 of 2 • • * I • • i Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting REPORTED BY: Oisin Daly REVIEWED BY: Frank Pooler, Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eells Hill Transfer Station Improvements Project - 188132, 08/06/2018, #C190667, Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project a* 18S132 - Field Report: Reinforcing steel: Report #F191379 CLIENT McClure & Sons, Inc. DATE 08/16/2018 PROJECT LOCATION 501 W Eells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 08/16/2018 Inspection Performed: Comments: Time Onsite: 5:3{) Weather PM Conditions: Reinforcing Steel Sunny, 80s*F Y. Sheets: 2 of 2 Details: 2/C-002, 3/C-002 Locations: GridImes 1.2-3.3/A.5 Level/Elevation: Above Slab -on -Grade Drawings conform to the 2015 International Building Code. REINFORCING STEEL: Periodic Inspection MTC inspector on site, as requested, to observe the placement of ASTM A615 grade 60 reinforcing steel into pier bases for beams at the above mentioned locations. Reinforcing steel was of proper size, grade, lap, spacing, location, clearance pending placement of concrete. Images: 4 S • MVO/...iYlwY�</ Z J ( { • - • • O UPLOADED: 08/16/2018 12:03:33 UPLOADED: 08/16/2018 12:04:34 REPORTED BY: Santiago Gonzalez REVIEWED BY: Ivledhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 EelIs Hill Transfer Station Improvements Project - 18S132, 08/16/2018, #F191379, Page 1 of 1 • • 1;; Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eel's Hill Transfer Station Improvements Project - 18S132 W Field Report: Other: Report #F191484 CLIENT McClure & Sons, Inc. DATE 08/17/2018 PROJECT LOCATION 501 W Eells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 08/17/2018 Inspection Performed: Report Profile: ® Show Up Comments: Time Onsite: 10:58 Weather AM Conditions: Sunny, 6 0 `s *F ... e e f:ANNAV:?AxV: ven::N:N:f:IIINIfAV.VNAVf.V. AVfn::AV:AWA•AxWIN/NAVetel. e:NA•AVA:AWAx PAPAW. Ve en.V:::r.V.W. f:AWl.•NNAV.We V:f: AV.V.V. /.V: N!: t.V. f.•AV.V AVAPAYVIAWIN•WAVMVH.W.W.V.V.Vfft :V.• etAte n,:.W.:::.W.VJAVfAV.V.W.• .V. f:.VettN A•NA•.V.W.V.V"Peref.W.MAW.V.:::!N::: ':: 'f: f. J... .veAVNi AVIIINNNAWA N ANNNNNNAWAVfffN/f/fINNfAVAVOM l AWAVlNAV.V.•Al:I.W.W.I.V.V.WA•A• MA•AV.V: :::v.v... f...-•.•M f. entllAV.WAVMNW . ... .. ....... . . (z } Other MTC inspector onsite, as requested, to inspect: reinforcing steel. for concrete collurnn pads. The aforementioned items were already inspected by previous MTC inspector. Refer to report #191379, dated 08/16/18. REPORTED BY: Chad Stellern REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham 360.534.9777 360.647.6111 Silverdale 360.698.6787 Visit our website: vvww.mtc-inc.net Tukwila 206.241.1974 EeIis Hill Transfer Station Improvements Project - 18S132, 08/17/2018, #F191484, Page 1 of 1 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project - 18S132 - Field Report: Concrete: Report #F191574 CLIENT McClure & Sons, Inc. DATE 08/20/2018 PROJECT LOCATION 501 VAT Eells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 08/20/2018 Inspection Perforrned: Comments: Time Onsite: 6:30 AM Weather Conditions: 54*F, cloudy Y:IJl:AV.•hY:! hN'J.•!JA'hY.YlAYJlJlNNINM.`.YlA`.WM/At4Y!!N.'1.YllJl.•I.Y.V.•!.'l.'I:J:J.V:Nf:J:J:l:l:l.':X:Jl::l:lJlll:lN: h4LY.Y:I.Y.Y.V.`i:/.'J.'.Yf.V.'J.`:f•.Y.'Il!lllJ:A•J:XA•1:::::A14•A•I.V.Yh4Y.Y.Y.44V.Y.VJAYN.WNNItYlhY.`AY.YXN:l.•NJNlA'AYXM`hhN'AYIMI:HA'AWA•AY.•lNJIJHAXWIWJAWVWAM�MVN.Y✓NINJNIM•NM14YHl.•I.•!.•l: Jll Concrete VJM1 I.VMJNJ. nWeen.e.W.fiI. IJA'I.V:M1.lVVideedNA ee.r. I:AVJAJ. I. •.V•Vele W.VWAV. .VAKY.:. .•... ...V.I.I. AVJ/III/.VNJMJMHIII./N1ffNIMWNfNNAVJHI.VH.MVIHA'AWI.WANVNMMNA'AVry.I.I.'AVine•WMiNMIi JIHNH MV.VIMIIA•AK'JA.H.MV.VJHNryNAKNJiA'HAVHINh NI.'NHMIJI.N'M!M'leneteeMA'A'A'AViA I.1 Drawings: Mason County Solid Waste -Structural loading bay and tipping floor improvements plan. Dated 11/15/2017. Sheets: S-006 S-003, G-002 General notes. Locations: Piers © approximate gridlines A.3-A.5 / 1.4-3.6 Level/Elevation: On top of Foundation REINFORCING STEEL: Periodic Inspection Most of reinforcing steel was inspected on 8/16/18 and can be found 1n report #F191379. Sheets: 4/ S-004, 3/S-004 Inspector observed, today four (4) 1/2" ASTM 1554 GR 36 anchors with 10" embedment for 4 small piers and (4) 3/4" ASTM 1554 GR 36 anchors with 10" embedment for 12 large piers and was found to conform to specs for placement, size, length, and clearances, CONCRETE PLACEMENT: Continuous Inspection MTC inspector also on site, as requested, to observe placement and test concrete for piers for lower loading bay. Approximately 2.5 CY of CalPortlan.dconcrete withmix design 63335, was placed via truck chute, mechanically consolidated via high cycle vibrator and finished by hand trowels. Concrete was tested for temperature and slump in the field. One set of five (4" x 8") cylinders was also cast for compressive strength specimens. Refer to report #C191566 for field test results and for more information. Images: UPLOADED: 08/20/2018 10:05:21 UPLOADED: 08/20/2018 14:13:34 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 AJ Eells Hill Transfer Station Improvements Project - 18S132, 08/20/2018, #F191574, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting UPLOADED: 08/20/2018 14:13:49 REPORTED BY: Ryan Hager / Jeff Stezaker REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241 . 1974 Eells Hill Transfer Station Improvements Project - 185132, 08/20/2018, #F191574, Page 2 of 2 Received 08/21/2018 Lab Tests: New Lo Test Age (Days) Date of Test Materials Testing & Consulting, Inc. U Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project - 18S132 w Compression Test: Concrete: Report #C191566 CLIENT McClure & Sons, Inc. PROJECT LOCATION 501 W Eells Hill Road Shelton WA Inspection Information: Inspection Date: Time Onsite: 6:30 08/20/2018 am Inspection Performed: Weather Conditions: DATE 08/20/2018 PERMIT # C0M2018-00009 CRD2018-00001 50s cloudy JMN•J.VY: ♦N/NINfINYt/.V.VX.VJ /.XNX•AY.Y Y.WI.YtA•AY.•IJN WNJ.Y.Yt/tN/.VN.Y.•NAY.:VJ:f.Y.•A•••ttJAWf.:•::.'1::: f:AY:AV.YlI.WNNAYN:I:I: A•A•N!:•f:•A•A•::: A•: NJ: f.Yff.:•:•AY: YAV.NYN\Y)WAVV.•NINMWerVe el•WAY.•AWA•AM1%V•Wee•MWANI IWArlef:::AV.•AV.V.V.Y.V:I:AV:A•I.V:A::Y:J.Y.•AXVIrWAY•V.XVNOVV•WWWW%%•N/NI.•NAV.MOWNJNAWAVtINNtNIJINM•AVNN.WAYN.V.WAV:IJJ.•AV:f.N•IA•.WPrWNtlMtl.•A•I:.Vt•VI.VJNNNJ::•N:::.V:I.XV:A•VIEWINtKlMVN.W: •V•Pf•WNI.•lnWW/M•1•WV.V.V • Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Sample Location: r./. WA•AWh Pier bases for lower loading bay between gridlines A.3 .A.S / 1.4-3.6 }A.5/1.9 • • .I . Contractor: McClure & Sons Inc. City Placed, Cu. r i .. Delivery Ticket #: . Truck #: Batch Time: Sample Time: .Y.YfNNel•WA AfIAM EVItNNAV 1 /2.5 1922674 A511YANWAIA INI•WWA1AAIWAbY 7638 6:09 am 7:20 Mix # and Proportions: Cement, lbs.: Flyash, lbs.: Water, gals.: 1405 Subcontractor: SupplierlPiat: ;CalPc�r;,land / 272 AtVM1YAYANN'.1W.1'.N1:VLaV.1LYN.NVA1WW1NANIVA%%%WA:N% *AA.:.V4WNe%Mr :••• Slump, Inches (ASTM C-143) or '/C r4 Ratio: }Vt1.W//IMAW X.'AY:/S r Job Spec. Slump: 4 max ltlJ ff1.Wtt•WeNt:Nt. t Air Content, % (ATSM C-231.): "'N/A Job Spec. Air: • Concrete Temp, °F (ASTM C-1064): Ambient Temp, °F: Min Temp, °F: Max Temp, °F: VA•/tAWAY/�. 68 e.e.w*'tfAY:HVOteMApN/:NXAAWWAWw.e.WY:AY.A_flr..Y.AIa:Ap..N'6NANI.v.a.......l::N.n V.v.A..t. o. .. :....I.:d:IN:I/IrI. A6 AlVNI.V.AAWINN••ANA If/.M re Id.IJ. VN. haAr.VAX.VINIMY.'AI•/M'AY.IYA Nld:I4YAINdI4AV.V e.•rlllil:A::rad...... 63335 / 2.5 CY • . I K. •.Y • • \N•AW ^l •VW.V •VIJIIJVI • • • •V ..III... ... .r.rn.r...fNNI.YdYSAV:t.AWNAV...AI.Am:A•Ai.ft11AX (. f.:... .. In•tlAo... NI fNYpo.• 44 Fine Agg, lbs.:.3180 ir••re•Voir *been ti JII::: NI: l.'1::: I.'NNlN: NMVl. A'I: /JA'IXNI: AV fNN•YNN.Y.YNMYM'IJf: Coarse Agg, lbs.: Coarse Agg, lbs.: Coarse Agg, lbs.: Coarse Agg, lbs.: 4 Gallons of water were added ® Prior to sampling 3/4 4370 ..... l... J... .......1... .. ..:: JJ:::: l.•I: J:I: J.•J:: ':: l: A•J.::•I:AY:IJI:J:. Sample Type & Compression Test Results: 'Type of Compression Test: Sample Set 1 of 1 5485 ., 548b 5487 7 28 08/27/2018 09/17/2018 09/17/2018 Total Load (Lbs.) 37,899 Y Sample Sample Comp. Dim. Area (Sq. Strength (In.) In.) (PSI) 4.00 12.57 • . . .. I.I:r J. J : t 58 871 ?l 3.99 12.50 56,170 :3.99 • 12.50 3,020 Admixture, I.'f:::!!I'!.'I`I.Y.•t:l:l.'f:I.:::•:.::::lA:•.1•:f:::::: :A'!':.•f: 1: A:.::•Jf •I.•!: NINNVj. oz./curt: >L.aFarge Slag, 3901bs I Admixture, oz./cwt: Daravair<1000, 36oz t Admixture, oz./cwt: ADVA 195, 72oz >:fv:J:.. •J.J. ......... .J.J... f::hWNA•I.•t::::' .................... . J •Jl Admixture, oz./cwt: 'XAIRD/!� 64 44oz .'J.A:•.:•.v:::A I:I:Av.v!/:I:f:::fvl•::::: ::: AY::.v.v:/:I.v:.Wtt :v.vAvnyfA- vI:II:.Y.Y:IN:::::N.v.v.v:1.AVA•tNIII.•NWNA•Aµ•NA•NAYN.YJNAvreven:JI::A•NI.v.Y.v.v.w.'l.W.W:AWtentee .ene NIM•AMY.Y.•J:I:I:I:AYtNAY.•l:I:NIAVIj. �oncrete (ASTM C-39) Tested By Break ASTM ASTM Type C-617 C-1231 Frank Pooler 4,710 4,500 Stan Mendell Stan Mendell 2 r...t.r.:.. .. 3 3 5488 28 Remarks: 28 H 3.99 12.50 r. l...............:. .:.. :.:..:..n.;:: I: r.I...I::.n....... ... • 'Y.xV::AlV .141WAW.YNAW.Y.A1` 09/17/2018 58,568 .. ......1.:. .r... I.NA•A•AI ':.YAY.A:VA•NAVINAW.V.YA'::.YAW-VNN-Y:A? %Y-vA•:AVNAX•.YNN.V.W:ALC See report F#191574 for further information. tAAVMYXANNIX•AKNINIRYA'.1l A1A 4,690 4500 Stan Mendell 3 0 *T1SS'''t1i.T 5 iy'• xi: tax ■ ral ri Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 18S132, 08/20/2018, #C191566, Page 1 of 2 • • 0 •:01' • • Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting REPORTED BY: Ryan Hager REVIEWED BY: Frank Pooler, Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 185132, 08/20/2018, #C191566, Page 2 of 2 • i I Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting EelIs Hill Transfer Station Improvements Project aw 18S132 W Field Report: Concrete: Report #F192397 CLIENT McClure SE Sons, Inc. DATE 08/31/2018 PROJECT LOCATION 501 W Eells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information Inspection Date: 08/31/2018 Inspection Performed: Report Profile: Time Onsite: 06:00 Weather PM Conditions: Sunny, 70s*F Jlv.•J.•!Flf: l: J: J.•: JJ.':: /.:':: lIJJ: f: fJ/fIJIJI.•!:J!!.'/!/.'l.'AV.:Vl.4:::•AV.•J........: eJNJ: IJNl.'f.1'JIN.•l: AV.YM'J.V.':: A'A'AYNJ/JJ.Y/I: JJ/.V: JA'.YJJNJJ.YN: J.'/.'I.v.YIJIAY/! .I...AN!!A'I.y:1.'I:NA•N/IfJAV.YM.'/:AY:NA:'.Y.'/.YA•J:::A'!:!:/.VJl:Aµ•JNN:IJ/.YOMA!/NIAVN.VNJ.YVOleetWAVIAWAVA AWAYJNA'/N.VN: el.V•WM:AYAVA'AYJNI:NIJf.Yo :.W.':AWEV eCeeeelefe!/.erneetotlAJ.•JI:Jf.VJf/.WCA•J::JJ.V.Vo :NNNNIrneelC JI.YJJJ.•.vJIJt.V.•JJAWAVetero'JII.•::I.V.YJI:f:/.Y:liernA'J.YMYJ.VAVJ: Concrete 'INMI:F♦.I.ANN..t.I.AAVd.4tJ:.f.Af:Af.Al:bfwAFWffIhF6l.'f.L'f.KRAAAI...Af.AJ./.J:/N:INa:..Lu..........F.iF::FUA:.IOL'.AV.LV.V.V.AV...F:.J.FIN...:.1.....F:. f...L:N.V.ANFern 0 Any Deficiencies Noted ® Needs Engineer's Approval Comments: SHEETS/DETAILS: No plans provided LEVEL/ELEVATION: Foundation and Level 1 CONCRETE PLACEMENT: Continuous Inspecton MTC inspector on site, as requested, to observe and test the placement of approximately 14.5 CY of CalPortland concrete with mix ID#63333 into damaged slab area on both foundation and 1st levels at end of dock. Concrete was placed via truck chute directly onto existing slabs and finished with hand trowels. Concrete was tested for slump and temperature while placement. One set of five (4" x 8") cylinders was cast for compressive strength testing specimens. Refer to report #C192400 for field test results and for more information. Contractor has been notified of results. DEFICIENT ITEM: There were no plans available onsite during the above -mentioned inspection and testing services. This needs EOM's approval. Images: r:p hr� .r�r Yiel mil' i (. _ _ zax.n.:a -� UPLOADED: 09/03/2018 18:42:32 UPLOADED: 09/03/2018 18:44:26 REPORTED BY: Cecil Clark REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Fells Hill Transfer Station Improvements Project - 18S132, 08/31/2018, #F192397, Page 1 of 1 • • • p • Received Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project � 18S132 Compression Test: Concrete: Report #C192400 CLIENT McClure & Sons, Inc. PROJECT LOCATION 501 W Bells Hill Road Shelton WA Inspection Information: Inspection Date: 08/31/2018 Inspection Performed: Time Onsite: 06:C)0 Weather PM Conditions: DATE 08/31/2018 PERMIT # C0M2018-00009 ORD2018-00001 Sunny, 70sF tY.WJMYIAW.'tANYJNAV.VJNNJIh'AVNN.YJA'NNAYJAYN.YNfAVJA•I.K%.VlNAWNNNNXNJ/IM1NVM1lVlI11Y•.A./MWNV! VJIA'IIIJINXAV.VJNAYN.Y.MNVJI.NXYNX, Wete• ef./.V.V• E%%f:•Vtet:/:Nf:/:f:•V•%•Vo%Ve•Wt NANY.Y:::::Nt.'•%W.:: J%%V.%N%V.f:l.Y:.W••C!/N: f:•%%%••A%.Y:A eee•%NN/.%W.NAY.V.NW/.Y:llAYMY:J:/NJ/MYYAN'ANV•Wl• X%Wf•V• •Ve•WI!/M'AWt: •N%AV•V• :A%WV•V:IWW W N/NX.VMYAWMWAV•We NJMWXNKNWW/VWAW/JX/NAYA'XAW/A%IM/WfXXAY/JX.V } } Compression Test: Concrete J.J.'J.V.Y.V.W.YJAY: .we.v.•#./d:A'AWAW/JA'Af:NJiNJJJI/XJA'/:AWMR/JJNAJiAAW/.W/JNAWA'AW/.WAJ:AVNJfK:.v.we.'A'A'/emeemeV.VJA'A•AA'Xn'SWfYlA'AA AKA'/:AA'A'A e.neart. eenwenJKKA KAAA4/.V.WAt.& AWWINA•AAWAXAWMAYJ.A AYHYAAWAAW/N.A NANt N/JMAAAW AA tdANMIN:X/Y Field Data (ASTM C-31): Location of Placement: Sample Location: Level 1 edge of dock/foundation slab beneath ::.1:/:/.N'A•A-l.YlA'ANYlI.YN/:/:I:A'11::t: Xl: f.V: t.'A':: A'I.V::::: N:: V!`.'.V'/tt.'t.'/: t.•t.'llt •.• A'/:/ ::!/.'tJA AV.PPEW t.:'I:J:/:AYttY.,.w.V/J.:l.'!.'I:I.I.ItVtX.'AYtt.V.NY.V.YX.VJA`XANY:/.'XAYtAYX.Y.WXA`AYJttAYX.NVt/ttlAV.YXX:AYtI.V.VJAV.YM-A•AYtAWttXJ:JX.•AY.V.-JtAY.YXtt:/Jttt.V.N`XA•J.NNYIAV.'AY.•/:J.V.Y.ttX/tANY.J5. Y.:•.:Y.M1•.t•Att1NNtN\YAt•.tY:.tV.t'. t:•.V.tilt%V.tttl%AS•:XAWXN.V.%%%%%%V. .W.t•.tµ .AW.%W %W.V. tt:1We•M111%%W1.VAWV.11%•:'A•:.NN%V•%%%'.tNY.V.VX.t111tt1N•A:tN•X.tWANttN•.NY.YA•AIKYAY.1tNN•.VA•X.Yh%%%%W.tNttttWA'A%%%%%%•Att•.N1tNYAW.V.V.NNY.tM1Y.M1M1YJfX.t:VA1WMYAYAYAIVANNtltNltW.tNN-.1%1%'•%1Wt-•••%". .: J • ••• ,. •... ...• . .• , .. ad, ....,,......... .• _ . __..• _ _•..................... Jl• ..,..................... .8, ••... Truck chute Contractor: McClure & Sons Inc tJV/NN.WflAY.v tefeee:J:ll.:l/:.Y.YA Qty Placed, Cu. 7.50 .. Delivery Ticket #• Truck #: Batch Time: Sample Time: A1037394 .K'N/: NAW.IA•XA V X:A•JN:A V IAY 7301 YA`AW.•` t 5:13pm 1 6:20pm 'K/AWK/XMY .MW/MYXMY.wJ. Mix # and Proportions: Subcontractor: VM':.1Y.VA•.NNYX.NYA14N1NVA•A1N1N1NYAW.INN•.WINW.V.VAI4N'A:•:..:Y. . % AYA1N'.tttNtt-.1 Slump, Inches (ASTM C-143) or W/C Ratio: Job Spec. Slump: Air Content, % (ATSM C-231): Job Spec. Air: (IIANY.A ,......• e. l4Y.WNWAVMVwXJJKK/:l:t.A/:AAAWW'AA JMM'AWAWJIA /.NA t./Mv: A 1• er KM 163333 Cement, lbs.: 'Type 1/2 4200.00 Flyash, lbs.: Y Water, gals.: '19 9.3 Fine Agg, lbs.: !Sand 9480.00 Coarse Agg, lbs.: Coarse Agg, lbs.: Coarse Agg, lbs.: Coarse Agg, lbs.: Sample Type & Compression Test Results: Type of Compression Test: 09/01/2018 Sample Set 1 of 1 Lab Tests: New Lo Test Total g Age (Days) 5805 7 Date of Test Load (Lbs.) :AV:I.V:NI:NJ.V:KI////.Y.V:t:/N.Y.Yfeetrn :/ 09/07/2018 Y:AY.v.wt. :I. 5 6 ..Y.Y.V.Ieeet•A lNf.WmNYV 4.5 r 3 Supplier/Plant:CalPortland; 272 Concrete Temp, °F (ASTM C-1064): Ambient Temp, °F: Min Temp, °F Max. Temp, °F: .e1J/JAAA6W'UAVMVMW/NM'AA'N.NMMtAWA'AH'AWI//J/JA'HAYJAY.IMY.VY/.N'/.Y: KKne(e ttteremr ovemee JAYKa. K/MWW.nwene .va.Y .......... A G G 3/ 8 1.319 0.0 0 I Slag 1200.00 C ': AVIKA'NA'JJAWt•NN'/KKIN.V: JJJNa: A:::: JJ:::::::: J: JNJIJAY.Y.WIN.: Sample Sample Comp. Dim. Area (Sq. Strength (In.) In.) (PSI) 57,980 ' 4.00 12.57 4,610 5806 28 09/28/2018 91,583 3.99 12.50 t.w.•:IN:JJf,. 741! 1 M1 }':..V.V.V. /.V.V:::/AVJ.V: I.':: f::: 1:::AVM A11V: A'AY:A-N!: AV::::: /: /: /: NAVt1 Admixture, oz./cwt: ADVA 224.00 Admixture, oz./cwt: MIRDA 64 164.00 Admixture, oz./cwt: ba.ravair 37.00 VNNNJX.X.NNNNV.NVNXX.YwJIXJNXNMIY.IMV.YJA•t:.vAv: A•/.V/XNX: Admixture, oz./cwt: GAWAW 1YXKJN///JNAY.WAY/N/K.Yen.WAVN: f: A'/:fX:/: /A'.Y: K..•A: n }tWAJ.Y.W AW WNIWNfAAWAW W'AAAYN.'KNNIt'f.YNYKKKAWKAIM1WNAWAW'KA'AWA'A'At/nY.l'i.lXY.AA/..:/:J:met ti Concrete (ASTM C-39) YANYJAYK.•.1N'f:/f/.Yt/:.v.v.v.'f.•A•f:t:J.V.Y.'AV.Y:/:AY:l:/:J.v.wee .YX.•AY:/Kt::l.•.'.•J.'tJ.. AY.V:AY.X..V.Y.'t.'N:.VtftAYMWK.YAYX.AvtA'I.XJAYI.Y:I:J.Y:J.NM1i Tested By Nft:AYAVAVI/JJJ/.Y.Y.v. /.v. fllf/:III: ttAY.Y.V.VI/fl:tn. /: A::V: AV:AV.-t:AY: Stan Mendell Break ASTM Type C-617 AY:. V:: •.1. V f.%: nn.AYXX(. 3 4 is 7,330 Stan Mendell 5807 5808 28 09/28/2018 28 09/28/2018 5809 17 REQ'D Remarks: 28 ANNVi*.v.[ 88,689 3.99 12.50 1,41.7 ? 3.99 12.50 .. ! %A4V\ll11,0,0 U\l0. G.4y. •A• U.•.. V...• ...............•..............: o::.\ AYIAW NVAAM1IWYA'.WAu. VM.\..8.1es' ' :s ...• ..:n An.a•s' nn ..A'A'u. Please see field report #F192397 for additional information. 7,100 7,310 Stan Mendell Stan Mendell weaseseophillailwatcs!,...4 4000 v.W'l: r.. u•. . .. . .. ... ... A1. /:I2 3 3 3 ,•,....e": 0 .AY.m.umnwa'.ml... Ste .A ..................•........ .Yn::.. A ..n::% %... ne..n'. A .Vs- ' k ■ ■ ■ ■ ■ ASTM C-1231 s 114 ■ REPORTED BY: Cecil Clark REVIEWED BY: Frank Pooler, Lab Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project-185132, 08/31/2018, #C192400, Page 1 of 1 •:rr. F.* Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Fells Hill Transfer Station Improvements Project vs 18S132 in Field Report: Concrete: Report #F192720 CLIENT McClure & Sons, Inc. DATE 09/07/2018 PROJECT LOCATION 501 W Eells Hill Road Shelton WA PERMIT # COM2018-00009 CRD2018-00001 Inspection Information: Inspection Date: 09/07/2018 Inspection Performed: Report Profile: ® Any Deficiencies Noted Comments: Time Onsite: 6: C)0 Weather PM Conditions: Cloudy, 60s*F .:J.VJI.Y.Y.Y:J:A•AMWJJJH:J:/.Y:JiJ:I.Y.Y.Y.YI/N.Y/A'AY.VMYINI.'AYJJJ/J.VNNJJVAWNAV:JJJJJJJ.YA•.Y.YJIJIN.•JNNN.V::::.Y:/I/JA'A•N.VN/JNNNAVCANN eeJAY. :•.V.•J.V.Y.Y.Y.'J.'/.•JJNIJI:/.'!:/:/I:JJ.%.YJAVNN.YJAY:t.'JI/.V.'J:J:J:f.'J.•IJ/.•JJI.YJJ.1l'/.'J:/:'.'A•/.•.•.11'J:/tJ.%.'J: W:JJ.%V.:VI.V.W. V.V.'I AV.VAYIVAVNJNI.' e•VICAVA:J:NJ:AYJ.V.VA'.V.Y.YAI.VAVAWY.'A VANN.V//JNIJIJAVoWe JIMMet•WAV.VJJIJN.Y.VJ/NoW.V.W.V.V.We e•VMAW:MIlMW.W.Y.WOMOVIAWMAPAWAWAININ/NAYIJJ/ Concrete IS Needs Engineer's Approval SEP 1 I ri? E• a • I. . eC Sheets: Mason County Soild Waste Dept., Eells Hill Transfer Station ImprofEn.. 0;'*, . W. Alder Street Locations: Phase 1 concrete overlay @ lower drive A-B/2.5-4 and small strip on upper level edge IvITC inspector on site, as requested, to observe and test the placement of approximately 15.5 CY of CalPortland concrete with mix ID#63333 into locations noted above. Concrete was placed via truck chute directly onto existing sia.bs and finished with hand trowels. Concrete was tested for slump and temperature while placement. One set of five (4" x 8") cylinders was also cast for compressive strength testing specimens. Refer to report #C192721 for field test results and for more information. Deficient Item: The approved concrete mix design could not be verified at time of inspection. Contractor shall provide an FOR approved mixed design matching the concrete used. Images: UPLOADED: 09/08/2018 12 : 5 5 :15 UPLOADED: 09/08/2018 12:55:31 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale Tukwila 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net EeIls Hill Transfer Station Improvements Project - 185132, 09/07/2018, #F192720, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting -- - UPLOADED: 09/08/2018 12:55:51 UPLOADED: 09/08/2018 12:57:22 REPORTED BY: Mk Amyx REVIEWED BY: Medhanie Tecle, Project Manager Corporate ® 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241 . 1974 Eells Hill Transfer Station Improvements Project - 18S132, 09/07/2018, #F192720, Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting EelIs Hill Transfer Station Improvements Project - 18S132 - Compression Test: Concrete: Report #C192721 CLIENT McClure & Sons, Inc. PROJECT LOCATION 501 W Bells Hill Road Shelton WA Inspection Information: Inspection Date: 09/07/201.8 Inspection Performed: Time Onsite: 6: 0{) Weather PM Conditions: DATE 09/07/2018 PERMIT # C0M2018-00009 GRD2018-00001 Cloudy, 60s*F VMAMn'/.%V.•••••• V.'l:1.µ•A•/.V:!ll.Y:AVrr:.tY.Y.•A•!:J:l:l:MJNMWNVAMMNNMYVV\V.YJA'MAn'MAY.Vrl.Vrr.•:.VlA•JA•.Y.Y.VM.Y.•AV.V.'r.V:ItAWMMMIIr.•!:'.':r:.'!:r:r:r. /.YIHA•.LV:/.Yrrll.`rrJN.Yrr:l.Y!!:!:!:Jlr.V:O.W. J.YM.Y.Y.V.`ln•AWItl Y.etettJJ•te•tt eflttV:NlIAV.Y:JlJtettetnn•J.•l: JrAVJ:JKAWee*WAVIAY.WV.V.Y.V.VJAV.VJIJIr/.nVMVJI.WAVY.LVM•JJHAV:/.nYHKJMAVJAYHJNA'EVIWWW WWN AWAYNVAYH.Y:J:A•AWJlMNMMf.VrA•A•JJr.V4•1AW. aJtAAV.VJAV.V.WfIA`N/rA%V!A•::::JrKlr.Vr.•( yy NO'AAnf./: J. ...f.. ..IfNKH/ANAWWHA'fJHAWAM'ANWn M1'IJA'A'A'A'A'IJA'A'ANKNKA'ANA'AWAAA9JAl.Y.IaM1A'A'HA NIWaA/lA'JJMJAM1'AlIAIJAYfANAAAMnAHHIMIto IfAHMNVAWANNMYH.WHAWRA'IJA'NA'IIIIN/IM1YMJAWHIiAYlAWlJNIM'A IT Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Sample Location: Contractor: McClure & Sons Inc Qty Placed, Cu. Yd.: Delivery Ticket #• Truck #: Batch Time: Sample Time: 7.75 of 15.5 Phase 1 concrete overlay @ lower drive A-B/2.5-4 and small strip on upper level edge • YM.Y:f:• ' • f•! J••••••tl•t•N!'Ve:t. e.'!:A•AV:I.Y:!!/:!. !.Y V:!/! !./J•%L.••:A IA • e.Y.VI:e*C.WW'/:n::tn. :A'A'!!/!AY Y: '/:Ilf•.YA'I.'nn t V•/ J. n..Y.V.:•:•.V.W.• r••'••••• A• ......•Y•J•:/.Y.'f. l.V:.tV'! ••! / lI:J:I:M':IMN:toe•V:N:l:l.'l:N:.V::lI:N.L•!M'NNI:AY:.t'AY:KAV:AYl/AYA': M1nnV::.t:::.::.V:::::a:A'AlV:.tV:.VAY:.LVAnt'.tttLt%v.%%%LY:MN.tY.LW.VAVN.YAY.ttV.W. :.V VAttY.•.ntnt%WMA.W..W. .fl%Y Vellen•LLLLY ttVAWA'eVtAIM IAAVA 'AL AVALVAn'ALV.YdtYbAVale• N.v.YAM1V.WWINI..YJAn A.V.W. "...v.v. .YA W.%.AY:'.V%nlVWV.'KNN:dVbiV::BY::::::::AtVALLntnt••1•We11tnYNAY.nnt\nLY ti Lower drive 1936635 7638 5:02pm tees. µµµnV.µWaVeteA11HY.WAS 6:30 pm Mix # and Proportions: Cement, lbs.: Flyash, lbs.: Water, gals.: Fine Agg, lbs.: 8 Subcontractor: \LLLLNivorwo wedwv. µL..tenv.ww µµµtµttµY.µ\LL\YANN.•AHµµ•AµLLn•M.tWAµtnW:MLn Slump, Inches (ASTM C-143) or W/C Ratio: Job Spec. Slump: Air Content, % (ATSM C-231) : job Spec. Air: '.Lµ':.'.L V::81µ1V:AY.\•.\•.LLYA':::AYNN:.LNV:rAWbn•ALLLKLK•AµLVNAWAµ'MLµµYALµt\µreAWdA1\LYNHµLNAVNMpMMµnLLµ'N.Lµ'ALL 63333, 7.75 cy .\•.V.t•::.Y::::.t•::.Y.LLµ1'AVAVA'.LLYAW.YAV.'.µ1•AµµlµnnVAVA1111nLLt• • 4405 tn•MMAn•NNA.V.W.WANLtLnLW IYAWAW.V.V.ttnYAWMPAVALYAW €150 A': l:/: !.'!.%'N/!/:::.'.'f.'/.%'A'J.Y.Y:I..YA!L'A'If::!!•.•.L'f.•!/A•I:: !!.•.t•I!{. g850 {# YN?AYYAY.NHNt et.Wt.we ANIfMM f/ffl:f:♦ f.: /.r... Coarse Agg, lbs.: Coarse Agg, lbs.. Coarse Agg, lbs.: Coarse Agg, lbs.: Gallons of water were added ® Prior to sampling 6 4 /rttt•.t•.t•.i•::.t•!:A•.t•.t\•:.t.V.ttt.•.1VI:.t•.tt\•.t':.tt•:::JJ.:t:t:•:.1:•::• •.•:J:.L:. 13590 3/8 sample Type & Compression Test Results: Received 09/08/2018 Sample Set 1 of 1 Lab Tests: New Log Test 5964 Age Date of Test (Days) 7 28 Total Load (Lbs.) 09/14/2018 56,759 PE • Sample Dim. (In.) 1230, sla 'A A I: As ?eta /item% eJ.I4I:A6 et?* n:....... :..••• I.Y.WY e.n::.. \t' NAW'!.%T V.'Im NMHN/.A'NAI!/.W a• Vat .. n...... 1. f. l.......I Supplier/Plant: Cal Portland / 272 Concrete Temp, °F (ASTM C-1064): Ambient Temp, °F: Min. Temp, °F: Max Temp, °F: Admixture, oz./cwt. I4DVA, 232oz 75 62: i r Admixture, oz./cut:TRDA, 168oz Admixture, oz./cwt: 'DARAV, 54oz Admixture, oz./cwt Type of Compression Concrete (ASTM 0-39) Test: Sample Comp. Area (Sq. Strength In.) (PSI) 4.00 19 57 1.0/05/ 2018 1 87,944 3.99 1.2.5 5965 4. 520 <> IIse Tested By Stan Mendell 7,040 Stan Mendell .... . ..el ........ ou..V •Y uM.u. t • Break ASTM ASTM Type C-617 C-1231 /....: A•A•r.•r: l: r: A•:: r.•. �. 3 3 0 28 5966 28 s 5967 H 10/05/2018 •88,671•• •3.99 12.50 10/05/2018 83,752 3.99 —f:::f.'l.•A'l.:.V.•:/:f:lte.•:l.•l.• etene eenneeflAWNMF AVANNAneeniVAYNNJAYONAWINAVNMI:A' NAYMNnmfetteet .28 REQ'D REPORTED BY: Nik Amyx %ANA•AWAMNIMN/IN//A 12.50 V.LNIMIMNMJMMN.n.vn eemee;: OAV.WNNN:MNNMNJIK:NJ.YIVIA REVIEWED BY: Frank Pooler, • I .. 7,090 Stan Mendell 3 ...:..r.... Y.A../:../ '.::..:.6A/:: YJ:A6/.AA/r.o n/I... '.A: :.. .. p.. ... f.fJ '!. /.. _ •.r r:/(i NA/.Hf.YN:A..:....f.:.AA:.........f......:.:.::.AA A/:AWY./.. 6,700 '$ Stan Mendell 3 WINMY:/ A I:IN:KIIIN:IM•M//: 1Y KNNN!l.P.WItNNI:M4 4000 1 ;; t i7 3, teente YMWrtinve IMNnven YMYN:MIynette/IMMMMMYVWNM Mvever MMM tenterIAV/: b44. nager 0 ■ ■ Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Fells Hill Transfer Station Improvements Project - 185132, 09/07/2018, #C192721, Page 1 of 1 • 0 11, • Materials Testing & 'Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eel's Hill Transfer Station Improvements Project a. 18S132 W Proprietary Anchors: Report #P190399 CLIENT McClure & Sons, Inc. DATE 07/31/2018 PROJECT LOCATION 501 W Fells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 07/31./2018 Inspection Performed.: Field Data: Base Material: ® Concrete Thickness in inches: Hole Data in inches: Time Onsite: 8:0C) Weather AM Conditions: Clear, 75*F SI: eVN:tee .AAVN:NIt.V.V.:::'/: 1......... /....... 1. I. l.'/Y.'I.Y:/.•!!l.:':elf :l:l:l:':leN:l::l.'::/:::AYY:lel.•::/:I.Y:I:I:MIJ::NJ:J.':AN!!/AIII: I/J: IJIIW ......... ....... . . •f.` •1... ....... .. '.4Y.' iL :tY. `.Y.44'f f.'I.'f.Y: f.Y.•flI P.111: 11 II.'•.•t•.`.Yll.•l.•AV.`: Vf:Y.YA444V.Y.V.YlIJIII.VXN.VJAY.%.%%WIAM1YIh'A•A•Jl/IlIAV.Y:IIIlA•A`AY.VIJ.Y.KYIIfAYH/A•A`.YJMYllllll:1.V:l.`A•A•l:l:l:l:.t':::J:.'l:l.::lel•Ve::11:1:1:1.•lll:l.VI.YI.•lllll.Vlll:V.Y.....A.II.Y:I.YI:IAV.VII:f.•.VII.VNIIIIIeteeePI:.•ll::l.Yf!lllf.VlllAVllIAYMf` Proprietary Anchors ....v...............Y.v...........:..:.. t..............: 8.5 Specified Compressive Strength in psi: Depth: 8+ Edge Distance: .. /..:: I.L': l.YII.Y.Y!/.YN: IN/N.V:. ® Clean Mechanical Anchor Data: Type: • i 8 V: NY. t. /. Y:.. V . %.V.V.W t AY AI J l: End Distance: O Drilled 0 Cored • • Diameter: Unknown 7/8 Spacing: 12 OC t.t i. ..t. ..taa. iiJ.V.td Wlffldtt.t.�t.t.t.Y...fltt. A t. 1. i.Y.f. V.t.f. i.t.t. i. ..4.ti t.i• i. .. i... i.t.t. .. i.t.t. V. ? .....1...•. i. .1 .............i...t... i.t.t. ...... t. 1 .....•i. 1. i.i. ••••j• .......t. #.t. ...At.dtt.:....J.J....:......:.:.....n:...J.l::.eeJ...J.........nl.;.1..........:n..:nJ...J.J.'J:.....::::.......:::...:...::J.J.J.......t.:.J.:...AnNA nv:/.J/.n:A'I. W. AJ.v.::/..:J... J. l... nY. .q. J J .J. l\.J... l.::Y.'A .'l.l M1.A•JINJ.•• •J./.I:::J:J:::/:::J:l:N::l:l:!•' •Nl.'J:I:I.V.'J:1J•J.YJ • N.l./Y.V: /.':Il:IJ::I:I.Y:AVJJ:/.'JIJ.V:J.'!!!J!.•IJfJJJ'.'A'/l.•.:':::I.'J:/JJ:NJ!!.•/.YJIJAY.•I!/.VlIJ!!!/AYIIN.•JJ.•:J::JI:JJI.Y.•l:l:::I:I:I:I:I.•1.::•f.•!.•/::JNA•J.Y.Y!•.'/::A'.Y.•J:f'/.'J.'A'l:l.'/JA'/:/.Y:///:lllJfJ/.'AY.V.'llfl/.Yl/l/.'l.'/IAV.'/JAY:AY.'/!/.'AY::N.'/.'/.Y.'/.VJI: f.V.YJI.'J!/Jl.%.Y.%: J: NI: I:/: .'IJ :/: /J:.'l' '.. '•'I.'JN • V ' !NA " t .I./: .I.A / ! . I hlJJ • AY.W I Length in inches: 1:Y.11V.1114Y11111: •"“1'111•h•All): Adhesive Anchor Data: Product Naive: Location: AYJJAYJA'd'A' Diameter in inches: Torque (Ft. lbs.): .......... .....................::.11111'::.11':i.is1l:Yi:i.:1N:.'::i.V.14'::.41'.:1:'.i'.:N:1'::.L:V411'.iY:1':.Y.L11'::.111'.11•:fl:::.Y11•:: J:.1 -SIMPSON SET-XP22-N North Side Loading Bay \: h'.Y.V.Y:. Y. .11:.1'lJ.t':.Y. 'J.1'..YJ: J.tlh'f.t':.Yf .l'::::.�: : .t•Y.. J.1:.tt.:.V.Y::.tt1A::.YV.Y.1•A'.t14tt•Yh1YAV.YNJAtHL1L1\µ'NhNh'N.1':NJN:::NJ::.L'JJ:.t'.Y.V:.14J4'.1':J.L. it:.tt1'.Y.V.V.J.Y.l: J.i Number of anchors: 27 ■ Setting Tool Present Batch #: Exp. Date / Shelf Life: ...................Lt111'JI.LVA'.L\L\\L':.\'A'.V.VAY .G1079G1110 1/09/2020 Anchor Length in Inches: Anchor Diameter in Inches: • ® Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evolution report (ER-2508) Reason for Inspection: 0 Intentionally omitted during original placement Shown on plans or specs O Re -inspection* 0 Needs Engineer's review and acceptance* ® Reinforcing Bar 0 Holes properly cleaned. prior to epoxy installation Remarks: MTC inspector on site, as requested, to perform visual inspection on placement of post -installed adhesive anchors. Contractor placed #6 rebar as per plans and manufactures specs Enbedment, diameter and clean drilled holes were observed. Anchors were placed as per plans on this date. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Bells Hill Transfer Station Improvements Project - 18S132, 07/31/2018, #P190399, Page 1 of 2 1 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting NJ i ..tSi. i>a4». . 3x • a4, 'or F.- 3\ .. Lz. • .+ e ,.l x �: mar a •.: µ s r{�i>±' xtc> P, p i'.6l�4C'. /a _. 6F'YY"' .�1•.Yr. �'_'.;RC .. .lS.. <.. ..: S!5. .i'S .: %.:\. r. � ... 0.'tww�rSltesc.. ..S Rr UPLOADED: 07/31/2018 21:23:23 UPLOADED: 07/31/2018 21:24:10 REPORTED BY: Chad Stellern REVIEWED BY: Medhanne Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 EelIs Hill Transfer Station Improvements Project - 185132, 07/31/2018, #P190399, Page 2 of 2 Depth.: 16 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Fells Hill Transfer Station Improvements Project - 18S132 AN Proprietary Anchors: Report #P191378 CLIENT McClure & Sons, Inc. DATE 08/15/2018 PROJECT LOCATION 501 W Eells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 08/15/2018 Inspection Performed: Time Onsite: 5 : 3 0 Weather PM Conditions: Sunny, 80s*F VAWNAWAWI.Y.•I.V:I: A'I:I:I:JIN: JIN.WI.W.WNNJNA•NAYJA•AYINAK•AY.XVNJJNMYNININYMYf.VNIJA•::•J::I:I:AY:A•AY:f.•AYN.Y.•NIN.Y.N'AY.•JJNfN.VlNAY.YJ '.V.tNY:I:AY:J.V.•:JI.Y.•J.'A•I.•At•.tt•I.•!.•A•A•!.•J.:•IA'l.'A•J:.t•/.•A:•::•A•J.'J.•:::::•:::.Y.VJJ:IA•.'J.Y:KA'::J.YN.VNN!lAYIAM1VAYF'Nerenve eeeeA•AYNJI: NFYJNAYIF'AYNAM1WIINNAY.•ANN•IMWNNfF•IN.'IMNYNJJ.Y.Y/lII:F•AWJ.NWAYtN/NNJ/.YNJNJN.WAM.NANANAIAY.MNJNJ.YVNA•A•NJ:N/.Y.Y:J:IN.Y.Y:A•AV:AV.WIM•I.•JNIAt•JAtttW. Proprietary Anchors hW .fYffl. Field Data: Base Material: 0 Concrete 0 Un-cracked 0 Cracked Thickness in inches: 110 .......... .........:.A....A Hole Data in inches: ....J. ..J .J ..,AY .• ..,...,I.. .... ••! J f % % 5 Pfefil•PWAVeloWelfajoWeatetVeini. Clean Edge Distance: Mechanical Anchor Data: e.: l varies N..t I: AJ. 'KA'AYfIMYNAN'/M MNJfSYNMMNMMV.Knf.VtffMMNWt. .NWA'VN. KMet• Atentfeara1 AWN, we YN.W//IJIdnNIM flt• ANf.NV.IM1K'A'/:fN.YN/NNW.V.M'ANAIM1VIAV/NANKW/fKI.V.V.'I/NKNF lMP:F MaVACIIv.V W.Mw.WaSYfflef/X.WFWNANYN:IfJff. I:NffadNA Specified Compressive Strength in psi: l Unknown fit. YtIY..t.Y............IY.t. End Distance: varies Diameter: 3/4 Spacing: ,equally J. . . ... >..Y...Y.f.YN.I...J . ../fJ.JY _ .././.:.•: Drilled 0 Cored • • v!: NINYAYNYF•NNA•!/lJIAYNlINXAYfJNXIfF•K:NINMYfIINFN•!N!!MN•AWAYJNAYNWIIlFYlJfFYJ.YFY:F'INJJI/.•J.•N/lNI.Y.'/.Y: FY: /JFY:I.WNF•f: ftNlJ.t•JN: NI.V:IJf:f.•JJIJIJNFV:fJJ: J.•Jff.'!.•f: KJJ1.:'.V: A•fNJf: FV.Y.Y:JJJJJ.•/f!.•f:f.•IJMAV.Y.Y.•!!f.•NJ.V.'N!.•JJF•I.•/.YJNA•J.Wf:fNJI.YJJfI.•J:lIIJAYNNNAM1N•KNIfA•IN.V:NF`f:I:I.t•:I.'N!M•F'l.YN:KNIIhVNNNNNJIJF•IINA•IJNNJ.WJt!lIN.V W.YJ/NJINJJJA Length in inches: Adhesive Anchor Data: Product Name: Location Diameter in inches: Torque (Ft. lbs.) ...ym.........1.........v.. u.P.Y.uN J. SIMPSON SET-XP22-N ........ .... ..... J... .:... . f... .........:: J: '.'•.'1.::•J: •.:•.•: •.• •.•': J::: v. ..•:.V.WNNIJI.WJINANWAVINf.NY:FY.V:: •..: •J:I.V::: JJf:J:::I AVtletWeJt:I:.Vt:J.Y:AVA /.Vllet•M W:I:::ICIAWCI. 1. 2-3,8/A.5 • ■ Setting Tool Present Batch #:G1079G1110 Exp. Date / Shelf Life: 1/09/2020 Number of anchors: 128 Anchor Length in Inches :.2 4 Anchor Diameter in inches: 'S/8 0 Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evalution report (ER-2508) Reason for inspection: 0 Intentionally omitted during original placement Shown on plans or specs 0 Reainspection* 0 Needs Engineer's review and acceptance* 0 Reinforcing Bar 0 Holes properly cleaned prior to epoxy installation Remarks: Sheets: 2 of 2 Details: 2/C-002, 3/C-002 Locations: Gridline 1.2-3.8/A.5 Level/Elevation: Above Slab -on -Grade Drawings conform to the 2015 International Building Code. Y.......IN A.A..... MTC inspector on site, as requested, to perform visual inspection on placement of post -installed adhesive anchors. Contractor placed rebar as per plans and manufactures specs. Enbedment, diameter and clean drilled holes were observed. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 18S132, 08/15/2018, #P191378, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting To the best of MTC inspectors knowledge, the anchors were installed in general accordance with project plans, epoxy manufacturer's instructions and ICC ER-2508. Images: UPLOADED: 08/16/2018 12:11:19 UPLOADED: 08/16/2018 12:13:48 REPORTED BY: Santiago Gonzalez REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Fells Hill Transfer Station Improvements Project - 18S132, 08/15/2018, #P191378, Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Ee Is Hill Transfer Station Improvements Project mi 18S132 W Proprietary Anchors: Report #P192210 CLIENT McClure & Sons, Inc. DATE 08/29/2018 PROJECT LOCATION 501 VAT Eells Hill. Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 08129/2018 Inspection Performed: Time Onsite: 12:00 Weather Pm Conditions: Sunny, 80s*F LYN.YMLVAXYNIIN.YN!!!A'!M'MLYIIN.XXY.YNN.'IN:NAXYNNNMYN.XYM'AY:NVAVVA .AVNW.YIAY.XXYIIN.XYIINNIN! A WlllIIINALYAYAVIAYAYINN yA•A•AAWA•A AVAWAV.V.AVA1.V:444•A A :AVA AVAVA::1114:111441•AVWlA•VAVA JA AVAVAl:AV:A•A•VAVA 1111N:l:l:l:••••AVV AWAVIAW VANVI WAVM'!INAPAPAINN.XXV:NNNAN:NAX•rNVAWNININ/NNIAVAWA AVA AYNMV.VNNN.WNAWAWAVY.NVAVA•AV:AXHWNAVAVAYNNMVNMVIAV.V:NINYAV.V AWY! Proprietary Anchors Field Data: Base Material: ® Concrete ® Un-cracked ® Cracked •l Thickness in inches: 10 Hole Data in inches: Depth: ,. 4/6 ® Clean Edge Distance: O Drilled Mechanical Anchor Data: Type: varies j y AV.t. A A I:.:A'AN MI'A*Y V Al nAt.V.V.Vol A/: AANY. A':. 1N.Ai V 0 AAY.AWAY: AH.:A.•M I:I11N 1.AXJ.Oiled .A1MW/.NIJM'AAr: IIAAA I. 6 AANA 11A t. A .a'INN.A!.N YA AnI.A AWINi AA eat 1. Ivy .NNAe•Ye AW#N.N..yN/tN.M1I•'hwt Specified Compressive Strength in psi: Unknown End Distance: varies 0 Cored Diameter:;/8 / 7/8 Spacing: equally v. NamAVIJNM :•N.YNIN AWA Ai { { f.ANNNAA"NAYN AImX AXY/{ AtY:A:VA:Y::::.:V:AXt•.:Y::::.VA:•.VA::HLNLt:•.1•.V.:1'.V.L•l:.'IN.Y.S'.L'.:LHL•:::::.:LH1V1ALV.1Y::. hew •.V::.:YA'.::L•.LVN.L•.1A55'.V.t:•:A:HV.V.V.Y.:LYAVA': ALt1VA:5:NLy.H'.VA•AVALLLHLNtNHWAXAVAVAN1A'.V::.V::AV.A'AH':.•II:A5:H5.L:LSLHVNN.:HVM•NAY:.Y.5V1NV HSY.V.SV.':11 A4W51LLX•.•AS:XLHVALY.•N.:X55V.5H:• HNM 5VAWAVHS W Y.YN X L AW1 ♦ 1 M YA ♦ Y 1M1L AHi /V.'NSWYN YWAVANtXN 'A51NN♦1•N SSti Length in inches: A•AHHVVAAVA •J Adhesive Anchor Data: Product Name: Location: Diameter in inches: 3 $AiweAva ANLXN Torque (Ft. Ibs.): Y•u•.•u v.Y••yp.•.•.YL IY.•.vvY.•••••..yu••••o•v.• 1 N• •.•••y.u•u.•Yyuu•uu• .. ) • •Y.• Yu••s••.•uu•• yyu•u• •.tYYNu •. • sYYuVY fu.yu.YN/•. .uR• .51Y•• •u .•.Y / P•uuy SIMPSON SET-XP22-N / Hilti 200R .1'A'.L'.L'.A LL'.LSL'.L11HV.`A'A'A'.1LV.LtH lttl• •A•.:'.1'.1'.: ::1'.1•.V.::LLLY.L'IA •1:1:10••ALIIVI.L•:.:5..NN%•i:.VN.:'.111:YNA::M11L•.HL•AX•.VA•.1L•AL:•A1•.15Y1:.1•.K :•I:::.L'.:LV1'.1'.L'.1'.1'.% 1'.1'.'It A'.111:V.1LL•N.L11'.1H:V: l.':::: •.Vh1Y.1•A':.1LL1LYi:.HHVANIA' Epoxied Dowels Installation in Upper Right Receiving Slab and Edge Angle. !.'I: '.• • ..: I.V.V.Hy.V.HY.•IIIIIAW.W. ,.v N1NlAVA•.WNmI IA•f1Nlllllll.VIN.X•IN:AYNIAYIIM'IMVIAWA• :.Vl...... .1.. .V.V.'Ill:lll.VfNe.vet..nNAYMYItlAV1AXHYNN.V.YMVNNlIINI:I.Y.V.'IN.Ht.?..'.•.WI.Y.V.'I:I.HV.HVMY:I.tt'N% I.LW00000000A:1'AH ■ Setting Tool Present Batch #: G1079G1110 / 200017L2 1::.:'.V.1•11411A'N.Y.::::LKLXf.{ Exp. Date / Shelf Life: 1/09/2020 / 5-19 G,A•»•Neemeer vn w.: eenee n..n. NIN.y.'!: Itllt: A•NH Number of anchors:30 / 10 - Anchor Length in inches: 6 / 7.5 Anchor Diameter in Inches: 5/8 :.� :•: '.�':::::.V.•!.'l t:LW:AV : ..... .:•1..........YL•.LX•.L:. I.LNL'A:YI..vAravb Lay., 0 Anchors installed in accordance with manufa.cturer's instructions, specifications, and corresponding evolution report (ER-2508 / 3187) Reason for Inspection: Shown on plans or specs 0 Re=inspection* 0 Other ® Threaded Rod Remarks: ❑ Intentionally omitted during original placement ❑ Needs Engineer's review and acceptance* N Contractor Design ......::.L•A•.NLLNLI♦W.LHLLLV 1111111 .l'.t•.YAHLWA':l:Il':•I.LLL'M1tt•N.Y.tY.•.t•.N:LHVMHLLtLL•N.Y.HVAN•.\'A'.NL•AN'.YAll•.Lt'I.VN.NY.V.V.HY:AY.HY.:LY.t•.L•.HL•.LHHWA•ML•.L:VA:t•:.L:•.nLSH\LL•.LW.iLt:LLYAtt41•M1•MY.:•.nY.Nt•.LH1L11tt•.VA'M1lt•A•.1'M1•N.L•NA1YAlttLlt•.LN•At\LLLL•.L'A:YN.Y.HLNtttt•A•A♦Y.tY.NttlNttYA'.YAYC ® Holes properly cleaned prior to epoxy installation Locations: Epoxied Dowels Installation. in Upper Right Receiving Slab and Edge Angle. Level/Elevation: Upper Right Receiving Slab. MTC inspector on site, as requested, to perfornn visual inspection on placement of post -installed adhesive anchors. ',ontractor placed dowels as manufactures specs, no details for this, for contractor information only. Embedment, Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham Silverdale 360.647.6111 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Fells Hill Transfer Station Improvements Project - 18S132, 08/29/2018, #P192210, Page 1 of 2 1 • 1 St: • • • Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting diameter and clean drilled holes were observed. Contractor epoxied 30 headed studs into slab base and 10 threaded rods into edge angle. To the best of MTC inspectors knowledge, the anchors were installed in general accordance with epoxy rnanu.facturer`s instructions and ICC .ER-2508 / 3187. REPORTED BY: Sam Hyatt REVIEWED BY: Luke McCann, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eells Hill Transfer Station Improvements Project - 185132, 08/29/2018, #P192210, Page 2 of 2 1 r ) L Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eel's Hill Transfer Station Improvements Project - 18S132 - Proprietary Anchors: Report #P192532 CLIENT McClure & Sons, Inc. PROJECT LOCATION 501 W Bells Hill Road Shelton WA Inspection Information: Inspection Date: 09/05/201.8 Inspection Performed: Time Onsite: PM 1:45 Weather Conditions: Proprietary Anchors Field Data: Base Material: ® Concrete 0 Un-cracked 0 Cracked Thickness in inches: Hole Data in inches: Depth: two 4-7 YM AYJNI.IAM'A Clean v Edge Distance: Mechanical Anchor Data: varies J. J. f:JMY.'NAv.WAY.AWMVO. O Drilled DATE 09/05/2018 PERMIT # COM2018-00009 GRD2018-00001 .YHNHHW4'.!/"!"`.Y fII'FYM..N.Y'J..N.YINIMYl42YNN/An`NN.V *OW VAYNNIWNI/MN1Xl//VY.YY..I /'NMMY.VI/N)NN/f/YJIJYI: Sunny, 80s*F { ISC'IiLFV SEP 11 2048 615 W. Alder Street. Specified Compressive Strength in psi: Unknown ,Y.,YVY.MYYIP!..4 End Distance: varies {/..J.yM1l.IM /.IMV.'f:J: A/JAM1:M. 0 Cored Diameter: 55/8 Spacing: Ee iil YMY:J.Y.AY.NJ:f.btON:rw fa qually verve.YlnY.nYA4Y.WJ.YJJ.WAWIHJIJJ.YNVAvneaveHAV.v.s.v.nYeetnwAY.YNMMYMWMYJNNHAMWAY.v.INJAY.YXHIJIJnYNJJAYJHAYNN.YHtJHMWH/J.vme.vente.V.Y.Y.werne•Are enveteHIJNIAYJnv.vevn .e.Y.v.•NHJ:J.nYJJINA•JIJoteme eermJ.YIAY.nvmonen /om YAW.nYlJJAY.YHNHJHJNfAwm.v.v.weetAYAYnetentIJHMYWJJNNH:J.nvv.'Anvvniv.w.viene JJ.vh J.YA•M•AY/. Length in inches: i xn+nn•.nY.VAS Adhesive Anchor Data: Product Name: Diameter in inches: ..•.•.•••• f •.•r/s..//.. f... f./u.NuuuYuu V•I !AVM y`/'/Y./n..M ISIMPS0N SET-XP22-N INAA Aen M'ern NIAV. A J.Yr*F:.....n Torque (Ft. Ibs.): Location: ;Epoxiedy Dowels /Installation in U lerJfLeIdt JXReceivin'^J Sieb. N!/JA'JNlNJJIlInVN:JNl. NYANY.11nYMWAM\Y' Number of anchors: 30 Anchor Length in Inches: 0-B . n:nwA:nnnW. 0 Setting Tool Present Batch #: tG1079G1110 Exp. Date / Shelf Life: 1/09/2020 v v:lf .v. on: e Avl. vncea. : •JJn.nl:nvawn:X:e.vvv.v:Nnv: Anchor Diameter in Inches: 5/8 0 Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evalution report (ER 2508) Reason for Inspection: 0 Shown on plans or specs 0 R.e-inspection* 0 Other 0 Intentionally omitted during original placement 0 Needs Engineer's review and acceptance* Contractor Design S.YHN.WXAWNIfXNA'AWINNMAIlIJIMVNNAYI.'lJ:::.1.'IJIN.nn•NYAYWINAVJJN/!J/IAYJNHAYlJJ/N.n'1.VfJJJJI.Y.YfJIJ.v.YlI.YJIfIJfnnYNN.YJAWt.'IJI.'J.:'JfJn'J.'J.!'J.'f.'J.'!/HlIJ.'JJA'/.'!.•J.Y/J.nJflfln•J.VJNNAYfAYf/f/XNJA'AYNNIA'NHJNNJNNJJM1:M1VXIAWAlLYM`NJJ/NXNN.WJ.VX/JNIINNN/!A`NJJ:AYXNJ: 0 Threaded Rod 0 Holes properly cleaned prior to epoxy installation Remarks: w p.Y..........er.......yvvee.....uu.......................JJ:J:NNJ: JJJJJ:: JJJJJJJJJXL'J::J/.:•J/.'!.•LR'JJJJHIJNJ.•J.'!:JJ•.Y:.:'!.•l.`Nl: NAY:NNL•HNJ.'/JINX• IAAWAY.YJI.nWAWNNNNAYN//IAWAJ.YNJNAYellsWINA'N/JAYJfHJJN•WAVVIMAPIO/.Y/!.•XNfNN.WALVA.< Locations: Epoxied Dowels Installation in Upper Left Receiving slab. Level/Elevation: Upper Left Receiving slab. MTC inspector on site, as requested, to perform visual inspection on placement of post -installed adhesive anchors. Contractor placed dowels as n•anufa.ctur. es specs, no details for this, for contractor information only. Embedm.ent:, diameter and clean drilled holes were observed. Contractor epoxied 30 headed studs into slab base of upper left receiving slab. To the best of MTC inspectors knowledge, the anchors were installed in general accordance with epoxy manufacturer's instructions and ICC ER-2508 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 18S132, 09/05/2018, #P192532, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Images: UPLOADED: 09/05/2018 15:5558 UPLOADED: 09/05/2018 15:56:16 Ia•••• •••••••=inS•SOSJ UPLOADED: 09/05/2018 15:56:34 UPLOADED: 09/05/2018 15:57:17 REPORTED BY: Sam Hyatt Jr. REVIEWED BY: Medhanie Tecle, Project Manager Corporate e 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 188132, 09/05/2018, #P192532, Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting e Special Inspection • Materials Testing • Environmental Consulting tE . s H CI Tra�3� f r tation llmpt vernents Project 18SL2 Proprietary AnC Report #P192716 norsa CLIENT PROJECT L McClure & Sons, Inc. CATION 501 W Eells Hill Road Shelton WA ll r. � � a nspe uc n�� ma Uon s Inspection Date: 09/07/2018 Inspection Performed: Held Data: Base Material: ® Concrete ® Un-cracked Thickness in inches: Time Onsite: 09:00 AM Proprietary Anchors Propriety A6 Hole Data in ices Depth: 4 Edge Distance: ® Clean Mechanical Anchor Data: Type: YNJ,. J.we.! A HftAAA •.I.YM..M.YA.. w. Y •wYN.v- >fAWN.WNN/NWVNJNNVJ/NNl:: O Drilled. Weather Conditions: DATE 09/07/2018 PERMIT # C0M2018-00009 GRD2018-00001 Y...Y.v..Y—...........��....................,..............................�.,�_....... Cloudy, 55*F __ _ - - R t VED SEP 1 2018 Specified Compressive Strength in psi: unknown 1 615 W. Alder Street L A1VM . End Distance: •.YtaW.WA J: HA•JJ/.YJNVJNI.V.Yet 0 Cored Diameter: 7/8 Spacing: 24 4JXAN�NNN•Nc& W.N'INJfNM•I.•HAYIW/.•/IAY.•AYNH.YX/f.YXMMM/IHNYJNJAVJNIHf1NMINlAY/NMYXN:IMYMYIIMILKYWJ.WM•XJN/A•IIM•N.YHX:AWXAYNLYALKKWANYAYf.WNAV,•/ffN.YJNIN.vYf: NJ: NIH.VfA•J.VN.V.•XI.Y: l.•A•/JJ.'XJJNA•I.K'JN: NNNJ.•I.V:: JA•AYN: NA•JN.YWMYJNJNMMffAVA•JNJJNNN.WHXAMNNX.WAYlIJ XNJIfN.'JN: JN: /:I:JN.•J.•JJAW /. V.Y. V:A•fAV NI:H.YA•.YXffI.Y.K'HAY:I.nK•NJJXA: Length in inches: Diameter in inches: a Torque (Ft. Ills.): NM1ta%WWANLKV7 ❑ Setting Tool Present AA sine Anchor Data: Product. Name: 1Iilti HIT HY 200 R Batch #: a , , 4 L'.�i: l.A'J. •: J: :J: :\ Yb N:JA.YJ YJA•.L'11••.•••YAWANK`ANLYXA'A41'NALNYJ:.Y.YLLYJ::A'::BY::.i':JN::.Y:::JN::::.W:::.Y.N':.YRb41'J: AY::.K.v.v.WJ:::: A'J: JJ: J.YA' NAN'.L :Y:::: ✓::: /:..::.'............:::JA'NAiY.\YJAM\NN\N\NM144vYNA• Location: Edge of upper Dock Exp. Date / Shelf Life: 05/2019 Number of anchors: `10 Anchor Length. in Inches: Anchor Diameter in Inches: '8I4 ® Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evolution report (ER-318 7 ) Reason for Inspection ❑ ❑ Intentionally omitted during original placernent Shown on plans or specs ❑ Re -inspection* ❑ Needs Engineer's review and acceptance* Threa.cled Rod ® holes properly cleaned prior to epoxy installation Remarks: SHEETS: No plans provided on site DETAILS: N/A LOCATION: Edge of upper slab MTC inspector on site, as requested, to observe installation of anchor bolts placed for additional support at edge of upper slab at unloading dock. Holes were drilled at an upright angle, to a rnimimu.m depth of. 4". Inspector witnessed contractor properly blow, brush, and blow holes before anchor installation. Holes spaced 24" O.C. and threaded rods were placed through steal reinforcement connecting to existing slab. Please see photos below for more specific location information. NOTABLE ITEM: The installations noted in this report need to be approved by the FOR because plans were not ava la.ble on.site at the time of inspection. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241 . 1974 Fells Hill Transfer Station Improvements Project - 18S132, 09/07/2018, #P192716, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection © Materials Testing • Environmental Consulting Ina. UPLOADED: 09/08/2018 10:03:44 44. UPLOADED: 09/08/2018 10:03:46 UPLOADED: 09/08/2018 10 : 0 3:48 UPLOADED: 09/08/2018 10: 0 3 :45 UPLOADED: 09/08/2018 10:03:47 UPLOADED: 09/08/2018 10:03:49 UPLOADED: 09/08/2018 10:03:50 REPORTED BY; Cecil Clark REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241 .1974 EeIIs Hill Transfer Station Improvements Project - 18S132, 09/07/2018, #P192716, Page 2 of 2 Materials Testing Consulting,Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project v- 18S132 - Proprietary Anchors: Report #P192961 CLIENT McClure & Sons, Inc. DATE 09/12/2018 PROJECT LOCATION 501 W Bells Hill Road Shelton WA PERMIT # COM2018-00000 GRD2018-00001 Inspection Information: Inspection Date: 09/12/2018 Inspection Performed: Time Onsite: 08:30 Weather AM Conditions: Cloudy, 55*F Y NAVAVR AY.'AV.VNNIAV.V.VRAV.VINNNJNASV:AYlt•.tV.VNA•:::AV.V.•A'AV.V.V.V ARAVAVAV.WNNNNJN.V.YfAVA•::::: NA'AV: AVCA141.V.'llAV.V:NNI.V 1444V/.•:VAV " V.VI:IA'Nf.'.VI:::J:1.VJ::f:/.V:A'N.LV:f.•!.w..,:l:IN.V:::::AV.'I'f:I.V: A'::.V::.V.VIAYYIM•A•AV:•.V:•:I:I:I::IAY:::.tV•.LVJI.•J:AHVlNI:r.'AV.V:AV:N:JI:AKVN:r:NI.WINIAVA•.V:NNNJ:AVlAVlA•AV.•AV.VAVA'NAVN:A'NNIAVAVA NAY.V.V:AV:NfN:r.V.'NNf:AVfNA•NA•N/If.'AVINt:AVN::.'.VNALYAV:f.V.'!.'!:!.•l:.tV:lN: A'AV:f.Vt/.V.V:J: Proprietary Anchors Field Data: Base Material: ® Concrete ® tin -cracked Thickness in inches: :unknown Hole Data in inches: Depth: f8 ® Clean Edge -arible Distance: Mechanical Anchor Data: Type. iVW YYNnWl:nrml:rnr:NrtnNn r Mn NrI.nA:r.r:r....:.nnr.t.t.r::Nrn::n.. r.ArmV::.vIAl:AA M1Wor.unnn .r.Nf.I.V:AA .ne.*Y. Specified Compressive Strength in psi: End Distance: unknown A.: n AVN.r.nr. e.:. ..:: O Drilled 0 Cored Diameter: 4000 1/2 Spacing: 6 e. AYM'AWA AMV.nYai. 5'.\!A5•.LL'.15•::.V.Y.V::.V::::::.:Y:.Y.V.11Ant•.:1H'.5':A• Nil •::.1•.\•.L•.YA'.5::51:1\'AV1A•A'::.Y.LV:.\'.V.VAVMA%WA•AWVA AVA%%%%%%VAAVAV•VA%%%V.N555%%%%%W.1Ntt•%%%%%%:NVNSY%%%%%% AWAVA•:A%%%:VAVAVA:.'NANV.LV.551'IVAVANY.::INNSVNYMSXVAtVAY:AVAVA%VA'AVAVAµ•.V.YN.VA1VA%% •AV A At V:.1VA1Y::.YA54WAH:SnVlAttY.Y:ANX1511:Y.1:RYN.NRnnSYAV.W\LYAV.5R5ntY::.:::l V.V.nV.S'; • YANVAV VAVAVfAVN:NN:::AV.•/lIN.WAVA AVAVAVANV•WAVV.VPAA•IAYf.WlMWIMY•4414V VAPAWA44V.NnYN.Ve• •• %WV:N,14`AVVVV't%WNW:'AV VVIM NI:••:Vl1.V:::I:: N:1.VA. 44•A•AV.•I.'1.Wl:J•/:l:NNIIAV:A1*4P We MVP.NNYNlN.44WA•NI:AVNNASW.W.V.V.•AV:AVlA•/Nf:.V:AVµWI.•NAWA•lA44444%MM•NNNAY:IMIlIIMV.WAY.•I.Y.WI.44YN.V.WAY:NlNNNIAV.•AY.•/.Y:N/fJ:lrAYI444VA Length in inches: f Diameter in inches: ti:.::N.:..:....... Torque (Ft. Ibs ): 0 Setting Tool Present .tN•ANSLRnVAth h▪ Y:i AInYN.Y: bW. }Aq▪ •.nn\\WNAY.'. Adhesive Anchor Data: Product Name: Hilts Hit-HY 200-R :Am '..V.•t: '.. I. J.!.. .l. ..............1...:.:f:1.1':::.•:•.'I.!fI!'•::.i•:1:::!:f:J:f•.•.•:.......:::I::.:"I. NlM1%••• :::.'• Vet II:.WAVAVVVVA1AVAVIAA AV ARAN. AV:NA NV AVR!/ASV/.'fN:/!I� Location: South side of South wall docking area ,..........t..I Number of anchors: 24 YYYYY> Anchor Length in Inches: 10 Batch #: `0603 29 L2 1 A: ! eV eV VC RI!/ !Vfl WAN% Exp. Date / Shelf Life: 0612019 Anchor Diameter in Inches: { /2 O Anchors installed in accordance with manufacturer's instructions, specifications, and corresponding evalution report (ER-3187) Reason for Inspection: ❑ ❑ Intentionally omitted during original lacement Shown on plans or specs gp ❑ Re -inspection* 0 Needs Engineer's review and acceptance* O Threaded Rod ® Holes properly cleaned prior to epoxy installation Remarks: SHEETS: S-008 DETAILS: A/S-008 .LEVEL/ELEVATION: Foundation to Level 1 MTC inspector on site, as requested, to observe installation of proprietary anchors placed for stairs on the south wall of transfer station from foundation level to upper level (1) . MTC inspector witnessed contractor blow, brush and blow holes properly after being drilled before installation of any anchors. Twenty four 10°x1/2" all thread anchors were installed horizontally after epoxy application. Please refer to photos below for areas of site where work was performed. To the best of MTC inspector's knowledge, the work performed was in general conforrace with project plans dated 10/19/17, epoxy 'manufacturer's instructions and ICC ER-3187. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eells Hill Transfer Station Improvements Project - 18S132, 09/12/2018, #P192961, Page 1 of 3 • I • Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Sa r a es: UPLOADED: 09/12/2018 17:59:18 UPLOADED: 09/12/2018 17: 5 9: 21 UPLOADED: 09/12/2018 17:59:23 UPLOADED: 09/12/2018 17 : 5 9 : 2 0 UPLOADED: 09/12/2018 17:59:22 UPLOADED: 09/12/2018 17:59:24 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net EelIs Hill Transfer Station Improvements Project - 18S132, 09/12/2018, #P192961, Page 2 of 3 • 1. i • • • • Ir Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting UPLOADED: 09/12/2018 17:59:25 UPLOADED: 09/12/2018 17:59:26 UPLOADED: 09/12/2018 17:5 9: 2 7 REPORTED BY: Cecil Clark REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Fells Hill Transfer Station Improvements Project - 18S132, 09/12/2018, #P192961, Page 3 of 3 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eelis Hill Transfer Station improvements Project wi 18S132 W Proprietary Anchors: Report #P193532 CLIENT McClure & Sons, Inc. DATE 09/21/2018 PROJECT LOCATION 501 W Eells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 09/20/2018 Inspection Performed: Field Data: Base Material: 0 Concrete 0 Ten -cracked Time Onsite: 11: O0 Weather PM Conditions: Cloudy, 55*F NLWNNAVNJNWANVAVAP AVJKAµ•AVfoWAWJNJJNAVNVICAPA JAWJAWANHIVAIVJNYNAW/NJNAV/N/AVASM1VJAWAWNNYJNAVAVMV/AV. AVIMPA JAVC/W.NN•NJ.VJ/.VJJ:J.V.LVJN:/:/.MNJA•AWAXYYAY.WAWJNJJJNA•IAWAPJA V:JJ/JAV/J.'J.AW/.54WNAAVAV.•J/JAV.VIAWN:NJN.AV:JNJJ.Y. AVIA.VAVAY.WAVJAV•.:•JJAW:: Proprietary Anchors Thickness in inches: ?unknown Hole Data in inches: Depth: 8 0 Clean Edge Distance: Mechanical Anchor Data: Pr•rPe: varible Specified Compressive Strength in psi: End Distance: unknown O Drilled 0 Cored Diameter: 4000 est. 1/2 J:J.Jettlet WAY . AYN Spacing: 0 ...............•....::.:54'.L'::.L'::::':::.L'.Y::.L':f5:5`JhV.5Y.5'.L'J.V.L'.5'.L:S'::.\.V::.S•:f.L•.V:::N:::'.•.L•.LLL'.VA54NM1LYNLµ•:fA1VA'A•.LVJ.L•A54'.Y.L•.L\:LV.M1'ALINLLVfh•ALV.YA•.LLSW.LL fA544YN.5•.L•A•ALM1LL'JJ ffl•.YA:Y. A::•A\NV::AWAHNLL:LLL' •:fA:Y. •J:.:LY. •. 5 H :Y.. LLY.: V: •. •:A •:hLLY .:Y:J.Y:.LNY.5:N5H'. `Av: \:•- •.V:.:YN V •... •. n:LLYA•Y: SnY.V. •:A:• ' .. .. 5 NY .NL L L L N 1 YL L A \ L t \ • •.1 ..L ^L Y • L •A YA A.YYYN L:L'Y'id :'AAY: LN4:1Y 1:Y.Y.V.• ttete'A•A•f:fJJJAV:INJfetteitJ:JAmeee NJJNNN.Y.Yff.'Jtteeetteten VJAV.LLVJ.•.YffAYNN:tettee JJNNJJNtetteeNJJJNNJfAWNAettte•AeeiteeNeenteteetetefJNJAYNNnte AYNA•NJJAYJ.Wf.• t.vene Y.YAVJf/JVf•f.Y:eeteet•entte.Y:J//•f NJN:::f eetete:tteet.'AY:ettere: AYtettte•f.•f:f:AY:!YYtet:.•J...JJJJ•fte.Y.weeteet:JJ:NIJ eceteteeteJJJ::J:reet V:J:JY.•fJV.Y.Y•JV.Y V•JV•Ja••.V• Vf % f ! e • • J N • f e e. f Ae. .e .. .e NAYJA•AYn Length in inches: WfN.YAV.NLYN Adhesive Anchor Data: Diameter in inches: 5 ...........w. Torque (Ft, ibs.): Product Name: Simpson Set XP Location: Crane form and Loading Bay Waste Chute Number of anchors: 39 I'M5'MAVAY.YA:LLYA%' Anchor Length in Inches: 8 ;..1% A . ••N...•AA 0 Setting Tool Present 1000008345 Exp. Date / Shelf Life: 5/1/2020 Anchor Diameter in Inches: 1/2 ® Anchors installed in accordance with manufacturer's mstru.ctions, specifications, and corresponding evolution report (ER-2508) Reason for Inspection: 0 Intentionally omitted during original placement Shown on plans or specs 0 P.e-inspection* 0 Needs Engineer's renew and acceptance* 0 Threaded Rod 0 Holes properly cleaned prior to epoxy installation Remarks: SHEETS: S-001 /6; S004/2 DETAILS: S-001/6; S004/2 LEVEL/ELEVATION : Foundation to Level 1 MTC inspector on site, as requested, to observe installation of proprietary anchors placed for Loading Bay waste Chute and crane platform. MTC inspector wi.tn.essed. contractor blow, brush and blow holes properly after being drilled before installation of any anchors. Twenty four 8"xl/2" all thread. anchors \:\ ere installed horizontally after epoxy application. Please refer to photos below for areas of site where work was performed. To the best of MTC inspector's knowledge, the work performed was in general confornace with project plans dated Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham 360.534.9777 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eelis Hill Transfer Station Improvements Project - 185132, 09/21/2018, #P193532, Page 1 of 2 Materials Testing &Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting 10/19/17, epoxy manufacturer's instructions and ICC ER-2508. Images: UPLOADED: 09/21/2018 01:56:47 UPLOADED: 09/21/2018 01:58:54 REPORTED BY: Kam Binns REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eel's Hill Transfer Station Improvements Project - 18S132, 09/21/2018, #P193532, Page 2 of 2 onsui tit GLmSni u Eminireeing kik emit/Ain • Specitil in * ijni ! ink Ting * Fn :in'nmentti Conculting E A nartutric Ninny M! Eells Hill Transfer Station Improvements Project 18S132 au Field Report: Structural Steel , Fab shop: Report #F187 84 CLIENT McClure & Sons, Inc. DATE 06/19/2018 PROJECT LOCATION 501 W dells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 06/19/2018 Inspection Performed: Comments: Time Onsite: 8:30 Weather AM Conditions: 60s*F, sunny Structural Steel, Fab shop fII.'M101 I. I.LY.f.O f. 1.l.• a.i... ne• • n...-..nryne.I t e • ••I•• •• / • I Sheets/Details: LC welding and fabrication LLC shop drawings dated 4/23/18, Mason County Solid Waste Dept. Eellis Hills Transfer Station structural drawings, dated 3/29/18 Location' LC Welding and Fabrication LLC. CWI with MTC at fabrication shop, as requested, to perform visual inspection on completed fillet welds of colu.rnns and beams. 3 , Completed fabricated parts that have been vi.su.a.11y inspected.: HSS Columns: 1A, 1AA, 1B, 1B,1C, 1D, 1F, 1F, 1G, 1G, 1G, 1G, 1H, 1H, 1H, 1H. See detail 1/S004 and shop drawings. Chute Plates: 3A, 3B. See detail 1/S004. Chute Plates: 3C, 3D. See detail 2/S004. Chute End Panels: 1 and 2. See detail 2/S004. Cross port Pipe: k3. See detail B/S004 Stair Hand rails: (2 sets) 5A. See S008 and stair submittal package. Stair Braces: Four (4) 4D. See Stair submittal. package. Stair Brackets: Eight (8) 6AA, three (3) 6AB. See stair submittal package. Crane Platform. Rails: 16A, 16B, 26C, 26C, 26D, 26D, 1.6F. See shop drawings and stair submittal package. Stringers: 4C, 4B. See shop drawings and stair submittal package. All welds inspected conform to AWS D 1.1 Visual. Acceptance Criteria. Welding Parameters: Material: Steel conforming to AISC 360 Process: FCAW WPS: LCW18, LC-208 Welders: Leif Christensen, W05039, APR 1, 201.9, Amos Christensen, W 16221, JAN 1. 2019, Adam Cooper, W22606, exp. VUL 1, 2019 Equipment: Miller XMT 350 CC/CV .": r sx r • Rest • fro sst tairflpi tam ami d teassertriatv :rare x rrNc:sara:$ s acxet f:•s Kiryisx i 1w ' .:z: • t : xa troki -x rt i nt: • m aer4 mi :OW tyrtifivristii4vxi -0k: w,x:'.: aeat far twae :ix41 tecturrarr 4 rs."(avolirras tr # MeV rtn itivriirtf.yrrt.pietf if in:Stif :.. XT* : .ff.*1` i : 4,014 4 ! .14 ►"I� # I• w 1.1 ## mitto.1 TioN06, &. r;tl t ux:4l > f ,. YBr5 . l f! t. 4 r PI rf.:a prp..r ie * 777 ':I rydrr Delve it u r in. t OEn WA 2 ..: ' Php•me :; i&IS. - 1990 a Fps 300.7$$.1.9114 S fittgiort I i E. '0a alac; I:.� �.>:� H .: •'e f.f i y r( 3111 1-1 ;r: I.1'Eoti g ,�•�.;tt.I ,: i a4 ,9 •t t• •"IF 11444 3 (441 ,.Y:..'iST 11 NW eikt ` IR $ :an t tit S tit ':[: r ! 4 :S•e1 1 I g b a m a 1( : s S ti a'u a a- :i4l 64. • f i4ii'i 1 .fri: 3.00 ! tri;.4 7 V e•l.? :DU r Y • 5A. e : w'vt:rrc ,: a.r EeIls Hill Transfer Station Improvements Project - 185132, 06/19/2018, #F187684, Page 1 of 3 a, 4 e • • • OflJSUI tifl GeetilninsiInimittrinp fir' Corm/Ming *Sperinl Ins.pectitrin * Mir#&GIs Feting *Envininmentil:Cesrpctinirig nievimenntAnanuta.SinaI n! Electrode: Select Arc Inc., Select 720, E71T-1C-1M Joint/Fit-up: Fllletrf joint, Lap, corner, Single bevel Groove. To the best of MTC' CWI, the welds observed today were in general conformance with project plans and specifications. Images: UPLOADED: 06/19/2018 16:54.41 Chute end panel plate assembly UPLOADED: 06/19/2018 16:55:46 Cross Port Pipe Y a+ UPLOADED: 06/19/2018 16:55:15 Chute plate assembly L PLOA.DED: 06/19/2018 16:56:57 Co umns AE, i . , s ra kir in fir t,*#,• #,ouy m?ati a�arsj rss�t�s' ,il :io^�a s 41. • oW;11 W s pearl f�;a ;:.. ;3/4 iw;' i�& rv, ...... siw n E :w;:its ar; star �rc%wai' � �sr : • 1 r� tram, ueaete r' u' mtimris x�F` sts.. sets . .. .......... � !� ;�. � .. ` � :>�!3?.....,... " Per! f - � . . �,.... , •"�4 � , .. _.. f"�?i�•s .. .:!!?!�S!%...... r tAt!!tiigASaN!! rr 4t:# Iv.rfflf , 7 Nicflirdrff • 1' rfrflif Nafttra icfsnlOtiti !!rf ITS.Rt hpricti., p.4fr'0 S! a . r Al 1.4r1. ls; re n Cul A y,7 ffr s l s$f s :. gar :. 1.!! T".. 4: k a r ~ .:I'f•• ti orp.nr t * 777If i ry:01pr 1}rkvt * U I :inta:► I1, W A f+ eel��l2; .i� ' Phi ne 14t 7 5$ . 9940 Fax 30 iS 19 $0 $. . ,y� * .'?{ j L $ ` : q j • s 1 •' 3t.4., '`ti°f' A: • : K # ` : " ` �i �! tQ�' i ? 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Gr. °4vd1nirfI Erionsetrifig Cormulting * : al :In d4rn Niifieritils TeNiiing *Enkironmentaterinctillimg Vi.rr Anuranar Sin Mil UPLOADED: 06/19/2018 1. 6: 58: 23 Crane platform Rails n r.. •R� d . rcY - d - }i (... C %+ .So• i+t?.. fly UPLOADED: 06/19/2018 17:00:05 Stringers and UPLOADED: 06/19/2018 17:0 landing REPORTED BY: ()Ism Daly REVIEWED BY: Medhanie Tecle, Project Manager UPLOADED: 06/19/2018 16 : 5 8 : 5 5 Stair rails :01 Braces .'< -: O f - *yr : • txa SeintAl0 i Ifi:Vis ixs: u.ar4 �;•wWrii�c# :. r.? .+. i r� : :.� i n ieFfra yri; q 1rss x.. i !Er:: rake. :iogatit ru �,E i it moots•: a u° :ae" , i ec . S, u: s w a > 1 yup�� : acaT s iraph 14 iw�>. inn Alt iiiir kstrA "!0.. �� tv urc;. iwt t Rr ... � f .. .... � ' . ... .. �.♦ •.: r'� r v.. .. l.nr .i �-. .. ..: .. .. .. .v r � iC"'R{�'�!! ... .... v'<Sv4 ..n�. ... •.� �'!!`^. :'.. .. ... �.. ....v�..3 C.'1r.... ...�.....:... .... 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PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 09/13/2018 Inspection Performed: Report Profile: ® Any Deficiencies Noted Comments: Time Onsite: 11:30 Weather AM Conditions: 50's *F, Cloudy Y•11WAW/HH.Y.Y.V•WA!:•:fell!teleAY:/::lA•A'!/HJ:AO AY:H.•: elet.•VAVAYI.Y:/willWA LLWAWAHHHI.WflAVOMPAVAWAY.Y.YAWAV//II/.V.NKWlHM•H1.Y:AY VHwren yin :veiny/ .f:Hf AV.YV.%IAWAN' /IJ.LY/:lee AleAY:l.XY'A•!We .%:f1•.•f..'!.•...LLV:l:llf.YWMAP .Y.VAYAV.Wel%WA•A'.Y.'l'•%V:AY'lfff/llf:A+VA•flJNJ/We %V • V v vette.ryVHl/I.XV.Y.':J.VHI.Y/AWY.'AV.WYW.WY.YH.Yilll:l:l.'A'AY.ve.wet e.vetene.V:AV:I.Yi FY.'AYNfIN.WAY.WHAV.V.Y.Ylareneree.'I.%!A•/lA1AY.'AW'emete Structural Steel, Job site •n..pryf.'.... t......I.:. Netee fen ow. ewetwe. dJJ:I.WA/./.:.e.nf.e.a.f.LN6NA'hLV:/:/4.VifN.f:4rant. 6VX:AAt. :f:node: de e.f.M1I.Y.v.. i.WIiIH.W AXVNlH6YN.VtI.WOVitee.VaH:::/N.Vet.Y.'e.e.gLv.V:Nf:f:F::i.::I: A'*WI IM Anita now. Drawings Conform to IBC, AISC 360 & AWS D1.1 Sheets: G-002, S-002, S-004, S-006 Locations: New Waste Chute Plate Welding Along Gridline B Elevation: 320' (approx.) Details: General Notes & Inspection Schedule on G-002; Pertinent Notes/Details on S-002 thru S-006 Contractor: McClure & Sons, Inc. Steel/NA eld.ing Subcontractor: LC Welding & Fabrication Visual Inspection: Contiuous Inspection/Observation of Single -Bevel PJP Grrove Weld. 1 elding was completed by WABO certified welder: 1) Leif Christenson, #W05039, Exp. 4/1/19 Welding Process(es) : FCAW Welding Procedure Specification (WPS): Forthcoming Waiting on WP'S to Clear .Report. Equipment: Lincoln Pro Wire Feeder Via Miller Trailblazer Gas Drive Welder Generator. Filler Metal/Wire: 5/64" ESAB Coreshield 8, Classification E71T-8D Joint/Fit-up/Welding: Partial Penetration Groove Welds. Cleaning: Slag Chipping Hammer, Wire Brush/Wheel & Angle Grinder Position: Flat Base Metal Preparation/Preheat: Free from Scale, Rust, Moisture and Lubricants- Preheat As Req'd Per WPS/AWS D1.1- 32* F Min. To the best of my knowledge the work noted in this report conforms with the project plans dated 11/15/17 and the weld quality consistent with AWS D 1.1. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eells Hill Transfer Station Improvements Project - 18S132, 09/13/2018, #F193083, Page 1 of 2 ih. Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Contractor (John McClure & Sons Inc.) notified of the results. See pictures below for more information. 1.'.t YINNA t. WWtYN.6Y.81H✓. nY a...hew.d ae. wMNIiwawea.e..wn*ee*we. iNML/hwV.YItf.at. &n.we we.,.AY.VKWLM'AAV•WeeeMYNw,enan(M1H N6YMnYern.weIn-awt. rn.wlVeeer l greets AYA4.I. S • -.... $ £ 7'^ g�.;c:y.. Z� i • 1W. nr • :4%.-¶• • y............. r7; .': Yt l'. t'ar' • 14K1h+VXYZIcri?5�4, is. c.'Y k <-rw :i 5'..:. • UPLOADED: 09/14/2018 08:42:07 Upgrade Elevation Detail • ttakt 7/.:+.. ...5 ... • UPLOADED: 09/14 /2018 08 4,3:44 Bent Plate Weld Detail UPLOADED: 09/14/2018 08:44:41 Torch Cuttng L PLOADED: 09/14/2018 08:45:02 Mr. Christenson Bevel Into Plate At Work. ork. REPORTED BY: Ben Erskine REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241 . 1974 Eells Hill Transfer Station Improvements Project - 18S132, 09/13/2018, #F193083, Page 2 of 2 Materials Testing Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eel's Hill Transfer Station Improvements Project m 18S132 ,o Field Report: Structural Steel, Job site: Report #F193531 CLIENT McClure & Sons, Inc. DATE 09/20/2018 PROJECT LOCATION 501 W Bells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 09/20/2018 Inspection Peormed: Report Profile: ® Any Deficiencies Noted Comments: Time Onsite: 10:30 Weather PM Conditions: Structural Steel, Job site .VNY.HMII 60's*F, Cloudy 4'A' 4n1 .. ht.1 €.tOwY.A A AV.Iif h..AL IIA.i •• Ata. AT.'I. AN/.e.-t. w 'LY./., tea 1.'e.wv a.K'AAYIAAA'A' vw.weee .I......4... AM1I.I. ..I.eve. Ii 4Y..levee .YIIVHL wanes wa. w.v.wea 6A6I 4.v, d. INinand'. MI.A AA. Y. IM /✓M'6V.V:I: I:/:•.HINfFV% Drawings Conform to IBC, RISC 360 & AWS D1.1 Sheets: G-002, S-002, S-004, S-006 Locations: New Waste Chute Plate Welding Along Gridline B Details: General Notes & Inspection Schedule on G-002; Pertinent Notes/Details on S-002 thru S-006 Contractor: McClure & Sons, Inc. Steel/Welding Subcontractor: LC Welding & Fabrication Visual Inspection: Contiuous Inspection/Observation of Single -Bevel PJP Grove Weld on South side; and fit up at North side of chute Welding was completed by INABO certified welder: 1.) Leif Christenson, #W05039, Exp. 4/1/19 2) Adam T Cooper, #W22606, Exp. Jul, 1, 2019 Welding Process(es) : FCAW Welding Procedure Specification (WPS): Forthcoming Waiting on WPS to Clear Report (Still Pending). Equipment: Lincoln Pro Wire Feeder Via Miller Trailblazer Gas Drive Welder Generator. Filler Metal/Wire: 5/64" ESAB Coreshield 8, Classification E71T-8D Joint/Fit-up/Welding: Partial Penetration Groove Welds. Cleaning: Slag Chipping Hammer, Wire Brush/Wheel &. Angle Grm.der Position: Flat Base Metal Preparation/Preheat: Free from Scale, Rust, Moisture and Lubricants- Preheat As Req'd Per WPS/AWS D1.1- 32* F Min. To the best of my knowledge, the work noted in this report conforms with the project plans dated 11/15/17 and the weld quality consistent with AWS D 1.1. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Fells Hill Transfer Station Improvements Project - 185132, 09/20/2018, #F193531, Page 1 of 2 • • J Materials 'Testing _ : Consu1tin:,, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Contractor (John w/ McClure & Sons Inc.) notified of the results. See pictures below for more information. A Images: UPLOADED: ;S s T.11fa:f::A....::.•AAN 1.b4 n6uAY.f.AI:......f::.I.LA.a.L:.L:.:u............d...iIAY:NfiA'IiN6 A'AI: MNA'IX. AMY.WA 66WLWA A W(. A MWHeAVM AN IANY.N'AMY.X 6 AW.P•W VAA I/nt NAV. eNAYYOf.I.Y.Wf.V.Y.NNIAA • !AAA AteA Lg df1t1AV.IXN.Y AAA elatNM1 e.e. e. Ate 09/21/2018 01:22:47 Upgrade Elevation Detail UPLOADED: O r J 21 /2 018 01: 3 4: 2 4: f 'eldmg i.n. progress 2jrt ?^.".FPM�I waf,:t ss. }i: .... ! J Jitg. +. N. ?: !C f/ :`.. • .. u • £ !> , s� • �"irn Rswp( ss .'r ,�« . <, s sr< •> t>Z,.... r r<< . A / F a, , r ej F. ?UK.a W f -L 3' s r i ` afa-«, ,fo5 rAC .. < ; a .. . it velsiiimi< i f ` �: 5 yK } M ay,. n. __.. ,,.--27,041 1s: • 1 CICri4r4ritE PE qtt UPLOADED: 09/21/2018 01:22:47 Bent Plate Weld Detail UPLOADED: 09/21/2018 01:34:58 North side UPLOADED: 09/21/2018 01:36:15 Fit up REPORTED BY: Kam Bznns REVIEWED BY: Medhanie Toole, Project Manager groove weld Corporate ® 777 Chrysler Drive e Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eell& Hill Transfer Station Improvements Project - 18S132, 09/20/2018, #F193531, Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project - 18S132 w Field Report: Structural Steel, job site: Report #F193531 CLIENT McClure & Sons, Inc. DATE 09121/2018 PROJECT LOCATION 501 W Bells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 09/20/2018 Inspection Performed: Report Profile: ® Any Deficiencies Noted Comments: Time Onsite: 10:30 Weather AM Conditions: 60's*F, Cloudy YNA•NfM'INJNAWINJN!lINNN.YlJ.•NlN.YlIMN'/: /::•/.Y.\W.Wf.Y.YNNJM1VMMM•IJAWfMYJNNAWINIJNNJAY.•NNNJIAY: J/f: AWf.•IfNNA•!: NINJNlIIJJN: !: fN YJI.Y:AI.Y:AVN.•lJIJIJNAV VIAYN.•!:/INI.V.MN.WIJfJIMn•AVJAY.•:N.V..•.V.YJAVNJAV.WAYN.VN.WINJAYMY.WNA�NN/VAWIAN!/!.•!N.•A•I.•A•J.Y.LW.•JJ:NJNA•AWI/A'!M•N/NN.YNJAVN: Structural Steel, Job site MIMUWNA:. . ...9HVAv.NJ:AWMA6p'JNN(V.OVNMY AN AYN.'J.YJI/YNYNVJAWN/YJ.NYJNJIJJAY(NNJNJ/NMJNN!WAWIJANIN.WAVJ/...e.v...:. C. J.Id.:. V... e..... d. ...... ... r✓.:. e.: •I. b:...:. e....... /.....lNNJiJ.Y.WAWflJ:NA'N/MYN.WJ.A'.JNM•NJN/.NN..VVNNNIM'ANNYJ::./.::AV.:. e.J. /. A/M'N NA J//JIJNH Drawings Conform to IBC, AISC 360 & AWS D1.1 Sheets: G-002, S-002, S-004, S-006 Locations: New Waste Chute Plate Welding Along Gridline B Details: General Notes & Inspection Schedule on G-002; Pertinent Notes/Details on S-002 thru. S-006 Contractor: McClure & Sons, Inc. Steel/Welding Subcontractor: LC Welding & Fabrication Visual Inspection: Contiuous Inspection/Observation of Single -Bevel PJP Grove Weld on South side; and fit up at North side of chute Welding was completed by WABO certified welder: 1) Leif Christenson, #W05039, Exp. 4/1/19 2) Adam T Cooper, #W22606, Exp. Jul, 1, 2019 Welding Process(es) : FCAW Welding Procedure Specification (WPS): Forthcoming Waiting on WPS to Clear Report. (Still Pending) Equipment: Lincoln Pro Wire Feeder Via Miller Trailblazer Gas Drive Welder Generator. Filler Metal/Wire: 5/64" ESAB Coreshield 8, Classification E71T-8D Joint/Fit-up/Welding: Partial Penetration Groove Welds. Cleaning: Slag Chipping Hammer, Wire Brush/Wheel & Angle Grinder. Position: Flat Base Metal Preparation/Preheat: Free from Scale, Rust, Moisture and Lubricants- Preheat As Req'd Per WPS/AWS D1.1- 32* F Min. To the best of my knowledge, the work noted in this report conforms with the project plans dated 11/15/17 and the weld quality consistent with AWS D 1.1. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 18S132, 09/21/2018, #F193531, Page 1 of 2 N Materials Testing & Consulting, Inc. Gcotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Contractor (John Iv/ McClure & Sons inc.) notified of the results. See pictures below for more information. . .ages: ^M•Mvw+ra�c• .:> x • • K(a.a • ..w.. tam•r ..9?"':m e.V.Ie.ericc":1:',:n7Ffar epn4z�vYcicc"7: 411,2 sYx:,i 3;.,ex s2lxa.ow+cetisaw�<aaxca sr»cH FY .(: n• ( .c ✓ .�»44t. mac; tan"' �.9. Gt 'y".4.5Cets..• iY f 3:,e > 4 •y (f . .(s.. S 1 • if 3 •rts,friv%a ns z'tr •• f f �C > , • J UPLOADED: 09/21/2018 01:22:47 Upgrade UPLOADED: 09/21/2018 01:22:47 Bent Plate Weld Elevation Detail Detail ittx UPLO.ADD4 09/21 /201.8 01:34:24 welding in progress U PLO.ADED: 09/21/2018 01:34::58 North side groove weld UPLOADED: 09/21/2018 01:36:15 fit up REPORTED BY: Kam Bmnns REVIEWED BY: Medhanme Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Eells Hill Transfer Station Improvements Project - 185132, 09/21/2018, #F193531, Page 2 of 2 • • • o • • • • I .00 I ..• • • % • • • ft • • Materials Testing Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project - 18S132 al Field Report: Structural Steel, Job site: Report #F193804 CLIENT McClure & Sons, Inc. DATE 09/25/2018 PROJECT LOCATION 501 W Eells Hill Road Shelton WA PERMIT # COM2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 09/25/2018 Inspection Performed: Comments: Time Onsite: 5:00 Weather PM Conditions: 60's*F, Cloudy 'MAaVW.WAY:NV0YX.WX1.WNNI.Y:iX.W00iWJVWWM.YfINVWeeee0 .WM VeetAV.WNAMVJWMNfNNNNM1'NININMNN.V0000VVVV AM1YNNMWNNNIJINNNnI • v.v.v:l.v.v.v.v. /.v.v.•:ll.Y:: ::::::::I.• 't.vc l: :.. /.v.v.Y.• :I::::: . e. N1f::.w•vo.•: t/ :v: l.Y.:•:e.Y:::l: . X1tl. terse. .yee .YJ:Jf.Y1:l:: en. /.Weee:00NYW AYlIMYN.YXXXflMfXAY.NYlINN.MNIN.Y.`AYJ.M1Y.WA4V/Y/\WINM1YM.MMNVN.WIA.MMMYM'AYXY. l N0.500000.0. 1lINV0W0WWWN/ yAYAyy Structural Steel, Job site ven.r.XNM/NIHAWNWv.MnA. .... •.. AM.A,..-n-:µwn..rvenwWri-- - - Drawings Conform to IBC, AISC 360 & AWS D1.1 Sheets: G-002, S-002, S-004, S-006 Locations: New Waste Chute Plate Welding Along Gridline B Details: General Notes & Inspection Schedule on (3-002; Pertinent Notes/Details on S-002 thru S-006 Contractor: McClure & Sons, Inc. Steel/Welding Subcontractor: LC Welding & Fabrication Visual Inspection: Fillet welds under chute; Plate to HSS; Diagonal Braces; Tube to backside of chute. Welding was completed by WABO certified welder: 1) Leif Christenson, #W05039, Exp. 4/1/19 2) Adam T Cooper, #W22606, Exp. Jul, 1, 2019 Welding Process: FCAW Welding Procedure Specification (WPS): LCW 25 Equipment: Lincoln Pro Wire Feeder Via Miller Trailblazer Gas Drive Welder Generator. Filler Metal/Wire: 5/64" ESAB Coreshield 8, Classification E71T-8D Joint/Fit-up/Welding: Fillet Welds Cleaning: Slag Chipping Hammer, Wire Brush/Wheel & Angle Grinder Position: Flat Base Metal Preparation/Preheat: Free from Scale, Rust, Moisture and Lubricants To the best of my knowledge, the work noted in this report conforms with the project plans dated 11/15/17 and the weld quality consistent with AXATS D1.1. Contractor (John w/ McClure & Sons Inc.) notified of the results. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eells Hill Transfer Station Improvements Project - 18S132, 09/25/2018, #F193804, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting UPLOADED: 09/25/2018 19 : 5 2 : 4 7 UPLOADED: 09/25/2018 19 : 5 3 : 3 8 UPLOADED: 09/25/2018 19:53:11 UPLOADED• 09/25/2018 19:54:08 UPLOADED: 09/25/2018 19:55:02 UPLOADED: 09/25/2018 19:58:11 REPORTED BY: Kam Binns 3.EVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241.1974 Fells Hill Transfer Station Improvements Project - 18S132, 09/25/2018, #F193804, Page 2 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: McClure & Sons Inc Address: 15714 Country Club Drive Attn: Revised on: Mill Creek, WA. 98012 Date: Project: July 24, 2018 Eells Hill Transfer Station Improvements Project #: 18S 132 Sample #: S18-1794 Date Sampled: July 23, 2018 As requested MTC, Inc. has performed the following test(s) on the sample referenced above. The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below. The results obtained in our laboratory were as follows below or on the attached pages: Test(s) Performed: Test Results Test(s) Performed: Test Results X Asphalt Oil Content 5.57% X Aggregate Gradation PASS X Rice Density 154.5 Fracture Count Sand Equivalent Uncompacted Void Content Air Voids (Va) Voids mineral aggregate (VMA) Voids filled with asphalt (VFA) If you have any questions concerning the test results, the procedures used, or if we can be of any further assistance please call on us at the number below. INII ' I •4r: ,•s •' t Respectfully Submitted, Frank J Pooler WABO Supervising Laboratory Technician Corporate 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980 Regional Offices: Olympia —, 360.534.9777 Bellingham — 360.647.6111 Silverdale — 360.698.6787 Visit our website: www.mtc-inc.net Tukwila '— 206.241.1974 • I 1 • • • • • • • • i r • • Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Asphalt Extraction • Specs : 2018 WSDOT 9-03.8(6) 1/2" HMA Date Sampled : 7/23/2018 Project Eells Hill Transfer Station Improvements Project #: 18S132 Client: McClure & Sons Inc. Supplier: Miles -Lakeview Sample #: S18-1794 Location: Onsite @ 50 of 80 Tons Test Results % Asphalt by Ignition Process (ASTM D6307-98): Maximum Specific Gravity: Maximum Unit Weight (ASTM D-2041), lbs/ft3: % Fracture(ASTM D-5821): Volumetric Data Results : N/A Air Voids (Va): NDesigt : N/A VMA: VFA: 5.57% 2.482 154.5 N/A N/A N/A N/A Specs Sieve Percent Size Passing Specs Specs Meets Min Max Specs? 3/4" 1/2" 3/8" #8 #200 100% 90% 79% 33% 6% 99% 90% 0% 28% 2% 100% 100% 90% 58% 7% Yes Yes Yes Yes Yes Cerfificate 1: 1366,01,1366.02 120.0 % 100.0 % 80.0 % 60.0 % 40.0 % 20.0 % 0.0 0.10 Extraction Results - - . I ' t 1 !• `t _ j� 1 ; t t ! % • i I - - € ! . • / t 1 t ! ! t t i I . 1 } - 1 j t 1 1 t 1 1 / 1 t 1 t • 1 I i i ! E 1 1 1 1 1 1Y, % , `• 1 �`,t 1 I i t i 1.00 10.00 Sieve Size (mm) ---MM--• Minimum ---♦--- Maximum — 0-- Test Results 100.00 J All results apply only to actual locations and materials tested. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Remarks: Reviewed by: • ,1 ,� 4 i t • Corporate 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980 Regional Offices: Olympia -- 360.534.9777 Bellingham — 360.647.6111 Silverdale — 360.698.6787 Tukwila - 206.241.1974 Visit our website: www.mtc-inc.net 1 • 1 I Materials Testing Inc. Geotechnical Engineering & ConsuIting • Special Inspection • Materials Testing • Environmental Consulting Eels Hill Transfer Station Improvements Project tw 18S132 - IPDaAsphalt Compaction: Report #A189867 CLIENT McClure & Sons, Inc. DATE 07/23/2018 PROJECT LOCATION 501 W Fells Hill Road Shelton WA PERMIT # C0M2018-00009 GRD2018-00001 Inspection Information: Inspection Date: 07/23/2018 Inspection Performed: Field Data: Supplier / Plant: Thickness in. inches: Time Onsite: 7 : 00 Weather AM Conditions: IPD-Asphalt Compaction Miles / Lakeview Field Tests: Test # 1 'Unload Zone First Lift 1 1 ....:...I..IAV. V.IJ.A A:./de J.AA IAA/ Rice or Marshall Dens.: Location / Station # 154.5 $ • Tons: 50-90's*F e::vx:•.V.V/V WFWA• etV.VV.V r:•VV: •:::•::.V"••r%V reWOW V1W Wte:'IV WAvmxraP••• rl:::r:rx:NI •A`AV r.We vet •• e: A•1::: •Aer• r: Rrxwv 80 lass. HMA Class 1/2 U.L. Offset / Dens. Depth 2 Unload Zone First Lift 3 Unload Zone Second Lift 4 ;Unload Zone Second Lift • BS BS Mat Temp: 325°F Leveling: Reading Reading #1. #2 Air Temp: 80°F ® Wearing: Avg. % Comp. % Regd. 140.9 144.3 • 142.6 92.3 91 145.3 143.5 144.4 93.5 91 I BS BS 142.0 141.5 143.5 142.8 92.4 144.0 142.8 92.4 5 'Trailer Apron First Lift 6 Trailer Apron Second Lift Gauge Model / Serial#: Remarks: BS £: i f 140.5 BS 1.43.0 145.0 142.8 91 91 >s 92.4 91 1 144,1 14.3.6 92.9 91. CPN MC-1, Ser. #MD50607947 MS: 8864 DS: 32784 MTC inspector on site, as requested, to observe placement and to perform in -place density testing of Class 1/2" HMA (Hot - Mix Asphalt). Paving operations were performed by Asph.al.t Patch Systems. Approximately 80 ton was delivered, placed and compacted per requirements of the project specifications on this day. The HMA was dumped from trucks into a front - loading paver and was compacted by double drum roller. A sample of HMA was collected and transported back to MTC's laboratory for determ nation of RICE value and additional testing, as required by the project specifications. MTC rep was given a reference rice value of 154 6 pcf, by the paving foreman. All areas tested satisfy the minimum percent compaction required. Note that the laboratory RICE value came out to be 154.5 pcf, and results were re -calculated as shown below. To the best of MTC inspectoraMs knowledge, the above -described work was perforrned in general accordance with project specifications and approved plans. Contractor's site representatives was notified of the test results. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale Tukwila 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eells Hill Transfer Station Improvements Project-185132, 07/23/2018, #A189867, Page 1 of 3 Materials Testing sT Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing . Environmental Consulting L PLOAD ED: 07/23/2018 23:30:12 UPLOADED: 07/24/2018 04: 5 8 :10 p K H ! -- . i.... Kam' -y A :•. >..s . UPLOADED: 07/24/2018 04:59:08 UPLOADED: 07/24/2018 05:00:04 L PLOADED: 07/24/2018 04:56:46 UPLOADED: 07/24/2018 04:58:37 �. c ar .��' ea'i r& r stx ,btS r al AikaiL44.4(- � 'l'C�fFyr... , .E.'hh��"�"� .. a...>'.Tr�..•:...v..! a ^�..sr. a.:•. L PLOADED: 07/24/2018 04: 59:36 UPLOADED: 07/24/2018 05:0 :29 Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241 . 1974 Fells Hill Transfer Station Improvements Project - 18S132, 07/23/2018, #A189867, Page 2 of 3 • .. • $ • • • • • • • • r • • • • • • 1 • 1 • • • M1 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting REPORTED BY: Jeff Stezaker REVIEWED BY: Medhanie Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.61 1 1 Silverdale 360.698.6787 Visit our website: www.mtc-inc.net Tukwila 206.241 .1974 Fells Hill Transfer Station Improvements Project - 188132, 07/23/2018, #A189867, Page 3 of 3 Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Client: McClure & Sons Inc. Address: 15714 Country Club Drive Attn: Revised on: Mill Creek, WA. 98012 Date: Project: Project #: August 21, 2018 Eells Hill Transfer Station Improvements 18S132 Sample #: S18-1947 Date Sampled: August 20, 2018 As requested MTC, Inc. has performed the following test(s) on the sample referenced above. The testing was performed in accordance with current applicable AASHTO or ASTM standards as indicated below. The results obtained in our laboratory were as follows below or on the attached pages: Test(s) Performed: Test Results Test(s) Performed: Test Results X Asphalt Oil Content 5.54% X Aggregate Gradation PASS X Rice Density _ 154.6 Fracture Count Sand Equivalent Uncompacted Void Content Air Voids (Va) Voids mineral aggregate (VMA) Voids filled with asphalt (VFA) If you have any questions concerning the test results, the procedures used, or if we can be of any further assistance please call on us at the number below. i ' �• d, it f ,/ . • • Respectfully Submitted, Frank J Pooler WABO Supervising Laboratory Technician Corporate 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980 Regional Offices: Olympia — 360.534.9777 Bellingham — 360.647.6111 Silverdale 360.698.6787 Tukwila -' 206.241.1974 Visit our website: www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering • Special Inspection • Materials Testing • Environmental Consulting Asphalt Extraction Specs : 2018 WSDOT 9-03.8(6) 1/2" HMA Date Sampled : 8/20/2018 Project. Eells Hill Transfer Station Improvements Project #: 18S132 Client: McClure & Sons Inc. Supplier: Miles -Lakeview Sample #: S18-1947 Location: Onsite @ 28.51 of 75 Tons Test Results % Asphalt by Ignition Process (ASTM D6307-98): Maximum Specific Gravity: Maximum Unit Weight (ASTM D-2041), lbs/ft3: % Fracture(ASTM D-5821): Volumetric Data Results : N/A NDa;gt : N/A Air Voids (Va): VMA: VFA: 5.54% 2.484 154.6 N/A N/A N/A N/A Specs Sieve Percent Specs Size Passing Min Specs Meets Max Specs? 3/4" 1/2" 3/8" #8 #200 100% 93% 79% 32% 7% 99% 90% 0% 28% 2% 100% 100% 90% 58% 7% Yes Yes Yes Yes Yes LACCREDJTED1 Certificate *:1366,01,1366.02 r 120.0 % 100.0 % 80.0 % 60.0 40.0 % 20.0 % 0.0 0.10 Extraction Results - - - . i 1 1 _ . • . 1 1 1 E - - . - 1 _ .".._ �_ 11 :1 •.--. 1 1 - I 1 t i -- . I 1 2 • f • I 1 t ; S �� I i _ - 1 1 1 1 1 E • 1 t 1 t t t 1 t t t 1 i I i I . . . i 1 1 j t i s t i t t t t j I ^ _ j t I i 1_1 i 1 t Y I 1 / t t t tt t _ i i I i : 1.00 10.00 Sieve Size (mm) ---a --- Minimum ---�--• Maximum —It-- Test Results 100.00 All results apply only to actual locations and materials tested. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. Remarks: Reviewed by: Corporate — 777 Chrysler Drive • Burlington, WA 98233 • Phone (360) 755-1990 • Fax (360) 755-1980 Regional Offices: Olympia -- 360.534.9777 Bellingham - 360.647.6111 Silverdale — 360.698.6787 Tukwila — 206.241.1974 Visit our website: www.mtc-inc.net Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting Eells Hill Transfer Station Improvements Project 18S132 � IPD-Asphalt Compaction: Report #A191607 CLIENT McClure & Sons, Inc. PROJECT LOCATION 501 W Bells Hill Road Shelton WA Inspection Information: Inspection Date: 08/20/2018 Inspection Performed: Field Data: Supplier / Plant: Thickness in inches: Time Onsite: 8:15 Weather AM Conditions: DATE 08/20/2018 PERMIT # C0M2018-00009 CRD2018-00001 t VJIAN•AN•ANYAW.•AY:I:JJNJlNNJNNAINWAYNNYNNAYJNJJAWJNNMYINJJAYfIJJN.•NI.N•ANN•IN:INN.•AYfA•n•ANNXYJA•NAY.VINAY.YNNNNINJ.NVJJINAY: 50's*F, Overcast ': f••• V•••PV.VV.WAYJWJNMWNNAVNJJ.NV.Y.VfAY:AYN.XWNAYMWNAYMYWPAV. .WIPMIAY.YPIA•et AWAWI:.W.V.WIJANNVAIVlAYJAY:MWMVMWIINIJJ.WPANI.YNNN.•AM.W.PJNNAY:NAYMNNVfJMXYN.NNIVAVNNMY.XNYAW/I.VN.V.W.W.V.Y.Y:AYJAVJJ.YJAV.XNNVIJMWJNNMMNM•JN.INN.WJIJ:JNN: eent• IPD-Asphalt Compaction L.A :AV.A M' JJ:t::JA A'A A A'A'AWA A .Y.V.A .J.JA.A tf... A A AJ.AJ.AA t r.AJ. Av uJ.ANr.Y.vN.NAYYAWJM'J:NAYMYNrAMffNYAMNAnV:NNMNJIJIAN'A'AYJAALYT.J:AA J:A At.'NAA'J:J. Y: IJAN'JN:NA'NAY:,.wnn- .tbwa?Wtta II/NJM. NNt.-t.WAW t.€. :ANY.WA'AJ:I. NJN.AV.Y. J:AHMU.VMtm.. AN IJI:I✓I A.N.M...v.........................vn.::v:.:vAv....::.:.:.n..:.....:A.v....:.n::.:n1..w:n.:...wA.....:A..:.n............t Miles / Lakeview ...J......u. .....n ......t... nnn NAY:nNnvmm ••Y.nv.Nwvv..:J:..J.nn?:.Mnnm.v..WMrlmfVmJ: nv.nr.nwn NJ.onnbN JY/. Field Tests: 4.5 I Rice or Marshall Dens.: Test # Location / Station # J.•JJ. YAP 5 154.6 Class: • tf:nva not:t: t... r.nfryv:n'n: Tons 75 HMA. Class 1./2" Mat Temp: 315°F t Air Temp: 0°F Leveling: ® Wearing: Eg U.L. Offset / Reading Reading Dens. Depth #1 #2 1 ;1st lift tleft side of N loading dock 2 ;1st lift right side of N loading dock $ 3 >2nd lift left side of N loading dock 4 22nd lift right side of N loading dock Avg. % Comp. % Regd. }x ;> 142.7 IL 141.7:IN•JNnn•AWAPAYANJM OJINIJNfNI.WNAVN.YfNJIJM•NN} }NJA•NJ•JAY N.•J INN.YNfr .WA: i.Wn:N.Y/N:/NnJN.YA•NNJNIMYMAYNAIVIJAY.•JMWNNmnene YNNfAYNNN.NY.v.YNfJNJNJJJN. 'JNNAYN.W/JNJMYN.WflA V BS E= 140.7 91.7 .. ...... ................................................................... q. Imo............. ........o. BS 143.8 145.4 144.6 193.5 1NX•AYAXIIX.V.W. A YNAV: AXVAWNAIIUIYN.YNMXNY:. 5 ;1st lift lower level N approach ..• : J.V. •N.YJ .YY:J.V.YJJ JJJ:JJNJNJNJ. JJJJJN.WA'NJ.YJJ.WANW JA IJAV WAVN:: YN.V:AV V'J::: :. }•:Jn.en.wNMA•NMIWJJMIW.VMW#.WINJNJJJ.YJJ.WNAWm.NJJNNNM•JNAIWNNNAY•J•JN•:.:::. 6 2nd lift lower level N approach Gauge Model / Serial#: Remarks: BS t> 150.9 151.4 • • #' 151.2 T„ t: 97.8 BS >y 144.9 . 142.9 0 14.3.9 93.1 91 •J.Y.'IN..WAVNl :NJJJfV:JJtfNtt! WetterJ.•A•.:•J:A•ltJ:J.•IJfNJNJeJ$ 91 91 91 BS 143.2 143.5 >r 143.3 BS e 142.3 143.1 $< 142.7 CPN MC-1, Ser. #MD60108185 MS: '10867 92.7 92.3 Wt.XYJAX WC.Veneh•A AN4 ::.Y.YfAVJNJMV.YtJJIM•A•M V A• • 91• 91 *A .. ...•.•• Y DS: > 35437 MTC inspector on site, as requested, to observe placement and to perform in -place density testing of Class 1 /2" HMA (Hot - Mix Asphalt) on Unloading Zone (North Half) &r Trailer Apron (North). Paring operations were; performed by Asphalt Patch Systems. Approximately 75 tons of HMA was delivered, placed and compacted per requirements of the project specifications on this day. The HMA was dumped from trucks into a front -loading paver and was compacted by double drum roller. A sample of HMA was collected and transported back to MTC's laboratory for determination of RICE value and additional testing, as required by the project specifications. MTC used reference RICE value of 154.5 pcf, by the previous report for information purposes only till the laboratory result is available. Laboratory RICE value was determined to be 154.6 pcf, and results of' the in -place density tests were calculated accordingly, as shown below. All areas tested satisfied the minimum percent compaction required. To the best of MTC inspectoraMs knowledge, the above -described work was performed in general accordance with project specifications and approved plans. Contractor's site representative was notified of the test results. Images: Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Eells Hill Transfer Station Improvements Project-185132, 08/20/2018, #A191607, Page 1 of 2 Materials Testing & Consulting, Inc. Geotechnical Engineering & Consulting • Special Inspection • Materials Testing • Environmental Consulting ..Y_...e.�...� ....F44• :Z -gym .... UPLOADED: 08/20/2018 14:22:10 • UPLOADED: 08/20/2018 14:22:24 REPORTED BY: Ryan Hager REVIEWED BY: Medhanne Tecle, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia 360.534.9777 Bellingham 360.647.6111 Silverdale 360.698.6787 Tukwila 206.241.1974 Visit our website: www.mtc-inc.net Eel's Hill Transfer Station Improvements Project - 18S132, 08/20/2018, #A191607, Page 2 of 2