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Home My WebLink AboutBLD2022-001366 Remodel, Engineering Reports - BLD Inspections - 1/31/2025 (2) t MATERIALS TESTING i CONSULTING,INC. Hoodsport Project - 23S120 - Compression Test: Concrete: Report #C312676 CLIENT R&R Foundation Specialist DATE 06/29/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 1100 Weather 80s,sunny 06/29/2023 Conditions: Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Strip footing Sample Location: Strip footing Contractor:R&R Foundation Subcontractor:N/A Supplier/Plant:Miles/208 Qty Placed,Cu. 7/7 /7 Slump,Inches(ASTM C-143)or W/C 4 Concrete Temp, °F(ASTM C-1064): 80 Yd.: Ratio: Delivery Ticket 1041147 Job Spec. Slump: 4+/-1 Ambient Temp, 'F: 84 Truck#: 1186 Air Content,%(ATSM C-231): N/A Min Temp, eF: N/A Batch Time: 1228 Job Spec.Air: N/A Max Temp, 'F: N/A Sample Time: 1340 Mix#and Proportions: 0360040/7 CY Cement,lbs.:4020 Coarse Agg,lbs.: #8:8580 __ Admixture,oz./cwt:N/A Flyash,lbs.:N/A Coarse Agg,lbs.: N/A �� Admixture,oz./cwt:N/A Water,gals.: 249.1 Coarse Agg,lbs.: N/A —� Admixture,oz./cwt: N/A Fine Agg,lbs.: CL2: 13580 Coarse Agg,lbs.: N/A Admixture,oz./cwt: N/A 0 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 06/30/2023 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Sampling was done in accordance with ASTM C172. Lab Tests: Test Total Sample Sample Comp. New Age Date of Load Dim. Area Strength Tested By Break ASTM ASTM Log# (Days) Test (Lbs.) (In.) (Sq.In.) (PSI) Type C-617 C-1231 04608 7 07/06/2023 53,981 3.97 12.38 4,360 Madison Miller 2 0 04609 28 07/27/2023 73,984 3.97 12.38 5,980 Chandler Kirk-Patterson 2 ❑ 04610 28 07/27/2023 75,892 3.97 12.38 6,130 Chandler Kirk-Patterson 2 ❑ 04611 28 07/27/2023 72,362 3.97 12.38 5,850 Chandler Kirk-Patterson 2 ❑ 04612 H 0 ❑ ❑ REQ'D 28 3000 Remarks: Average 28 day compressive strength= 5990 psi. AN—It,apply only to aclwl bca ,a�M maleriala tMeeE Ae a m u w prdecSon b c.-,Me Nbk antl ourseNea,a9 reporta Me,ubnNkO of ft wrMEenllel property of cAeree,and M Vwt Wn for W Wintgn of atalemxb,eontluWan or eet eas from or rep,d,N our reports IN,re 1.p-ding ow wdten approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing a Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612912023,#C312676,Page 1 of 2 ' S MATERIALS TESTING 8 CONSULTING,INC. REPORTED BY:Nicholas Dier REVIEWED BY:Mark Peterson,Lab Manager All remits apply only to actual locations aM matenals tested.As a mutual proleotlon to disrta,ge public and oumeNes,all reports ere submitted as the conlldenbal property of clients,and authortt atlon for puWkatlon of statements,conclusions or extract,som or regarding--ports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonjOlympial Be]IinghamISilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612912023,#C312676,Page 2 of 2 MATERIALS TESTING&CONSULTING,INC. Hoodsport Project - 235120 - Field Report: Piling Inspection: Report #F312341 CLIENT R&R Foundation Specialist DATE 06/23/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 0900 Weather 75F, Clear 06/23/2023 Conditions: Inspection Performed: Piling Inspection Comments: MTC Staff engineer arrived onsite for observation and inspection of helical pier installation at the foundation level. Helical pile leads and extensions were verified as 5.0 ft long and 2.5 inches in diameter, consisting of 2.875 inch diameter helical piles manufactured by Ideal Manufacturing,Inc. Operations were continued from the previous day (MTC report #F312340) Upon arrival, MTC checked in with the contractor (Foundation Specialist) and reviewed the available plan set, which directed the installation of 2.875" diameter helical piles at pre- selected locations. Piles were driven using a Dingo wide-track TX-1000 loader with the appropriately sized pile driving attachment and a gauge capable of reading 3000 psi with a resolution of 50 psi. MTC observed most piles driven to the minimum installation torque (i.e. refusal) in the selected locations, with the exceptions as noted below in red. Specified refusal criteria varied depending on the location of the pile, per the provided plan set. See Pile Installation log below for final installation depths of all piles. Pile #Depth Installed BPG* (ft)Pressure at Refusal (psi) 7 4.0 — 450 6 5.0 — 450 5 5.0 — 700 7.5 — 500 *Below Present Grade = (BPG) To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Work in progress.Additional inspection needed. Images: As a mutual Protection to clkrRs,me public s,4 ou 1—,all reporM1 are suds d es me mntgeMial Property If—arq aumorwlron ror p„diration of statemerRs,conclusiorn or etlracta Rom-Ward,our r,pons a reseneE Pe ,N our wrAten approval. Environmental a Geotechnical Engineering a Special Inspection o Non-Destructive Testing a Materials Testing Burl ingtonl0lympial Bel IinghamISiIverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612312023,#F312341,Page 1 of 4 UN.9rim MATERIALS TESTING&CONSULTING,INC. lax • �l I � 1 � - t I y.I UPLOADED: 06/26/2023 17:05:11 s � r• UPLOADED: 06/26/2023 17:05:13 As a mutual protectbn to dvrds,the public and ourselves,all report.are submitted a,the wnademlal p,Wq of clienti,and a—rlration W publication of statements,wnclusions or e,t.d,from or regarding our reports is reserved pe-9 our w,M,,approval. Environmental a Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington101ympialBellinghamlSilverdalelTukwila 360.755.1990 www,mtc-ine.net Hoodsport Project-23S120,0612312023,*F312341,Page 2 of 4 e MATERIALS TESTING 6 CONSULTING,INC. se is ' ail ... ,; UPLOADED: 06/26/2023 17:08:04 UPLOADED: 06/26/2023 17:08: , ot UPLOADED: 06/26/2023 17:12:33 UPLOADED: 06/26/2023 17:13:33 As a mutual protection to clients,fhe pudic aM ounati—,all reports are submitted as the confidential property of clients•and authorliation kr putoication of statements.conclusions,of eodo cts ham or regaroing our reports Is nisarved pending our written approval. Environmental is Geotechnical Engineering•Special Inspection to Non-Destructive Testing a Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612312023,#F312341,Page 3 of 4 f r MATERIALS TESTING&CONSULTING,INC. t: - ` UPLOADED: 06/26/2023 17:13:35 UPLOADED: 06/26/2023 17:18:24 a tf 4 " IIR/ UPLOADED: 06/26/2023 17:18:27 REPORTED BY: Marcus Van Valen REVIEWED BY: Medhanie Tecle, Project Manager As a mutual protecfwn N ctia,da.gfe p,Wc a,A ourselves,all mporta are whmiaed as Me oo fo erdlal property of cliaml,and auN,rtatl for publicaaen of patemems,oond,mm or extrscta hom or regardlrg our mpoft b re—ad peraang our-ten appmval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive"Testing•Materials Testing BurlingtonIOlympialBeIIinghamlSilverdaleITukwiIa 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612312023,*F312341,Page 4 of 4 4 x MATERIALS TESTING•CONSULTING,INC. Hoodsport Project - 23SI20 - Field Report: Piling Inspection: Report #F312340 CLIENT R&R Foundation Specialist DATE 06/22/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT#BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 0930 weather 75*17,Clear 06/22/2023 Conditions: Inspection Performed: Piling Inspection Comments: MTC Staff engineer arrived onsite for observation and inspection of helical pier installation at the foundation level. Helical pile leads and extensions were verified as 5.0 ft long and 2.5 inches in diameter, consisting of 2.875 inch diameter helical piles manufactered by Ideal Manufacturing, Inc. 3 piles (#12, #13, #14) were driven prior to MTC arrival. Upon arrival, MTC checked in with the contractor (Foundation Specialist) and reviewed the available plan set, which directed the installation of 2.875" diameter helical piles at pre- selected locations. Piles were driven using a Dingo wide-track TX-1000 loader with the appropriately sized pile driving attachment and a gauge capable of reading 3000 psi with a resolution of 50 psi. MTC observed most piles driven to the minimum installation torque (i.e. refusal) in the selected locations, with the exceptions as noted below in red. Specified refusal criteria varied depending on the location of the pile, per the provided plan set. See Pile Installation log below for final installation depths of all piles. Pile #Depth Installed BPG* (ft)Pressure at Refusal (psi) 17 — 8.0 — 1600 16 — 8.0 — 1500 15 — 9.0 — 1500 3 — 8.0 — 1500 2 _7 .0 — 1200 1 -- 7.0 -- 1000 11 — 4.5 — 500 10 — 8.5 — 700 9 — 4.5 — 500 8 — 5.0 450 *Below Present Grade= (BPG) To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Work in progress.Additional inspection needed. Asa molual proteo W dieds,gre pudic and ourselves,all repots am mWitled a-Me wnflden4e1 pmp-y of climb,and atAh0rlmtlo1 Mr puNloadan of alatertrerrts,wnd,abn-or ettr eom or regarding our repots I-reserved p Ming our wrdhn approval. Environmental•Geotechnical Engineering•Special Inspection a non-Destructive Testing•Materials Testing BurIington1OlympialBeIIingItamISiIverdaIeITukwiIa 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612212023,#F312340,Page 1 of 6 MATERIALS TESTING 8 CONSULTING,INC. Images: rir. i e 1 UPLOADED: 06/26/2023 16:55:47 UPLOADED: 06/26/2023 16:L49 As a m-al p,dt—to Mends,me puNlc and ourselves,all reports are—Med as One—Wennal pmwnY of Nimes,and aWhonzab-for pua-t—of ahtemenee,—1—ne or 141c from or regarding our repoda 3 reserved pending our written approval. Environmental a Geotechnical Engineering•Special Inspection a Non-Destructive Testing a Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612212023,#F312340,Page 2 of 6 MATERIALS TESTING 8 CONSULTING,INC. ITT-OARED: 06/26/2023 16:57:41 UPLOADED: 06/26/2023 16:57:43 As a mutual protectan to 1111M,,the p,Nic and ourselves,all reports are whmitt as the w1fiderrti11 property of clients,and author¢atio for p,N-t-of statements,conclu ,or e4mds from or r,g,,d!,g our reports Is reserved pending our written approval. Environmental•Gcotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonl0lympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612212023,#F312340,Page 3 of 6 MATERIALS TESTING 6 CONSULTING,INC. 1 t all` r- 3' •`4 —k— i UPLOADED: 06/26/2023 16:58:57 As a mutual pmlection to clleft,ft pudic aM ourselves,all mNft arc wo omao as the confid'reial property or cliems,am author®4on for publ-tion of slatemerts,cond-iom ar ertracts from m repanlirq our repots is re—ari peralirp our wMlen approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 www,mtc-inc.net Hoodsport Project-23S120,0612212023,#F312340,Page 4 of 6 ARWM MATERIALS TESTING A CONSULTING,INC. � * 7•`"sue$ UPLOADED: 06/26/2023 17:00:42 UPLOADED: 06/26/2023 17:00:45 Aa a mutual protection to clkms,the pudic end ou 1—,ali mpork are Mu ithd as the mnatlemial pmpany of'hem'.and aW'Mflon for puNiration olsratemems,condusions or a Mda hom or re91WIN our repoRs h MWNry pendiw our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612212023,#F312340,Page 5 of 6 JW, MATERIALS TESTING&CONSULTING,INC. pp �� '49 yam I1 It� F f +tea£ = r - UPLOADED: 06/26/2023 17:00:47 UPLOADED: 06/26/2023 17:00:49 REPORTED BY:Marcus Van Valen REVIEWED BY:Medhanie Tecle,Project Manager Aa a mutual pMe,to dierea,Me p,Nic are ourselves,all mporte are wW tted as VK wnOderdial pmperty of Cierb,end auNor®lion for NNimfi of rtalemeida,wr,dua or ealr ham or regarding our mpoip u rex "wing our w en appmwl. Environmental•Geotechnical Engineering•Special Inspection a Non-Destructive Testing•Materials Testing Burlington IOlympialBeIlinghamISiIverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,06/2212023,*F312340,Page 6 of 6 I of 6 LONGITUDE ONE TWENTY° ENGINEERING&DESIGN Helical Pile Review for Structural Compliance Date: August 15, 2023 Project Name: 23430 Highway 101- Foundation Stabilization Effort L120 Project#S211203-3XR Project Location: 23430 Highway 101, Hoodsport,WA 98548 Client's Name:Ty-Lynn Hespe, Project Coordinator—R&R Foundation Specialist, LLC To whom it may concern, The purpose of this letter is to confirm helical pile installation and capacity compliance with the structural requirements specified in the L120 Structural Calculation Package and Structural Site&Foundation Plan dated November 29,2022. On July 7,2023,seventeen(17)helical piles were installed by R&R Foundation Specialists(R&R)to lift and stabilize the residence located at 23430 Highway 101. Piles were installed with a DIGGA 10k drive head to a maximum depth of 10ft.To the knowledge of L120,these piles were installed by R&R certified installers in accordance with the cited structural package and ESR-37S0. Please refer to the attached drive log provided by R&R. Concrete samples taken have been reviewed and deemed to have reached acceptable strength prior to 28 days. New foundation elements appear to have been installed according to the drawings. With pile spacing at a maximum 6'-0"on-center,the minimum required vertical capacity as determined by L120 was allowable loadings of 15 kips per pile.These demand requirements are as determined and specified in L120's structural calculation package cited above. As required by the referenced structural package, proof testing was to be performed to 200 percent of the specified design load. It is L120's understanding that the installers utilized the dead weight of the existing structure to achieve the required reaction of a test pile. Pile capacities for helical piles have been calculated utilizing the torque correlation factors provided in ESR-3750.A torque/capacity chart detailing this calculation has been attached to this letter. Per the attached document,an Ideal Foundation Systems 2-7/8in diameter 10k helical pile installed to minimum pressures of 1,000psi results in an installation torque of 3,480 ft-lbs,and an allowable capacity of 15.7 kips including a safety factor of 2. The results are summarized below: Maximum Demand(allowable)=15.0 kips/pile Available Capacity(allowable)=15.7 kips/pile �. 790• . 0 • 2 of 6 By inspection,the pile capacities of the installed helical piles exceed the maximum loading demand or reached refusal as determined by L120's analysis.Therefore,the installed piles comply with the structural design/demand. Please contact us if you have any questions. Sincerely, Peter Modica, P.E. Project Engineer L120 Engineering&Design (L120) pmodica@1120engineering.com �.•�R.T HURL!♦• Mans R.Thurfjell, P.E L120 Engineering&Design (1-120) mthurfiell@1120engineering.com •. •• • . • 3 of 6 NOTE: L120 HAS MODIFIED THIS < I North LEVEL SURVEY TO MATCH A` ------�----1—-- -__--- --- , -— —_. ------- ---- ---------- CHANGE IN SCOPE 11/15/2022 REFER TO SPACING REQUIREMENTS IN STRUCTURAL DRAWINGS TYP ALL PILES NEW CONCRETE 6 7 30' 8 9 FOUNDATION TO BE - _ T11 0 5 -2 3/4 -3 CONSTRUCTED IN LIEU -2 314 -3 OF(E)POST AND BEAM o4 FONDATION AT BUMP-OUT 2 F1/4 3 -1 3/4 15 -E16 17 -210' 13 1 -1 1/4 30' -2 -2 1/4 14 ANGLE IRON IS NOT REQURIED AT(E) CONCRETE FNDN TYP -1 -1 1/2 -1 1/2 -13/4 -3/4 -1 -1/2 -1 50' Carbon Fiber Pattern -Helical Pier 12inch Bi Directional I I _ -- -Angle Iron s 4s Areas for 12in CIF Crack Repair I _ I 6inch Uni Directional Ideal 1 130-35 ----��------------- 140-45 --------------------- 45-50 Mmmm��Emmmmmmm'EMMONS .1 ®_-®--------------- .1 --------------------- 1 �-�---------------- 70-75 --------------------- :1 --------�--�------- 4 of 6 raROJECT NO. SHEET N14 S211203-3XR "A PROJECT 23430 Hwy 101, Hoodsport, WA LONGITUDE SUBJECT NUMM&I RW0&@ft%r90@PK1Mi1ization ONE TWENTYO ENGINEERING&DESIGN BY CM H DATE 11/29/2022 Ideal Foundation Systems 2-7/8"0 Helical Pik(0203-inch wall thickness)-Soil Capacity per ESR-3750 DIIGGA 10K Drove Tcr ue Ct"T"acicr factor,. K, UlamoteAmd R Compress— Airuwabie rlxio�CarnRress,iye Head Torque,T Ccmpressio.r C.opociq,P.=K,•T Capacity, P,=0.5"P� Pressure (/t•Ibs) fF54), is k'? flops) (kPs) 500 1,740 9 15J 7-8 600 2,088 9 18-9 9.4 700 7,436 9 219 1L0 &CC 2,794 9 25.1 12-S 9T, 3,132 9 292 14.1 1CC0 3.480 9 3L3 15.7 1100 3,828 9 345 17.2 120E} 4,176 9 37.6 19-8 INC, 4,524 9 40.7 20A 142,C 4.872 9 43.8 21.9 1500 5,220 9 47.0 23.5 160,G 5,568 9 50.1 25.1 17CK) 5,916 9 532 26.6 150C 6,264 9 56.4 281 MAX 1900 6,612 9 s9S 29.8 *See Note viii 2000 6,960 9 62-6 31.3 2100 7,308 9 1 65.8 1 32.9 2200 1 7,656 9 1 68_9 1 345 2300 1 8,000 9 1 72-0 1 36.0 *See Note i:i i.)DIGGA 10K Drive Head differential pressure display to torque output has been pulled from the attached conversion charts provided by DIGGA. ii.)Per Table SA of ESR-3750,the maximum instal lation torque rating of a 2-7/8"0 helical pile(0.203-inch wall thickness)is 8,300 ft•lbs. Per Ideal Manufacturing,Inc,the maximum installation torque rating of a 2-7/870 helical pile(0203-inch wall thickness)is 8,000 Wlbs-Final installation torque shall not exceed the lesser of these limiting values. Ili.)Piles shall reach a torque that correlates with an allowable capacity that meets or exceeds the maximum allowable load demand as listed in the structural package,but shall not exceed the maximum allowable capacity for any part of the pile assembly. iv.)Refer to ESR-3750 and Ideal Monujoctwiny,Inc.documents for additional information and requirements. v.)Definitions per ESR-3750: T-Final Installation torque in ft•lbs,the last torque reading taken during pile installation,using,for example,the torque reading instruments connected tothe installation equipment Kr=Torque correlation factor per ESR-3750 Po=Ultimate axial compressive capacity(in kips)of helical pile P,=Allowable axial compressive capacity(in kips)of helical pile vi.)For torque readings between those listed,use the following equation to determine the allowable capacity:P,_(T•Kh)/2 vii-)1 kip-1,000 Ibs viii.)Per Note 3 of Ideal Group Dwg No.278TFG dated 4/23/20,the allowable structural capacity for the 27/8"TRU-FORCE Underpinning Bracket is limited to 30 kip. L120 ENGINEERING&DESIGN SCREW ANCHOR DRIVES HAND-HELD Lightweight hand-held screw anchor drive for the installation of screw piles in confined or low access sites such as crawl spaces.This unit can be powered by portable hydraulic power packs. FEATURES • Compact high torque Digga manufactured gearbox • Lightweight and compact for ease of movement in confined spaces • Fitted with a high efficiency Eaton/Digga geroler hydraulic motor • Motor mounted pressure relief valve fitted standard(HH-6K) • Over 34 years design and manufacturing experience • 1 yr gearbox and 1 yr motor warranty SPECIFICATIONS MODEL HH-6K MM-1OK Theoretical Torque(ft-Ibs) 6,528 @ 2,100psi 10,478 @ 3,000psi 4,765 @ 2,100psi 8,040 @ 3,000psi Expected Torque(ft Ibs) (73%efficiency) (77%efficiency) Max Pressure 2,100psi @ 11gpm 3,000psi @ 18.5gpm Max Flow 15gpm @ 2300psi 18.5gpm @ 3000psi Max Horse Power 20 33 Pressure Relief Valve Included NA Standard Output Shaft 2"Hex 2.5"Hex-Short Weight(Ibs) 90 138 Overall Length(in) 20" 24.1" Diameter(in) 9.5" 11.4" ... HH-6K Hand-held unit is not suitable for machine mounting.Warranty void if used on machines. OUTPUT SPEED&TORQUE HH-6K MM-10K OUTPUT SPEED OUTPUTTORQUE OUTPUT SPEED OUTPUTTORQUE GPM RPM PSI FT-LBS GPM RPM PSI FT-LBS 7 7 500 1,554 7 6 500 1,746 8 8 750 2,331 8 7 1,000 3,493 ( MM-10K MOUNTS 9 9 1,000 3,108 9 8 1,500 5,239 AVAILABLE TO SUIT STAND ON MINI 10 10 1,250 3,886 10 9 2,000 6,985 MACHINES AND MINI 11 11 1,500 4,663 11 10 2,500 8,732 EXCAVATORS UPTO 3.5T 12 12 1,750 5,440 12 11 3,000 10,478 13 13 2,000 6,217 13 11 14 14 2,100 6,528 14 12 15 15 15 13 16 14 17 15 18 16 Output speed and torque specifications are TH EO RETKAL.Speed and torque output are dependent on the overall system efficiendes associated with the prime movers hydraulic system. This document should be used for information and comparative purposes only.When determining criteria,&application specific information is required,please contact DIGGA. 6 of 6 Digga - Speed & Torque Chart (�/GGI7 Model Code: MINI - 10K GF. 262 rpm vs Ipm rpm vs gpm 20 - __. - -- - - 20 a15 - - -- n15 - - a 10 - 10 a ai a 5 Q 5 - - 0 -- - - - - 0 - - - 0 20 40 60 80 0 5 10 35 20 Flow rate(Ipm) Flow rate(gpm) Max. Flow (Ipm) 70 Max. Flow m 18 Max. Speed (rpm) 16 Max. Speed rpm 16 Differential Differential Output Torque Pressure Pressure Output Torque Display Display Nm Bar PSI Ibf-ft 2,360 34 500 1,740 2,832 41 600 2,088 3,303 48 700 2,437 3,775 55 800 2,785 4,247 62 900 3.133 4,719 69 1,000 3,481 5,191 76 1.100 3,829 5,663 83 1,200 4,177 6.135 90 1,300 4,525 6,607 97 1,400 4,873 7,079 103 1,500 5,221 7,551 110 1,600 5,569 8,023 117 1,700 5,917 8,495 124 1,800 6,265 8.967 131 1.900 6.613 9,438 138 2,000 6,961 9,910 145 2.100 7,310 10,382 152 2,200 7,658 10.854 159 2.300 8.006 11,326 166 2,400 8,354 11,798 172 2,500 8,702 12,270 179 2,600 9,050 12.742 186 2,700 9,398 13,214 193 2,800 9,746 13.686 200 2,900 10,094 14,158 1 207 3,000 10,442 * IMPORTANT: This chart is based on theoretical values and is provided as a guide only. Digga accepts no responsibility complying with any installation requiring certain torques being reached. You will need to consult an engineer. MATERIALS TESTING i CONSULTING,INC. Hoodsport Project - 235120 - Field Report: Piling Inspection: Report #F312443 CLIENT R&R Foundation Specialist DATE 06/21/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 1140 weather 75*F, Clear 06/21/2023 Conditions: Inspection Performed: Piling Inspection Comments: MTC Staff geologist arrived onsite for observation and inspection of helical pier installation at the foundation level. Helical pile leads and extensions were verified as 5.0 ft long and 2.5 inches in diameter, consisting of 2.875 inch diameter helical piles manufactered by Ideal Manufacturing, Inc. Upon arrival, MTC checked in with the contractor (Foundation Specialist) and reviewed the available plan set, which directed the installation of 2.875" diameter helical piles at pre- selected locations. Piles were driven using a Dingo wide-track TX-1000 loader with the appropriately sized pile driving attachment and a gauge capable of reading 3000 psi with a resolution of 50 psi. MTC observed piles driven to the minimum installation torque (i.e. refusal) in the selected locations. Specified refusal criteria varied depending on the location of the pile, per the provided plan set. See Pile Installation log below for final installation depths of all piles installed on this date. Pile #Depth Installed BPG* (ft)Pressure at Refusal (psi) 12 -- 9.0 — 1600 13 — 7.5 ~ 1000 14 — 7.0 — 1000 *Below Present Grade = (BPG) To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Work in progress.Additional inspection needed. Images: As a mutual p,m,Wn to clients,tfre public and ou t—,all mpods are submitted as IM—fdeMlal pmpedy or chants,and autboriaatbn for pubsoaden of statements,oasnclusions or eatmom from or mg,dliq our reports m reserves pending our wrRleo approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Bur lingtonjolympial Bell inghamiSiIverdaleJukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612112023,*F312443,Page 1 of 2 �u►mnus tesrr a L � t zr x � Y 44tii UPLOADED: 06/27/2023 18:56:38 UPLOADED: 06/27/2023 18:56:40 1 wane wiaaa w�MR'i�: aa'Aenrl rrwnua wRa[n41 [e RLa aaY _ eJMt/h b IpRQR,.. '?RYE ipap[t 1']CA1ga 4t ft•11y .Vaal �G..wLJwaNR il@R. ..I�1 ..Np� . aan [tract ln[Yws ar.rin.[. wx+. lwm..w Ks'A a¢nw rtaru. ■,a .l•. 1w. s.r ncxtr^e { 4 •fart Y.W TR+r N.^ C:SX[fa ri"str'M.�ta Ra. Ka — Rom. L P�..MwRraa Nr t/ct�l a'..l�n NMa ,.. An •eraf+t -.«a RRn1MROYYv.Jraa ■by t ��iw� I RiOrM�1 [a •�ly Na�.t�rN •� N �1� M f�YrW �4raa L• �_ gg atw { .t� i1YwM eV`5 f • Y.`. y wow�Assil.r..e®h..e vrM.�•rtatrt o+r.e.. UPLOADED: 06/27/2023 18:56:41 UPLOADED: 06/27/2023 18:56:43 J.. �1 jf r+ UPLOADED: 06/27/2023 18:56:45 UPLOADED: 06/27/2023 18:56:47 REPORTED BY:Nicholas Dier REVIEWED BY:Medhanie Tecle,Project Manager Asa mutual prof«lion W diens.Uw puWk and o ,nsa,all rspons are wbninad as are conYdenhal property of eeMs,and au ,rtatkn rot Nmoanon of statemeKa,cunduskoa or extra is horn or regarding our reports is reamed pending our wnden app-1. Environmental•Gcotechnical Engineering•Special Inspection•Non-Destructive Testing• Materials Testing Burlingtonl0lympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612112023,*F312443,Page 2 of 2 LONGITl1DE ONE TWENTY" ENGINEERING&DESIGN Project Name: RnR Foundation Specialist—23430 Hwy 101, Hoodsport, WA Project Number: S211203-3XR June 29, 2023 To Whom It May Concern, We have been informed of a few conditions at the project address listed above, where site conditions dictated a few updates/alterations to the foundation repair compared to what was shown in the structural submittal package. We have been asked to verify that these updates/changes are approved and sufficient as built. • Please verify the use of a single helix 2 7H8" diameter helical pile in lieu of the double helix pile specified in detail 4/SD-1.2. • Per the Level Survey,the existing foundation was anticipated to be CMU, which would require an Angle Iron to span between the piles to support the stemwall and footing. However, at the site, it was discovered that the foundation wall was in fact concrete, but too shallow to incorporate an angle iron support. Therefore it was requested that 4x4 tube steel be used to span between the piles in lieu of the angle iron at the locations indicated on plan. • Per the structural drawings, a new continuous strip footing with enlarged and deepened pile caps have been specified from piles #4-11. In lieu of providing varying forming for deepened pile cap sections, R&R has requested to just form and pour the pile cap section as a full length grade beam in lieu of the continuous footing, thus providing widened footing, with increased strength/capacity. Solution: Based on the information provided to us from R&R Foundations from the site conditions, we recommend the following. L120 is in agreement with the requests and the alternate solutions listed above for the on site field adjustments. Please see below for further information. It shall be noted that this foundation repair is for stabilization only. • Single helix 2 7/8" diameter helical piles are acceptable to be used. Please ensure minimum allowable design loads/pressures were achieved. • HSS 4"x4"X3/8" tube steel is acceptable to be used in lieu of the angle iron that was previously noted on the drawing plans. 90 9502 _LCJNGITUDE ONE TWENTYO ENGINEERING&DESIGN • The 24" x14" pile cap section is acceptable to be used as a continuous grade beam in lieu of the continuous footing between piles#4411. Sincerely, Kenny Jones, PE Mans Thurfjell, PE L120 Engineering and Design L120 Engineering and Design Kirkland: 425-636-3313 Dallas: 214-429-3956 i s■ s a •i • r •ice � . �• ♦i • • ' • i rF, Special Inspection Requirements BLD2022-01366 HOODSPORT REMODEL 23430 N US HAY 101, Hoodspon Permit \umtwr Yr-r►jeci Titir Pnjject AJdrrr%JrParccI\umber Applicants of projects requiring Special Inspection or Testing per Chapter 170•4&1705 of the International Building Code, as amended by Washington State Please acknowledge and return this form to the Mason County Permit Center THESE INSPECTIONS ARE NQ; PERFORMED BY THE BUILDING DEPARTMENT AND MUST BE PERFORMED BY QUALIFIED SPECIAL INSPECTORS, HIRED BY THE OWNER AND APPROVED BY THE COUNTY PERMIT CENTER. individuals certified in a special inspection category by Washington Association of Building officials(WABO)or individuals employed by a recognized testing laboratory and under the direct supervision of a Registered Professional Engineer are typically considered qualified at the discretion of the local jurisdiction having authority for enforcement BEFORE A PERMIT CAN BE ISSUED The Owner or hisAher representative, on the advice of the responsible Project Engineer or Architect. shall fill out completely, sign and submit two (2) copies of the attached -Structural Tests and inspection Schedule' to this Department for review and approval including any requirements related to the Mason County Municipal Code The Owner. General Contractor, and InspectionlTesting Agency, where applicable, shall also acknowledge the following conditions applicable to Special Inspection andlor Testing. 1. lnspectioniTesting Agency shall submit names and qualifications of on-site Special Inspectors to the Building Inspection Permit Center for approval PRIOR 10 PEf2Ml t iS BEING ISSULL) 2 All Special Inspections shall be noted on the approved plats or attached approved documents. 3 All special inspections shall be approved by the County or as reccmmended by the Engineer of Record (EOR 4 It is the responsibility of the General Contractor to review County approved plans for additional inspection or testing requirements that may be noted or required per IBC as noted on approved plans The General Contractor is responsible for proper notification to the Inspection/Testing Agency for items listed on this form. 6 Special Inspectors shall provide detailed reports on company letterhead to the Building Inspector of 311 required inspection activities These may also be provided when the inspector visits the jobsite for the scheduled inspection but must be comp',eted before the subject of inspection is approved by the building inspector 7 Copies of all ongoing laboratory and testing reports shall be scant directly to the Building inspector by the Inspection!Festing Agency or other responsible party within a reasonable time to test results S. BEFORE A CERTIFICATE OF OCCUPANCY APPROVAL CAN BE ISSUED: The inspection.'Testing Agency shall submit a stating that all items requiring testing and inspection have been fulfilled and reported and a final inspection report shall be provided- A copy of the statement is to be maintained at the jobsite for the Building inspectors review prior to final inspections Page 1 of 4 Special Inspection Requl rarrient MAi01�COt`Lt'!'Z - CCMI#/L:#K1"X fitkN;gt ACKNt7WIXDGE:11EN", Prior to issuance of a building permit. the: th%-ner, on the advice of the Prt�cet Frigincer or Architect, shall complete.sign.and suhmu this form to the Count% Permit Center. Declaration of(honer i, as the o%%ner of the project.de-etare that the testing agenc% finn,'s or individualls listed herein an hind b% me to )+erfon dr n "Special Inspections-an �x--Structural Testing" in accordance th the p visions of the International Building code(IBC)Chapter 17. SEAVIEW HOODSPORT LL.0 2/06/t�t3 Owner(print) Owncr(Signatme) (date) Declaration of Registered Professional Architect/Engineer 1, as the design professional in responsible charge of the project listed herein, declare that the special inspmtion listed herein are required for this project in accordance with the provisions of the international Building Code(IBC)Chapter 17. MICHEILE QUESADAAACMITECT 10 FEB 2M Architectihni ineer(print) Archiiec:G`Engineer StamR.;Signature(date) "testing A_wncv Name/Contact Apt RW-k to 'iMILM—C- # into C0Lflq f OLWI < aWiee 3(00. 534. crrn The Special InspectionlTesting Agency listed above must have a �urrerrl Portfolio of Qualifications r on file with the County ,xfGE=r to performing wort Declaration of the General ('ontrartor 1,as the general Contractor of the pmjccL agree to comply with "Conte or Responsibility"items noted herein General Contractor(print) General Contractor Signature (date) Page 2 of 4 Special Inspection Requirements t t uut.Atn 6tJtvh"ES Required Special Inspeetions International Building (_'Ode; Chapter 1i: A completed and signed copy of pages 1 through 4 of this form shall be submitted to the 'Permit Center" prior to mild:ng permit approval Engineer shall check the applicable items- ❑ Special inspection of fabricated items 1 7o-1 ❑Submittals to the building official 1704.5 ❑Structures m-er 75' in height located in Seismic Design Category D, 1704.6 1 ❑ Structures classified as Risk Category III or RV located in Seismic Design CatCgwy D, 1704 A t D Steel construction& structural Steel 1705.2.1 0 Cold forth steel deck 1705 2,2 ❑open-web steel joists&,girders 1705.2.3 D Cold form steel trusses spanning 60 feet or greater 1705.2.4 10 Concrete construction 1705.3& Table 1705. C(yr-, Qske. �}Itics k Po �•,: �� D Shotcrete 1705 3 a,�C ►'bJ D Welding of reinforcing bars 1705 3 1 D Material -rests 1705.3.2 0 Masonry Construction 1705.4 D Empirically designed masonty,glass unit& masonry in Risk Category IV 1705.4.1 D Vertical masonn, foundation elements 1705.4.2 D Wood construction 1705.5 D High Load Diaphragms 1705.5.1 D Mcial-plate connected wood trusses spanning 60 feet or greater 1705.5.2 ❑Soils 1705"6& Table 1705.E D Driven deep foundations 1705.7& Table 1705.7 D Cast in-glace deep foundations 1705,8 8. Table 1705.8 8 &I lchiW pile foundations 1705.9 0 F.%bricated;teats 1705.10 Page 3 of 4 A Special Inspection Requirements •, gym sai»crs ❑Spmial inspections for wind resistance 17V5.I t ❑Structural w o,,A 1705.11.1 ❑Wind resisting components 1705.11 3 O Cold formed steel light frame 170's.11.2 0 Special inspection for seismic resistance 1705 12 D Special inspection for structural steel per 1705.12 1 ❑Seismic force-resisting systems 1705 1-1.1 1 ❑ Structural steel elements 1705 12 1.2 O Special inspection for structural wood per 1705.12 2 0 Special inspection for cold-formed steel per 1705.12 3 D Dcsivated seismic systems 1705,12 4 D Architectural components 1705.12.5 D Plumbing. mechanical& electrical components 1705 121 6 0 Storasc racks 1705.12 7 D Seismic isolation systems 1705.12.8 ❑Cold-formed steel special bolted moment frames 1705.12.1) ❑Testing for seismic resistance 1705.13 0 Structural steel 1705.13.l ❑ Seismic fore-resisting systems 1705.13,1.1 ❑ Structural steel elements 1705.13 1.2 0 Nonstructural components 1705,13.2 O Designated seismic systems 1705J 3.3 ❑Seismic isolatiort systems 1705.13.4 ❑Sprayed ftrc-resistance materials 1705.14 E3 Physical and visual tests 1705,14 1 ❑Structural member surface conditions 1705.14.2(1705.14 3 through 1705.14.6.3) O Mastic& intumescent fire-resistance costings 1705.15 0 Exterior insulaticm& finish switents(EIFS) 1705.16 ❑ Fire-resistance penetrations and joints 1705.17 ❑ Penetration frestops 1705 17 1 ❑ Dire-resistant joint systems 1705.17 2 �, ❑Testing for smoke control 1705 18 ' O Testing Scopc 1705 18 1 Pagc4of4 MDT ENGINEERING 31403 441h Avenue South Auburn, WA 98001 253-709-9852 md.thompson@earthlink.net March 25, 2024 To: Ted Becker Joseph Builders RE: 23430 Hwy 101 , Hoodsport observed the installation of the anchor bolts that were drilled and epoxied to the existing concrete stem wall. I also observed the installation of the anchor bolts for the holdowns. The holes were cleaned prior to installation and the anchors were installed to the appropriate depth with epoxy. The installation of the anchors is approved. Thank you, Michelle Thompson, PE MDT Engineering THOMo �G �F WASyy `" CO Z 25839 o�FSSTE /0NENG\� 1 of 6 LONGITUDE_ ONE TWENTY° ENGINEERING&DESIGN Helical Pile Review for Structural Compliance Date: August 15, 2023 Project Name: 23430 Highway 101- Foundation Stabilization Effort L120 Project#S211203-3XR Project Location: 23430 Highway 101, Hoodsport,WA 98548 Client's Name:Ty-Lynn Hespe, Project Coordinator—R&R Foundation Specialist, LLC To whom it may concern, The purpose of this letter is to confirm helical pile installation and capacity compliance with the structural requirements specified in the L120 Structural Calculation Package and Structural Site&Foundation Plan dated November 29,2022. On July 7,2023,seventeen(17)helical piles were installed by R&R Foundation Specialists(R&R)to lift and stabilize the residence located at 23430 Highway 101. Piles were installed with a DIGGA 10k drive head to a maximum depth of 10ft.To the knowledge of L120,these piles were installed by R&R certified installers in accordance with the cited structural package and ESR-3750. Please refer to the attached drive log provided by R&R. Concrete samples taken have been reviewed and deemed to have reached acceptable strength prior to 28 days. New foundation elements appear to have been installed according to the drawings. With pile spacing at a maximum 6'-0"on-center,the minimum required vertical capacity as determined by L120 was allowable loadings of 15 kips per pile.These demand requirements are as determined and specified in L120's structural calculation package cited above. As required by the referenced structural package,proof testing was to be performed to 200 percent of the specified design load. It is L120's understanding that the installers utilized the dead weight of the existing structure to achieve the required reaction of a test pile. Pile capacities for helical piles have been calculated utilizing the torque correlation factors provided in ESR-3750.A torque/capacity chart detailing this calculation has been attached to this letter. Per the attached document,an Ideal Foundation Systems 2-7/8in diameter 10k helical pile installed to minimum pressures of 1,000psi results in an installation torque of 3,480 ft-lbs,and an allowable capacity of 15.7 kips including a safety factor of 2. The results are summarized below: Maximum Demand(allowable)=15.0 kips/pile Available Capacity(allowable)=15.7 kips/pile 2 of 6 By inspection,the pile capacities of the installed helical piles exceed the maximum loading demand or reached refusal as determined by L120's analysis.Therefore,the installed piles comply with the structural design/demand. Please contact us if you have any questions. Sincerely, Peter Modica, P.E. Project Engineer L120 Engineering&Design(L120) pmodica@1120engineering.com r•■• , •�r0. THU �'♦ +• SrCNA,��•. Mans R.Thurfjell, P.E L120 Engineering&Design(1-120) mthurfiell@1120engineering.com 3 of 6 NOTE: L120 HAS MODIFIED THIS North LEVEL SURVEY TO MATCH A CHANGE IN SCOPE 11/15/2022 {� REFER TO SPACING REQUIREMENTS IN STRUCTURAL DRAWINGS TYP ALL PILES NEW CONCRETE 6 7 30' 8 9 FOUNDATION TO BE -2 3/4 10 CONSTRUCTED IN LIEU 5 -2 3/4 3 3 OF(E)POST AND BEAM 04 FONDATION AT BUMP-OUT 0 1 3/4 11 13 10' 3 15 -1 3(6 7 -2 1 12 10' 1 1 1/4 -1 1/4 30' -2 7-21/4 14 ANGLE IRON IS N REQURIED AT(E) CONCRETE FNDN TYP O0 ro cli - -3/4 -1 -1 112 -1 1/2 -1 3/4 0 0 -3/4 -1 -1/2 1 50' Carbon Fiber Pattern (r - Helical Pier 12inch Bi Directional; Angle Iron Areas for 12in CIF Crack Repair I 6inch Uni Directional Ideal 4of6 PROJECT • SHEET NO. S211203-3XR PROJECT 23430 Hwy 101, Hoodsport, WA LONGITUDE SUBJECT N0691PH AteV&@hqW@P19Mi1izafion ONE TWENTY0 ENGINEERING&DESIGN BY CMH DATE 11/29/2022 Ideal foundation Systems 1-7/8"0 Helical Pile(0.203-inch wall thickness)-Soil Capacity per ESR-3750 DiGGA 10K Drive Torque Correlation factor, K, Ultimate Axial Compressive ABowableAxiai Compressive Head Torque,T Compression Capacity, P.=K,'T Capacity, P,=OS'P Pressure fJt'ibs) (psi) i/t') (4ip5j (kips) 50C 1,740 9 15-7 7.8 600 2.098 9 18.E 9.4 700 2.436 9 21.9 11.0 800 2,784 9 25.1 12.5 900 3,132 9 28.2 14.1 1000 3,490 9 31.3 15.7 1100 3,828 9 34.5 17.2 1200 4,176 9 37.6 18.8 1300 4,524 9 40.7 20.4 14W 4,972 9 43.8 21.9 1500 5.220 9 47.0 23.5 1600 5.568 9 50-1 25.1 1700 5,916 9 53.2 26.6 1800 6.264 9 564 28.2 MAX L900 6.612 9 595 29.E 'See Nete•: 20DC 6.96E 9 62.6 31.3 2100 7,30E 9 65.8 32.9 2200 7,656 9 68.9 34.5 2300 8,00C 9 720 1 36.0 1'See Note ii i.)DiGGA 1DK Drive Head differennal pressure display to torque output has been pulled from the attached conversion charts provided by DiGGA. ii.)Per Table 5A of ESR-3750,the maximum installation torque rating of a 2-7/8"0 helical pile(0.203-inch wall thickness)is 8,300 ft'Ibs. Per Idea!Manufacturing,Inc.,the maximum installation torque raring or a 2-7/8"0 helical pile(0.203-inch wall thickness)is 8,DD0 ft'Ibs.Final installation torque shall not exceed the lesser of these limiting values. iii.)Piles shall reach a torque that correlates with an allowable capacity that meets or exceeds the maximum allowable load demand as listed in the structural package,but shah not exceed the maximum allowable capacity for any part of the pile assembly. :v.i Refer to ESR-3750 and Idea Manufacturing,Inc documents for additional information and requirements. v.)Definitions per ESP-3750: T-Final Installation torque trit ft'Ibs:the last torque reading taken during pile installation,using,for example,the torque reading instruments connected to the installation equipment. K,=-orque correlation factor per ESR-3750 P,=Ultimate axial compressive capacity(in kips)of helical pile P,-Allowable axial compressive capacity(in kips)of helical pile vi.)For torque read ngs between those listed,use the following equation to determine the allowable capacity:P,_(T'K,)/2 vii.)1 kip-1,000 Ibs viii.)Per Note 3 of Idea Group Dwg No.278TFG dated 4/23/20,the allowable structural capacity for the 2 7/8"TRU-FORCE Underpinning Bracket s limited to 30 kip. L120 ENGINEERING&DESIGN SCREW ANCHOR DRIVES HAND-HELD Lightweight hand-held screw anchor drive for the installation of screw piles in confined or low access sites such as crawl spaces.This unit can be powered by portable hydraulic power packs. FEATURES • Compact high torque Digga manufactured gearbox • Lightweight and compact for ease of movement in confined spaces • Fitted with a high efficiency Eaton/Diggs geroler hydraulic motor • Motor mounted pressure relief valve fitted standard(HH-6K) • Over 34 years design and manufacturing experience 1yr gearbox and 1 yr motor warranty rrj SPECIFICATIONS MODEL HH-6K MM-10K Theoretical Torque Ift-Ibs) 6,528 @ 2,100psi 10,478 @ 3,000psi Expected Torque(ft-Ibs) 4,765 @ 2,100psi 8,040 @ 3,000psi (73%efficiency) (77%efficiency) Max Pressure 2,100psi @ 11gpm 3,000psi @ 18.5gpm Max Flow 15gpm @ 2300psi 18.5gpm @ 3000psi Max Horse Power 20 33 Pressure Relief Valve Included NA Standard Output Shaft 2"Hex 2.5"Hex-Short Weight(Ibs) 90 138 Overall Length(in) 20" 24.1" Diameter(in) 9.5" 11.4" �. HH-6K Hand-held unit is not suitable for machine mounting.Warranty void if used on machines. OUTPUT SPEED&TORQUE HH-6K MM-10K OUTPUTSPEED OUTPUTTORQUE OUTPUTSPEED OUTPUTTORQUE GPM RPM PSI FT-LBS GPM RPM PSI FT-LBS 7 7 500 1,554 7 6 500 1,746 8 8 750 2,331 8 7 1,000 3,493 MM-10KMOUNTS 1 9 9 1,000 3,108 9 8 1,500 5,239 AVAILABLE TO SUIT STAND ON MINI 10 10 1,250 3,886 10 9 2,000 6,985 MACHINES AND MINI 11 11 1,500 4,663 11 10 2,500 8,732 EXCAVATORS UP TO 3.5T / —/ 12 12 1,750 5,440 12 11 3,000 10,478 13 13 2,000 6,217 13 11 14 14 2,100 6,528 14 12 15 15 15 13 AO 16 14 17 15 18 16 Output speed and torque specifications are THEORETICAL.Speed and torque output are dependent on the overall system efficiencies associated with the prime movers hydraulic system. This document should be used for information and comparative purposes only.When determining criteria,&application specific information is required,please contact DIGGA. 6of6 Digga - Speed & Torque Chart Model Code: MM - 10K GF: 262 rpm vs Ipm rpm vs gpm 20 - -- 20 a. 15 - E CL 15 10 27.V 10 a a 5 - a 5 - vf V1 0 0 - 0 20 40 60 80 0 5 10 15 20 Flow rate(Ipm) Flow rate(gpm) Max. Flow (Ipm) 70 Max. Flow m 18 Max. S eed (rpm) 16 Max. S eed r m 16 Differential Differential Output Torque Pressure Pressure Output Torque Display Display Nm Bar PSI Ibf-ft 2,360 34 500 1,740 2,832 41 600 2,088 3,303 48 700 2,437 3,775 55 800 2,785 4,247 62 900 3,133 4,719 69 1,000 3,481 5,191 76 1,100 3,829 5,663 83 1,200 4,177 6,135 90 1,300 4,525 6,607 97 1,400 4,873 7,079 103 1,500 5,221 7,551 110 1,600 5,569 8,023 117 1,700 5,917 8,495 124 1,800 6,265 8,967 131 1,900 6,613 9,438 138 2,000 6,961 9,910 145 2,100 7,310 10,382 152 2,200 7,658 10,854 159 2,300 8,006 11,326 166 2,400 8,354 11,798 172 2,500 8,702 12,270 179 2,600 9,050 12,742 186 2,700 9,398 13,214 193 2,800 9,746 13,686 200 2,900 10,094 14,158 207 3,000 10,442 *IMPORTANT: This chart is based on theoretical values and is provided as a guide only. Digga accepts no responsibility complying with any installation requiring certain torques being reached. You will need to consult an engineer. MM. MATERIALS TESTING&CONSULTING,INC. Hoodsport Project - 235120 - Field Report: Piling Inspection: Report #F312443 CLIENT R&R Foundation Specialist DATE 06/21/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 1140 Weather 75*F, Clear 06/21/2023 Conditions: Inspection Performed: Piling Inspection Comments: MTC Staff geologist arrived onsite for observation and inspection of helical pier installation at the foundation level. Helical pile leads and extensions were verified as 5.0 ft long and 2.5 inches in diameter, consisting of 2.875 inch diameter helical piles manufactered by Ideal Manufacturing, Inc. Upon arrival, MTC checked in with the contractor (Foundation Specialist) and reviewed the available plan set, which directed the installation of 2.875" diameter helical piles at pre- selected locations. Piles were driven using a Dingo wide-track TX-1000 loader with the appropriately sized pile driving attachment and a gauge capable of reading 3000 psi with a resolution of 50 psi. MTC observed piles driven to the minimum installation torque (i.e. refusal) in the selected locations. Specified refusal criteria varied depending on the location of the pile, per the provided plan set. See Pile Installation log below for final installation depths of all piles installed on this date. Pile #Depth Installed BPG* (ft)Pressure at Refusal (psi) 12 - 9.0 - 1600 13 - 7.5 1000 14 -- 7.0 1000 *Below Present Grade= (BPG) To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Work in progress. Additional inspection needed. Images: Ma ffv"Pabtlbab CYxb.""M a WWw MnpmbMft*iYerb=AW"papery ofdYrb,and8.1-hM nforPbhd.0fXd—Vk C—k* oW.%ftm v,eprsq ar np ts—e dPTVarwMm ppr v Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 101ympialBeIIinghamISiIverdaleITukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612112023,#F312443,Page 1 of 2 MATERIALS TESTING&CONSULTING,INC. 1 t UPLOADED: 06/27/2023 18:56:38 UPLOADED: 06/27/2023 18:56:40 r Jr ^ro. xow •n. s. qzf s v�fi a e , wru:a�rwwe�m+�rwyair� rr, d r UPLOADED: 06/27/2023 18:56:41 UPLOADED: 06/27/2023 18:56:-_ r UPLOADED: 06/27/2023 18:56:45 UPLOADED: 06/27/2023 18:56:47 REPORTED BY:Nicholas Dier REVIEWED BY:Medhanie Tecle,Project Manager n:a mun,a�aor«aoo ro aiems,me p�c ane oursa�res.au yaw,+:am v,mvnea a:u,a umraeonai aooaer or abm:.am aumo,�mn i«wdroaaon a s�e�amena,mnd�a�n e,oaor:rtom o.,aaa,ana our mvo��,awrea ae�na our wecbn app,o�ai. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonl lympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612112023,#F312443,Page 2 of 2 M7- !C MATERIALS TESTING&CONSULTING,INC. Hoodsport Project - 23S120 - Field Report: Piling Inspection: Report #F312340 CLIENT R&R Foundation Specialist DATE 06/22/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT#BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 0930 Weather 75*F, Clear 06/22/2023 Conditions: Inspection Performed: Piling Inspection Comments: MTC Staff engineer arrived onsite for observation and inspection of helical pier installation at the foundation level. Helical pile leads and extensions were verified as 5.0 ft long and 2.5 inches in diameter, consisting of 2.875 inch diameter helical piles manufactered by Ideal Manufacturing, Inc. 3 piles (#12, #13, #14) were driven prior to MTC arrival. Upon arrival, MTC checked in with the contractor (Foundation Specialist) and reviewed the available plan set, which directed the installation of 2.875" diameter helical piles at pre- selected locations. Piles were driven using a Dingo wide-track TX-1000 loader with the appropriately sized pile driving attachment and a gauge capable of reading 3000 psi with a resolution of 50 psi. MTC observed most piles driven to the minimum installation torque (i.e. refusal) in the selected locations, with the exceptions as noted below in red. Specified refusal criteria varied depending on the location of the pile, per the provided plan set. See Pile Installation log below for final installation depths of all piles. Pile #Depth Installed BPG* (ft)Pressure at Refusal (psi) 17 --- 8.0 - 1600 16 -- 8.0 - 1500 15 --- 9.0 - 1500 3 - 8.0 - 1500 2 1-7 .0 - 1200 1 - 7.0 - 1000 11 -- 4.5 -- 500 10 -- 8.5 - 700 9 - 4.5 - 500 8 - 5.0 - 450 * Below Present Grade= (BPG) To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Work in progress.Additional inspection needed. Asa mutual prob bon b tllaae.the pudlp end our d .e1 rapab are KAvAftE aitla wrdWw"prapaIV of tlbaa.atl elMwftW-b Putllpalbn W aebelels4 rask aia.ma han M 1-9aa tup w npala Is a~pa-ft ar nrslen approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington IOlympial Bel IinghamI Silverdale ITukwila 3 60.75 5.1990 www.mtc-inc.net Hoodsport Project-23S120,0612212023,#F312340,Page 1 of 6 MATERIALS TESTING 6 CONSULTING,IN'. Images: r, 1- t UPLOADED: 06/26/2023 16:55:47 alms UPLOADED: 06/26/2023 16:55:49 As a mulwl prorectun b dwM.the"I and ourselves.al rapwis ae suMJOed w ft oaRafanml prop"d dme ,and pWlw of slammanR.wntliaimm w ettreds h u rew U g uur r MM is reserved 1-1 our writ approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonjOlympialBellinghamlSilverdaleiTukwi]a 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612212023,#F312340,Page 2 of 6 Amd7c MATERIALS TESTING&CONSULTING,INC. Y. J x r f UPLOADED: UPLOADED: 06/26/2023 16:57:43 ns a mmaai P�b asn.n.pw� an o«,i.W pmp"of wawa rewr.Q—Caro..�a—'«,.—aoworw. Environmental Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 101ympialBeI linghamlSilverdalelTukwi In 360.755.1990 www.mtc-ine.net Hoodsport Project-23S120,0612212023,#F312340,Page 3 of 6 MATERIALS TESTING i CONSULTING,INC. 40. . R. { 5 ' ' ih UPLOADED: 06/26/202316:59:02 T LPLUAL)r,i): 1b:J8:57 n:a n.doei aoteaion m aieds,ma oudc era oo«d.�,en ro«is�e s,m,mea�me ood�aoonei aoo«n d weds.eoe aNnorvaeon i«wd�d:�n��,wm�o�«a.e-aa:room«reawup«r reaom a�e�,.aa w�ang o«..rtioo a�wai. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing Materials Testing Burlington 101ympialBeIIingham[SiIverdalelTukwi la 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612212023,#F312340,Page 4 of 6 imajan MATERIALS11ESTN16 i COIl�t1LT111�,WC �r V }1 ri PLOADED: 06/26/2023 17:00:42 UPLOADED: 06/26/2023 17:00:45 As a mNual prole—to d.-,Ill."o a arse) .rep_ere wOmitteO as tlra_f( .w properly of dbnts,artl aNMry—for Wdcalion d_lam 'rundowns p eNr from or regartlmp our mpoNs is nsarvee p dlIg our wrfVen appiwal. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamiSilverdalelTukwila 360.755.1990 www.mtc-ine.net Hoodsport Project-23S120,0612212023,#F312340,Page 5 of 6 IBM MATERIALS TESTING i GONStAXIMG,INC. i r' �4 yy 41 IS • / ~ UPLOADED: 06/26/2023 17:00:47 UPLOADED: 06/26/2023 17:00:49 REPORTED BY: Marcus Van Valen REVIEWED BY:Medhanie Tecle,Project Manager n:.munw aaxuon c rr.m.na wet ea a.ras.r noarn as sense:e.m+nrrd arodb a ara..�e.enwu n 1u P�wom�a.�renwvs.m�a+eo�a u adea.rAm v.q�.a�q ar�.wis k�.wrae a.�a w.rnr�awmvr. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonl0lympial Bel IinghamlSiIverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612212023,#F312340,Page 6 of 6 in= MATERIALS TESTING 8 CONSULTING,INC. Hoodsport Project - 235120 - Field Report: Piling Inspection: Report #F312341 CLIENT R&R Foundation Specialist DATE 06/23/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 0900 Weather 75F, Clear 06/23/2023 Conditions: Inspection Performed: Piling Inspection Comments: MTC Staff engineer arrived onsite for observation and inspection of helical pier installation at the foundation level. Helical pile leads and extensions were verified as 5.0 ft long and 2.5 inches in diameter, consisting of 2.875 inch diameter helical piles manufactured by Ideal Manufacturing,Inc. Operations were continued from the previous day (MTC report #F312340) Upon arrival, MTC checked in with the contractor (Foundation Specialist) and reviewed the available plan set, which directed the installation of 2.875" diameter helical piles at pre- selected locations. Piles were driven using a Dingo wide-track TX-1000 loader with the appropriately sized pile driving attachment and a gauge capable of reading 3000 psi with a resolution of 50 psi. MTC observed most piles driven to the minimum installation torque (i.e. refusal) in the selected locations, with the exceptions as noted below in red. Specified refusal criteria varied depending on the location of the pile, per the provided plan set. See Pile Installation log below for final installation depths of all piles. Pile #Depth Installed BPG* (ft)Pressure at Refusal (psi) 7 4.0 -- 450 6 5.0 — 450 5 5.0 — 700 7.5 500 *Below Present Grade= (BPG) To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Work in progress.Additional inspection needed. Images: An a mieW palsrlwl b owes.M Ptlk ra ousmw.r opals w amid r IIm amadmW Pmrb of tlYns,ab rarlsYon bl pWblal d suerlmr,mladar r mars sm r nepmrq—nw%r,cared PrW V—reran ppw�. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonjOlympial Be]IinghamISiIverdaleITukwiIa 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612312023,#F312341,Page 1 of 4 MATERIALS TESTING 8 CONSULTING,INC. e f �-• ,. AW 4 = UPLOADED: 06/26/2023 17:05:11 a UPLOADED: 06/26/2023 17:05:13 �a mm�ai waeaion b arnn,�a+��e o�.�,,�mpory ae wmdnaa�me ooniWema�away m abets,am a,��m.wa�o�m wumnr�,�a�sa�e a e.o-ms nom a��o�reaoe:a�aa w�a a..re��Aw�ai- Environmental•Geotechnical Engineering Special Inspection•Non-Destructive Testing•Materials Testing Burlington101ympialBelIinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612312023,#F312341,Page 2 of 4 MTC MATERIALS TESTING 8 CONSULTING,INC. Crr. •.� 4 t; Z a,? , q mar ..fy rt � 4v 4 w jjy}�Y•1r ,ED: 06/26/2023 17:08:00 Aft ,.9 w UPLOADED: 06/26/2023 17:12:33 UPLOADED: 06/26/2023 17:13:33 as a mmaai wwx+iw,ro aiams.ma oudc am oursdws,eu repum ire wmunea es ma o,rmeenoat wocenr m aenu;,and auumza�on w wa..aav,a c+ma„en�s.m�,dus�o�u or e.o-a�.0/mn a�epa�dnq our rero��s�ese�wa ae,�eny wr.�nen avo•ovai. Environmental•Geotechnical Engineering Special 1 nspection•Non-Destructive Testing•Materials Testing Burlington 1OlympialBeIIinghamISiIverdaIeITukwila 360.755.1990 www.mtc-inc.nct Hoodsport Project-23S120,0612312023,#F312341,Page 3 of 4 Ilrt�Iwsallone 'U,00- r UPLOADED: 06/26/2023 17:13:35 UPLOADED: 06/26/2023 17:18:24 iw IF ;I akr is UPLOADED: 06/26/2023 17:18:27 REPORTED BY:Marcus Van Valen REVIEWED BY:Medhanie Tecle, Project Manager an a�m�e,ai noMao�a awo.w ncxo ab aunarac.r�epav o wenere.s w maa.iwr aoa•�r a aiana..�a.�wnmmn w.waramo a ar.�wm,m�dim�m a w�aan a ngruq ou npwb 4 nrrvae V�9 w.rrosn snow. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 1OlympialBeIIinghamISiIverdaIeITukwiIa 360.755.1990 www.mtc-inc.nct Hoodsport Project-23S120,0612312023,#F312341,Page 4 of 4 MATERIALS TESTING i CONSULTING,INC. Hoodsport Project - 23S120 - Compression Test: Concrete: Report #C312676 CLIENT R&R Foundation Specialist DATE 06/29/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 1100 Weather 80s, sunny 06/29/2023 Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: Strip footing Sample Location: Strip footing Contractor:R&R Foundation Subcontractor:N/A Supplier/Plant:Miles/208 Qty Placed,Cu. 7/7 Ratio: Slump,Inches(ASTM C-143)or W/C Yd.: 4 Concrete Temp, °F(ASTM C-1064): 80 j Delivery Ticket 1041147 Job Spec.Slump. 4+/-1 Ambient Temp, °F: 84 Truck#: 1186 Air Content,%(ATSM C-231): N/A Min Temp, °F: N/A Batch Time: 1228 job Spec.Air: N/A Max Temp, °F: N/A, Sample Time: 1340 Mix#and Proportions: 0360040/7 CY Cement,lbs.:4020 { Coarse Agg,lbs.: #8:8580 Admixture,oz./cwt:NI LA Flyash, tbs.:NLA Coarse Agg,lbs.: N/A Admixture,oz./cwt:;N/A Water,gals.:1249.1 Coarse Agg,lbs.: N/A Admixture, oz./cwt:i /A Fine Agg,lbs.:_CL2: 13580 Coarse Agg,lbs.:N/A Admixture,oz./cwt: /A 0!Gallons of water were added N Prior to sampling Sample Type & Compression Test Results: Received 06/30/2023 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: _ Sampling was done in accordance with ASTM C172. Lab Tests: Test Total Sample Sample Comp. New Age Date of Load Dim. Area Strength Tested By Break ASTM ASTM Log# (Days) Test (Lbs.) (In.) (Sq.In.) (PSI) TYPQ C-617 C-1231 04608 7 07/06/2023a' 53,981 3.9WL12.38_jL4,360 Madison Miller ( 2 ❑ - . 04609 28 07/27/2023 7� 3,984j 1 12.3 F5,980 Chandler Kirk-Patterson F ❑ 04610 28� 07/27/2023 75,892 3.97 12.38 6,130 Chandler Kirk-Patterson ❑ 04611 28 07/27/2023 72,362 3.97 12.38 5,850 Chandler Kirk-Patterson 0 ❑ 04612 H 0 O ❑ REQ'D 28 3000 Remarks: Average 28 day compressive strength=5990 psi. N,—ft v*ulY b R1tl bulb-n�IW Yft6 A. m�-I Pr�tb^bd�4 P�s�0 auw1r4 r �/�W�iYC w Or m11�e0Y VAV-b°/ib.ri°ervlalbn b D °I WYmsXa.mewo'r v�ufs h°m a r.Wa wmp.O6 nean°E W4ft—N pp,.L Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington101ympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612912023,#C312676,Page 1 of 2 ALWAHAOM MATERIALS TESTING&CONSULTING,INC. REPORTED BY:Nicholas Dier REVIEWED BY: Mark Peterson, Lab Manager nu«:gym aogr omr m a�wai n�m�s ana�„rews�aa.�a«aw o��o m ab�n.ma wwc a�a w�res,��e�suomiroaa�u,e cor�na«ror oAo�b aa.�s.ad«rtnoRauo„i«Pw�e«a s�a,e��.w�v�«e,nraar i.«r« ega,m�q o�,rerons a�e�ea w�eq w.w�imo ao«wa�. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing Materials Testing Burl ington[OlympialBelIinghamISiIverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612912023,*C312676,Page 2 of 2 low astw Hoodsport Project - 235120 - Field Report: Concrete: Report #F312675 CLIENT R&R Foundation Specialist DATE 06/29/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 1100 Weather 80s*F, sunny 06/29/2023 Conditions: Inspection Performed: Concrete Subcontractor: R&R Foundation Continuous or Periodic: Periodic C odic for RS and Continuous for Sheets: SD1.1,SD1.2 Location/Area: Strip footing i Details: 4/SD1 1 1 3/SDl 2 FOR letter dated 6/29/2023 Level/Elevation: �oundation-Footings Approved Plans Dated: Remarks: REINFORCING STEEL:Periodic Inspection MTC inspector was on site,as requested,to observe the placmeent of reinforcing ateel into strip footings at the locaiton noted above. Reinforcing steel was observed to be of proper size,grade,lap,placement,and was secure prior to concrete placement. CONCRETE PLACEMENT:Continuous Inspection The inspector also observed the placement of approximately 7 CY of concrete with Mix Design ID#3600040 supplied by Miles into footings at the location noted above. One set of five(4"x 8")cylinders was cast for compressive strength test specimens. Refer to Report#C312676 for field test results and for more information. Concrete was placed via wheelbarrow,was mechanically consolidated with high-cycle vibrator,and finished by hand. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. REPORTED BY:Nicholas Dier REVIEWED BY:Medhanie Tecle, Project Manager M e /bl =nmpw isdWh*Qa r ppwW Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonIOIympialBeIIinghamISiIverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0612912023,#F312675,Page 1 of 1 JVLZrL MATERALS TRV7 i CONSU.TWGO WC- Hoodsport Project - 23S120 - Compression Test: Concrete: Report #C312977 CLIENT R&R Foundation Specialist DATE 07/06/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 01:40 Weather Sunny 80s F 07/06/2023 PM Conditions: Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Stem Wall at Lower Rear of House Sample Location: North end Contractor:N/A Subcontractor:Foundation Specialists Supplier/Plant:Miles/208 _._ _ Qty Placed,Cu. 5 of 5 CY Slump,Inches(ASTM C-143)or W/C 3.5 Concrete Temp, °F(ASTM C-1064): g0 Yd.: Ratio: Delivery Ticket 1042:306 Job Spec. Slum N/A Ambient Temp,P P P. °F' 88 Truck#: 1081 Air Content,%(ATSM C-231): 3.0 Min Temp, °F: N/A Batch Time: 12:17 PM Job Spec.Air::N,A Max Temp, °F: N/A Sample Time: 03:20 PM Mix#and Proportions: 03 4A06'0/5 CY Cement,lbs.: 2880.00 Coarse Agg,lbs.: ea8-6060.00 Admixture,oz./cwt:�16.00oz Flyash,lbs.: N/A _ Coarse Agg,lbs.: /A Admixture,oz./cwt:N/A --� Water,gals.: 161.8 j Coarse Agg,lbs.:N/A Admixture,oz./cwt:N/A Fine Agg,lbs.:�L§500.00 Coarse Agg,lbs.:; /A Admixture,oz./cwt:N/A 30 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 07/07/2023 Sample Set 1 of 1 Type of Compression ':Concrete(ASTM C-39) Test: Lab Tests: Test Total Sample Sample Comp. New Age Date of Load Dim. Area Strength Tested By Break ASTM ASTM Log# (Days) Test (Lbs.) (In.) (Sq.In.) (PSI) Type C-617 C-1231 04733 7 07/13/2023 33,420 3.99 12.50 2,670 Mark Peterson 4J ❑ 04734 28 08/03/2023 49,517 3.99 12.50 3,960 Chandler Kirk-Patterson 4_:] ❑ 04735 28 08/03/2023 48,949 3.99 12.501L 3,920 Chandler Kirk-Patterson 2_J ❑ 04736 28 08/03/2023 48,899;, 3.99 ;;_12.50 3,910_LChandler Kirk-Patterson 2_f ❑ 04737 H ❑ ❑ REQ'D 28 3000 Remarks: EveragO 28 day compressive strength=3930 psi. REPORTED BY:Cecil Clark REVIEWED BY:Mark Peterson,Lab Manager N oar W*W*raC WrnYom se ROW"real As a muW p tlw P kwew kw rF.P rw wp,wrO r Swa wO tyd-wir,we■unarmrr"N.M.deMronb,m�easnamacr awn°r oPbVa<Wp r,..w,wa w°a,Qa -W—wp° d. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonl0lympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0710612023,#C312977,Page 1 of 1 am= 14ATIN ALL TESrwo a ooMuUNs,we Hoodsport Project - 235120 - Field Report: Concrete: Report #F312982 CLIENT R&R Foundation Specialist DATE 07/06/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 1:40 Weather Sunny 80s F 07/06/2023 PM Conditions: Inspection Performed: Concrete Report Profile: ®Any Deficiencies Noted ® Needs Engineer's Approval Subcontractor: Foundation Specialists Continuous or Periodic:Continuous Sheets: SD1.1;SD1.2 Location/Area: Stem Wall at Lower Rear of House, Details: Detail 3,GN and noted sheets Level/Elevation: Lower Level Approved Plans Dated Remarks: REINFORCING STEEL: Periodic Inspection Drawings indicate that they conform to 2018 IBC, Seismic Design Category D. MTC inspector on site,as requested,for visual inspection of reinforcing steel(RS)into the stem-wall at lower rear of the house.The RS was observed to be of proper size,grade,lap,spacing,location,clearance and secured prior to concrete placement other than the 1 item noted below. 1.Reinforcing steel in corners have corner bars per detail 3 and General Notes in"Reinforcing Steel/Note 3" .Contractor spliced 2 bars(top and bottom)at corners without any additional corner bars. CONCRETE PLACEMENT:Continuous Inspection The inspector also observed the placement of approximately 5 CY of concrete with Mix Design ID#0360A40 supplied by Miles into to at the location noted above. One set of five(4"x 8")cylinders was cast for compressive strength test specimens.Refer to Report#C312977 for field test results and for more information. Concrete was placed via Brundage Bone concrete pump truck with tremmie,was mechanically consolidated with-cycle vibrator,and finished by hand. Noteworthy Inspection Item: Concrete was sampled approximately 3 hours after the batch time printed on ticket.This needs EOR's review and approval. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans with the exception of the noteworthy inspection item described above. Images: Asa mur pasre2m In'hems,b Pdgic and aaealr Na0ab-a sbm~aa th. fAdritlp WVofdkW and aelvinOm am ptlkm*m of softnei .aaakwb vastacL Ivam Wodh a W0ft Isawed PWa%Was-rslmaVpanL Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlingtonl0lympial Bel IinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0710612023,#F312982,Page 1 of 3 MATERIALS TESTING&CONSULTING,INC. j i r •A M R UPLOADED: 07/06/2023 20:16:28 UPLOADED: 07/06/2023 20:16:27 e me 1 pde,Aon a d« .m wdic a �e ar,earns�sudmme w m mnmseud ponero d daft.eM « w—g ow rewns�s aserrea aecar�q ow wnnen eava�ai. Environmental•Geotechnical Engineering.Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0710612023,#F312982,Page 2 of 3 Uffinr4m MATERIALS TESTING&CONSULTING,INC. 7 - s. i^ ■ 7 e� f , UPLOADED: 07/06/2023 20:16:30 REPORTED BY: Cecil Clark REVIEWED BY: Medhanie Tecle, Project Manager Asa mutual proteUloe N dw.i,the eudk and Nd.rs reaerve0 Dar N our wMten approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing Materials Testing Burl ingtonjOlympial Bel linghamiSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0710612023,#F312982,Page 3 o(3 1 ATERIA S 1es1 a CXNSMTING,we. Hoodsport Project - 235120 - Proprietary Anchors: Report #13313018 CLIENT R&R Foundation Specialist DATE 07/06/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT #BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 1:40 Weather Sunny 80s F 07/06/2023 PM Conditions: Inspection Performed: Proprietary Anchors Field Data: Base Material: ®Concrete ®Un-cracked Thickness in inches: 16 Specified Compressive Strength in psi: Unknown Hole Data in inches: Depth: 4 Edge Distance: 12+ End Distance: 12+ Diameter: 5/8 Spacing: 12 ®Clean O Drilled O Cored Mechanical Anchor Data: Type: Length in inches: Diameter in inches: Torque(Ft.1bs.): ❑ Setting Tool Present Adhesive Anchor Data: Product Name: Simpson Set XP Batch#: 1000265006 Location: Existing foundation to new stem wall Exp.Date/Shelf Life: 07/04/2024 Number of anchors:4 Anchor Length in Inches: 12+ Anchor Diameter in Inches: .500 N Anchors installed in accordance with manufacturer's instructions,specifications,and corresponding evalution report Reason for Inspection: ❑Shown on plans or specs ❑ Intentionally omitted during original placement ❑ Re-inspection* ❑ Needs Engineer's review and acceptance* ®Reinforcing Bar ®Holes properly cleaned prior to epoxy installation Remarks: PROPRIETARY ANCHORS: Epoxied Re-bar Anchors INSPECTION LEVEL:Periodic Inspection Detail:General Notes Location: Existing foundation to new stemwall Level: Lower Level MTC inspector on-site,as requested,to observe the installation of post-installed adhesive re-bar dowels to connect existing foundation to new stem wall.Upon arrival,all holes had already been drilled to the required embedment depth and cleaned.Holes were verified to be clean and free of debris prior to epoxy installation. Placement of epoxied re-bar anchors was completed by:Jacob from Foundation Specialists,Inc. b a muYW P�b 1bNs,M ptlk ena w.rMe,r npab N rbnMr r tlr mM10rXW POPab��.atl�lntr�llm b P�arernrb.mndrar nartapa fmm a npWp wrnpaY k,assrea pMip ar miYn�ppML Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurIington101ympialBeIIinghamISiIverdaIeITukwiIa 360.755.1990 www.mtc-ine.net Hoodsport Project-23S120,07/06/2023,#P313018,Page I of 4 Alwilmraw HATIRIAts TIST w i COMMUING,ale. Substrate Type: Existing Concrete Substrate Conditions: Dry Temperature of Substrate:67*F Age of Substrate:21 days++ Type of Anchors:#4 Re-bars Anchor Orientation:Horizontal Anchor Dimensions: (4) 1/2" Dia.Re-bar dowels X 24+" Length/4" EMBEDMENT. To the best of my knowledge,all work was performed in conformance with the epoxy manufacturer's printed installation instructions and project plans. Images; As a napes pptlWwn b owwa.0a pttft am auwawa al mpuw WAwd das ms oonMaraW pvp"of Giwdc.a aUdlndredon ba Wr maaersnwdam WWa aawaes han wCWr Vo npn w-Id pan pour wabn XVp *. Environmental a Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamiSilverdalelTukwila 3 60.75 5.1990 www.mtc-inc.net Hoodsport Project-23S120,0710612023,#P313018,Page 2 of 4 11r1i t M&AM _b-ING k C`NSL'_TYNG ik.'.. i AL \ V r. N.- UPLOADED: 07/07/2023 10:42:59 UPLOADED: 07/07/2023 10:43:01 As a muRul Prdeabn beJrb.h Pda and arrsNwu,al reports are suerr.oea�tlb mrd�aen4al orapsyal abrns.aria aanaizamn br wa.aea�a sfaWnarR,corrluvors or ezbaas from a npWq ou repor6 n mserrea Gw^D�N ore wabn appiwal. Environmental•Geotechnical Engineering Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympial Bel linghamlSilverdalelTukwila 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,0710612023,#P313018,Page 3 of 4 e � MATERIALS TESTING B CONSULTING INC. LL rl f /f UPLOADED: 07/07/2023 10:44:13 UPLOADED: 07/07/2023 10:44:15 REPORTED BY:Cecil Clark REVIEWED BY:Medhanie Tecle,Project Manager At a mWu61 P ton b dieN..I pWe b nrsda_e —-b M-Mfw>--RWwb of d.-.aM euNmzaWn b NWr a sietwnentt.mntl�b eiheds liven x r"_q a Pa 6 reserved V..nB pw writ@n awro w Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing• Materials Testing BurlingtoniOlympial Bel IinghamlSilverdalelTukwila 360.755.1990 www.Mtc-inc.net Hoodsport Project-23S120,0710612023,#P313018,Page 4 of 4 MMMIMM MATERIALS TESTING&CONSULTING,INC. Hoodsport Project - 23S120 - Field Report: Sample Pick-Up: Report #F313045 CLIENT R&R Foundation Specialist DATE 07/07/2023 PROJECT LOCATION 23430 Highway 101 Hoodsport WA 98584 PERMIT#BLD2022-01366 Inspection Information: Inspection Date: Time Onsite: 1:45 Weather Sunny, 70's*F 07/07/2023 PM Conditions: Inspection Performed: Sample Pick-Up Comments: MTC inspector on site to pick up and transport one set of five(4"A")concrete cylinders cast on 07/06/23 to MTC's laboratory in Olympia for further curing and compressive strength testing. REPORTED BY: Mark Hite REVIEWED BY:Medhanie Tecle, Project Manager AS a mWW probdAon b arnm nrpptl t1 mpn as Arawatom1n Ypwa-b ofc&wd&w a*wko- onluPbkdMdS00 eft ftm a mpentgour npab Yremrvetl peMMq a++rrtbn eWp l Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtoniolympialBeIIinghamISiIverdalelTukwiIa 360.755.1990 www.mtc-inc.net Hoodsport Project-23S120,07/07/2023,#F313045,Page 1 of I RADIN FEBRUARY 2024 INVOICE PROJECT ID 70128142 224MLOF 2402617472 224MLOF 2402617324 224MLOF 2402617164 224MLOF 2402617572 224MLOF 2402617658 224MLOF AB174543 224MLOF 7024-7 224MLOF 2402618125 224MLOF 224MLOF 224MLOF 1982216 224MLOF 224MLOF 224MLOF 224MLOF 224MLOF 71427 224MLOF