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Home My WebLink AboutBLD2021-01043 Material Testing - BLD Inspections - 11/18/2021 10 �+ MATERIALS TESTING i CONSuLnNG,INC. Stenerson - 21S259 - Field Report: Visual Soil Inspection: Report #F270448 CLIENT Field Assembly, Inc. DATE 11/18/2021 PROJECT LOCATION 121 East Stonebriar Place Shelton WA 98584 PERMIT #BLD2021-01043 Inspection Information: Inspection Date: Time Onsite: 0715 Weather 40s cloudy 11/18/202I Conditions: Inspection Performed: Visual Soil Inspection Comments: MTC on-site as requested toin-place perform _ density testing and visual soil inspection of building pad subgr ade behind home. Arrived on site and observed area behind home cut out of native soils 1/4 was cut native and 3/4 appeared to be imported CSTC FROM 0 TO 8"APPROXIMATELY. No Proctor was available at time of inspection. I called client but no answer while on-site,therefore I proceeded with a 1/2"T-probe method. T-probe method showed 0 to 1/2"penetrating over cut native and imported material. Native as well as imported material were firm and unyielding at date and time of inspection. Client contacted me after leaving project and was informed of my results. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: UPLOADED: 11/18/2021 13:25:50 UPLOADED: 11/18/2021 13:28:18 A..mutual protedlon to clients,the public end ourselves,all reports are submitted as the confidential property of clients,and authorization for publ-lion of statements,—d...n.or...ds from or r,g,,d,,g our reports is reserved pending our written approval. Environmental•Geotechnical Engineering a Special Inspection•Non-Destructive Testing•Materials Testing Burlington OlympialBellinghamlSilverdalejukwila 360.755.1990 www.mtc-inc.net Stenerson-21S259,1111812021,#F270448,Page 1 of 2 MATERIALS TESTING A CONSULTING,INC. Stenerson as 21S259 as Field Report: Concrete: Report #F272358 CLIENT Field Assembly, Inc. DATE 12/22/2021 PROJECT LOCATION 121 East Stonebriar Place Shelton WA 98584 PERMIT #BLD2021-01043 Inspection Information: Inspection Date: Time Onsite: 11:30 Weather Partly Cloudy 40s 12/22/2021 AM Conditions: Inspection Performed: Concrete Subcontractor: Precision Foundations Continuous or Periodic:Continuous Sheets: S-1,S-2 Location/Area: ICF Walls(Entire Steucture)I Details: General Notes,Foundation Plan Level/Elevation: First 8ft.of 16ft.Walls Approved Plans Dated: Remarks: CONCRETE PLACEMENT: Continuous Inspection Drawings indicate that they conform to 2018 IBC, Seismic Design Category D. Sheet(s): See Above Detail(s): See Above Location(s): See Above Level(s)/Elevation(s): See Above MTC inspector on site, as requested,to observe the placement of approximately 30 CY of concrete with Mix Design ID #3871FS supplied by Calportland into walls at the location noted above. One set of five(4"x 8")cylinders was cast for compressive strength test specimens. Refer to Report#C for field', test results and for more information. Concrete was placed via Trik concrete pump with hose,was mechanically consolidated with high-cycle vibrator,and finished by hand,walk- To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: Asa mdual voted,,to clients,the p,blk and ourselves,all reports are submmed as the confidential property o/cI.M.,and.0harbation for publication o/state meMs.conclusions or eA,ds ham or ra,,,d i,our reports is reserved pending our written approval. Environmental a Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burlington 101ympialBellinghamlSiIverdalelTukwila 360.755.1990 www.mtc-inc.net Stenerson-21S259,1212212021,#F272358,Page 1 of 2 i MATERIALS TESTING&CONSULTING,INC. 1 I I t As A "A" 'se t UPLOADED: 12/22/2021 20:09:08 UPLOADED: 12/22/2021 20:09:10 REPORTED BY: Cecil Clark REVIEWED BY:Robert McNamara, Project Manager Asa mutual protection to clients,the public-al ourselves,all r,p,n,are submitted ,the confidential property of clients,and authorization for publication otstaterhents.conclusions or eAracts from or regarding our reports is reserved pending our-roan approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdale jukwila 360.755.1990 www.mtc-inc.net Stenerson-21S259,1212212021,#F272358,Page 2 of 2 NATERIALS TESTING i CONSULTING.INC. Stenerson - 215259 - Compression Test: Concrete: Report #C272359 - DRAFT CLIENT Field Assembly, Inc. DATE 12/22/2021 PROJECT LOCATION 121 East Stonebriar Place Shelton WA 98584 PERMIT #BLD2021-01043 Inspection Information: Inspection Date: Time Onsite: 11:30 Weather Partly Cloudy 40s 12/22/2021 AM Conditions: Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: ICF Walls around entire perimeter of structure(lower 8'of wall) Sample Location: North Wall Contractor: Subcontractor:(,Precision Foundation Supplier/Plant:Calportland/62 Qty Placed,Cu. 10 of 30 Slump, Inches(ASTM C-143)or W/C Ratio:3 8 Concrete Temp, °F(ASTM C-1064): 59 Yd.: CY Delivery Ticket 2199497 Job Spec.Slump: 5-6; Ambient Temp, 'F: 43 l Truck#: 7790 Air Content,%(ATSM C-231): 5.11 Min Temp, °F: N/A Batch Time: 11:11AM Job Spec,Air:14-6 E Max Temp, °F: N/A Sample Time: 12:20PM Mix#and Proportions: 3871FS/10 CY Cement,lbs.: 5020.00 Coarse Agg,lbs.: Slag-1240.00 Admixture,oz./cwt:Air-40,00oz Flyash,lbs.:N/A Coarse Agg,lbs.: 3/8-17960.00 Admixture,oz./cwt:Zyla630-188.00oz Water,gals.: 196.88 Coarse Agg,lbs.:N/A Admixture,oz./cwt: DSET400-400.00oz Fine Agg,lbs.: 12220.00 Coarse Agg,lbs N/A Admixture,oz./cwt: N/A Sample Type & Compression Test Results: Received 12/23/2021 Sample Set 1 of 1 Type of Compression 'Concrete(ASTM C-39) Test: Sampling was done in accordance with ASTM C172. I Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM M AST # Age Date of Test Load Dim. Area(Sq. Strength Tested By TypeASTM C-617 C-1 (Days) (Lbs.) (In.) In.) (PSI) 231 10650 7 12/29/2021 53,942 3.99 12.50 4,320 ;i Mark Peterson ._ 4 ❑ _— 10651 28 01/19/2022 i� �_-.._,.._.__ _. __ 0 ❑ ❑ 10652 28 01/19/2022 �� _ �� 0 ❑ ❑ 10653 28 01/19/2022 � 0 ❑ ❑ 'I 10654 H L0 ❑ ❑ REQ'D 28 3006 REPORTED BY:Cecil Clark REVIEWED BY:, All results apply only to actual locations antl materiels tested.As a mutual protection to chants,the public and ourselves,all reports are submitted as the—ftdential property of clierHs,antl autlwrization kr publication of statements,contusions or eatracts from or regarding our reports Is reserved pending our-ift-approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamiSilverdalelTukwila 360.755.1990 www.mtc-inc.net Stenerson-215259,1 212 212 02 1,#C272359,Page 1 of 1 I' MATERIALS TESTING 6 CONSULTING,INC. Stenerson - 21S259 - Compression Test: Concrete: Report #C272359 CLIENT Field Assembly, Inc. DATE 12/22/2021 PROJECT LOCATION 121 East Stonebriar Place Shelton WA 98584 PERMIT #BLD2021-01043 Inspection Information: Inspection Date: Time Onsite: 11:30 Weather Partly Cloudy 40s 12/22/2021 AM Conditions: Inspection Performed: Compression Test: Concrete Field Data (ASTM C-31): Location of Placement: ICF Walls around entire perimeter of structure(lower 8'of wall) Sample Location: North Wall Contractor:N/A Subcontractor:Precision Foundation Supplier/Plant:Calportland/62 Qty Placed,Cu. 10 of 30 Slump, Inches(ASTM C-143)or W/C Ratio: 8 Concrete Temp, °F(ASTM C-1064): 59 Yd.:'CY Delivery Ticket 2199497 Job Spec.Slump: 5-6 Ambient Temp, °F: 43 Truck#: 7790 Air Content,%(ATSM C-231): 5.1 ', Min Temp, °F: N/A Batch Time: 11:11AM Job Spec.Air: 4-6 Max Temp, °F: N/A Sample Time: 12:20PM Mix#and Proportions: 3871FS/10 CY Cement,lbs.:'5020.00 Coarse Agg,lbs.: Slag-1240.00 Admixture,oz./cwt:Air-40.00oz Flyash,lbs.:N/A Coarse Agg,lbs.: 3/8-17960.00 Admixture,oz./cwt:Zy1a630-188.00oz Water,gals.: 196.88 Coarse Agg,lbs.: N/A Admixture,oz./cwt:DSET400-400.00oz Fine Agg,lbs.:'12220.00 Coarse Agg,lbs.:N/A Admixture,oz./cwt:N/A Sample Type & Compression Test Results: Received 12/23/2021 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 Log Age Date of Test Load Dim. Area(Sq. Strength Tested By Break ASTM ASTM # (Days) (Lbs.) (In.) In.) (PSI) Type C-617 C-1231 10650 7 12/29/2021 53,942 3.99 12.50 4,320 Mark Peterson 11 4 1 0 10651 )a 28 01/19/2022 73,382 3.98 12.44 5,900 1� Mark Peterson 5 ❑ 10652 "28 01/19/2022 78,083 3.98 12.44 6,280 [ Mark Peterson ::_ ❑ 10653 E28 01/19/2022 73,760 3.98 12.44 5,930 Mark Peteron F2 0 10654 ] g. s 0 ❑ ❑ REQ'D 28 3000 Remarks: Average 28 day compressive strength= 6030 psi. REPORTED BY: Cecil Clark REVIEWED BY: Mark Peterson,Lab Manager All results apply only to actual locations antl materials tested.Asa mutual protection to clients,the public antl ourselves,all reports ere submitted as the confidential property of clients,antl authori Wh for publication of statements,conclusions or thids from or rew6i,g our reports is reserved pending our written approval. Environmental•Geotechnical Engineering s Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBellinghamlSilverdale jukwila 3 60.75 5.1990 www.mtc-inc.net Stenerson-21S259,1212212021,#C272359,Page 1 of 1 I&= MATERIALS TESTING&CONSULTING,INC. Stenerson - 21S259 - Field Report: Concrete: Report #F273341 CLIENT Field Assembly, Inc. DATE 01/14/2022 PROJECT LOCATION 121 East Stonebriar Place Shelton WA 98584 PERMIT#BLD2021-01043 Inspection Information: Inspection Date: Time Onsite: 11:30 Weather Partly Cloudy 49*F 01/14/2022 Conditions: Inspection Performed: Concrete Subcontractor: Precision Foundations Continuous or Periodic: Continuous Sheets: S-3,S-4 Location/Area: ICF Walls Details: General Notes,Foundation Plan Level/Elevation: 2nd lift 9'-17'4 Approved Plans Dated: Remarks: _ CONCRETE PLACEMENT: Continuous Inspection Drawings indicate that they conform to 2018 IBC, Seismic Design Category D. Sheet(s): S-3, S-4 Detail(s): Slit Notes/General Notes, Foundation Plan Location(s): ICF Walls 2nd lift Level(s)/Elevation(s): 2nd lift 9'- 17'4" Reinforcing steel inspection performed by Masony County per contractor. MTC inspector on site, as requested,to observe the placement of approximately 31 CY of concrete with Mix Design ID #3871FS supplied by Calportland into 12"ICF Walls at the location noted above. One set of five(4"x 8")cylinders was cast for compressive strength test specimens.Refer to Report#C273342 for field test results and for more information. Concrete was placed via 32 meter Trik concrete pump with hose,was mechanically consolidated with high-cycle vibrator, and finished by hand.No Tremie used at time of testing. To the best of MTC inspector's knowledge,the above-described work was performed in general accordance with project specifications and approved plans. Images: As a mNual protection to clknts,the public and ........... es,allreports are submitted as the mnfitlerRial property ofclients,antl authorization for publication of statements,mnGusions or ewtraGs hom or regarding our repo"s is reservetl pending our wrMen approval. Environmental•Geotechnical Engineering s Special Inspection•Non-Destructive Testing•Materials Testing Burlington IOlympial Bellingham ISiIverdalelTukwila 360.755.1990 www.mtc-ine.net Stenerson-21S259,0111412022,#F273341,Page 1 of 2 f rl+rdIX �-� ..� r . a p 1 Al UPLOADED: 01/14/2022 17:38:31 UPLOADED: 01/14/2022 17:38:32 112 — i4 9 x 1 Y f F "� 6r Fr 2 Al UPLOADED: 01/14/2022�17:38:33 UPLOADED: 01/14/2022 17:38:34 REPORTED BY: Mike Dudley REVIEWED BY: Robert McNamara, Project Manager Asa mutual protect,,,to clients,the puWic antl,u.1—,all reports are sub.,f des the—fid-lal properly of clients,antlauth,r,zation for publication of statements,wnclusions or extends from or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing s Materials Testing BurlingtonjOlympialBellinghamlSilverdalelTukwila 360.75S.1990 www.mtc-inc.net Stenerson-21S259,0 111 412 02 2,#F273341,Page 2 of 2 MATERIAU Twnma i coNsucriNG,INC- Stenerson - 21S259 - Compression Test: Concrete: Report #C273342 CLIENT Field Assembly, Inc. DATE 01/14/2022 PROJECT LOCATION 121 East Stonebriar Place Shelton WA 98584 PERMIT #BLD2021-01043 Inspection Information: Inspection Date: Time Onsite: 11:30 Weather Cloudy 48*F 01/14/2022 Conditions: Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Garage exterior walls Sample Location: ICF Walls 2nd lift Contractor:Precision Foundations Subcontractor:N/A Supplier/Plant:Cal Portland/62 Qty Placed,Cu. 10.25 of Slump,Inches(ASTM C-143)or W/C Concrete Temp, pF(ASTM Yd.:'32 Ratio: 6 C-1064): 65 Delivery Ticket 2208424 Job Spec.Slump: 5+/-1 Ambient Temp, 'F: 48 Truck#: 8317 Air Content,%(ATSM C-231): 5.2 Min Temp, `F: N/A Batch Time: 11:17 Job Spec.Air: 5 +/-1.5 Max Temp, bF: N/A Sample Time: 12:20 Mix#and Proportions: 3871FS/10.25CY Cement,lbs.: 5170 Coarse Agg,lbs.: Slag-1250 Admixture,oz./cwt:Air-41oz Flyash,lbs.:N/A Coarse Agg,lbs.: 3/8-18560 Admixture,oz./cwt:Zyla 630-192oz _, Water,gals.: 306.3 Coarse Agg,lbs.:N/A Admixture,oz./cwt: Dset 400-410oz Fine Agg,lbs.:12320 Coarse Agg,lbs.:N/A Admixture,oz./cwt:N/A 10 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 01/17/2022 Sample Set 1 of 1 Type of Compression 'Concrete(ASTM C-39) Test: Sampling was done in accordance with ASTM C172. Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 0103 7 01/21/2022 48,070 3.98 12.44 3,860 Mark Peterson 4 0 0104 28 02/11/2022 76,987 3.99 12.50 6,160 Mark Peterson 3 0 0105 28 02/11/2022 80,195 3.99 12.50 6,420 Mark Peterson 4 0 0106 28 02/11/2022 77,798 3.99 12.50 6,220 Mark Peterson 3 0 0107 H 0 ❑ ❑ REQ'D 28 3000 Remarks: Please reference field report#F273341 for additional information. All results apply only to actual—bons aM materials tested.As a m ,I protection to dients,the public and ourselves,all reports are submitted as the confidentlal prop,q o/clients,and authorization for publication of statements,condusions or extracts from or regarding our reports Is rew,,d pending our w,&,,approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing a Materials Testing BurlingtonIClympial Bel IinghamjSilverdalelTukwiIa 360.755.1990 www.mtc-inc.net Stenerson-21S259,0111412022,#C273342,Page 1 of 2 r WN MATERIALS TIWrING i CONSULTING,INC.' Average 28 day compressive strength= 6270 psi. REPORTED BY: Mike Dudley REVIEWED BY: Mark Peterson, Lab Manager All results apply only to actual loratians and materials lestetl.As a mutual protegion to d-1,the public Intl ourselves,all repors are sub1011 as the confitlenlial property of clients,and authorization br pualiption o!stelemenis,contusions or extracts fiom or regartling our reports is reserved pending our written approval. Environmental a Geotechnical Engineering•Special Inspection•Non-Destructive Testing Materials Testing Burlington OlympiajBellinghamISilverdalelTukwi]a 3 60.75 5.1990 www.mtc-inc.net Stenerson-21S259,0111412022,#C273342,Page 2 of 2 IBM= MATERIALS TESTING&CONSULTING,INC. Stenerson - 21S259 - Field Report: Sample Pick-Up: Report #F273408 CLIENT Field Assembly, Inc. DATE 01/17/2022 PROJECT LOCATION 121 East Stonebriar Place Shelton WA 98584 PERMIT#BLD2021-01043 Inspection Information: Inspection Date: Time Onsite: 1000 Weather 01/17/2022 Conditions: Inspection Performed: Sample Pick-Up Comments: Picked up one set of five(4 x 8)concrete cylinders that were cast 01/14/2022 and transported them to the MTC-Olympia Lab for final curing and compressive strength testing. Reference MTC Lab Report#C273342 for more information. 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:Tim Macke REVIEWED BY: Robert McNamara,Project Manager Asa mutual p,.te tb to clients,the publk end cur,eNv all reports are wbmitted-the wnldential properly of clients,and aulh,wafioh W publiwtlon of statement,,conclusions or axt,ed,from or regarding our reports is reserved p.h,1,N our written approval. Environmental•Geotechnical Engineering•Special Inspection s Non-Destructive Testing•Materials Testing Burlington IOlympial Bell inghaml Silverdale ITukwila 360.755.1990 www.mtc-inc.net Stenerson-21S259,0111712022,#F273408,Page 1 of 1 MATERIALS TESTING 8 CONSULTING,INC. Stenerson - 21S259 - Field Report: Sample Pick-Up: Report #F272523 CLIENT Field Assembly, Inc. DATE 12/23/2021 PROJECT LOCATION 121 East Stonebriar Place Shelton WA 98584 PERMIT#BLD2021-01043 Inspection Information: Inspection Date: Time Onsite: 1030 Weather Cloud 40s 12/23/2021 Conditions: y, Inspection Performed: Sample Pick-Up Comments: Picked up one set of five(4 x 8)concrete cylinders that were cast 12/22/2021 and transported them to the MTC-Olympia Lab for final curing and compressive strength testing. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: II�+II. UPLOADED: 12/23/2021 17:26:59 REPORTED BY:Wes Parnell REVIEWED BY: Robert McNamara, Project Manager As a mutual gotectbn to clients,the public aM oureel—,ell reports are submitled as the confidential property of Giants,aM auth,—tbn br publication o/statements,mnd,mns or ea1—s hom or regarding our reports is reserved pending our w ft en approval. Environmental at Geotechnical Engineering s Special Inspection•Non-Destructive Testing•Materials Testing Burlington IOlympialBeIIinghamISiIverdalelTukwiIa 360.755.1990 www.mte-inc.net Stenerson-21S259,1212312021,#F272523,Page 1 of 1 Jim ifs, L, LL MATERIALS TESTING 6 CONSULTINtia INC. Stenerson - 21S259 - Compression Test: Concrete: Report #C273342 - DRAFT CLIENT Field Assembly, Inc. DATE 01/14/2022 PROJECT LOCATION 121 East Stonebriar Place Shelton WA 98584 PERMIT #BLD2021-01043 Inspection Information: Inspection Date: Time Onsite: 11:30 Weather Cloud 48*F 01/14/2022 Conditions: y Inspection Performed: Compression Test:Concrete Field Data (ASTM C-31): Location of Placement: Garage exterior walls Sample Location: ICF Walls 2nd lift Contractor:Precision Foundations Subcontractor:N/A Supplier/Plant:Cal Portland/62 Qty Placed,Cu. 10.25 of Slump,Inches(ASTM C-143)or W/C Concrete Temp, IF(ASTM Yd.: 32 Ratio: 6 _ C-1064): 65 Delivery Tick#t 2208424 Job Spec. Slump: 5+/-1 Ambient Temp, IF: 48 Truck#: 8317 Air Content,%(ATSM C-231):i5.2 Min Temp, IF: N/A Batch Time: 11:17 Job Spec.Air:15+/-1.5 Max Temp, IF: N/A Sample Time: 12:20 Mix#and Proportions: 3871FS/10.25CY Cement,lbs.: 5170 Coarse Agg,lbs.: Slag 1250 ' Admixture,oz./cwt:Air-41oz Flyash,lbs.:N/A Coarse Agg,lbs 34-,18560 Admixture,oz./cwt:Zyla 630-192oz Water,gals.:306.3 Coarse Agg,lbs.: N/A Admixture,oz./cwt:Dset 400-410oz Fine Agg,lbs.: 12320 Coarse Agg,lbs.: N/A Admixture,oz./cwt:N/A 10 Gallons of water were added ®Prior to sampling Sample Type & Compression Test Results: Received 01/17/2022 Sample Set 1 of 1 Type of Compression Concrete(ASTM C-39) Test: Sampling was done in accordance with ASTM C172. Lab Tests: New Log Test Total Sample Sample Comp. Break ASTM ASTM # Age Date of Test Load Dim. Area(Sq. Strength Tested By Type C-617 C-1231 (Days) (Lbs.) (In.) In.) (PSI) 0103 7 01/21/2022 48,070 3.98 12.44 3,860 !L J Mark Peterson 4 ❑ 0104 "; ,28 02/11/2022 0 ❑ ❑ 0105j 28 02/11/2022] �� : E 0 ❑ ❑ 0106E_i8 oz/11/zo2zC� � _� �_ _ moo ❑ ❑ EDD REQtD `?$ 3000w� Remarks: Please reference field report#F273341 for additional information. All resultapply Illyt t I 1—tion,eod t 1 t sl,d As a mutual Prot dion to dents,the public and—el—,all reports are s,b,Med as the c,nAd,,t,l properly of clients, od a,thorzaton for publication of t,t.on.os,cone,sons or eA,d,hom or regardi g u reports is reserved p odiog our car o approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonIOlympial Bel IinghamISiIverdalejTukwila 360.755.1990 www.mtc-inc.net Stenerson-21S259,0111412022,#C273342,Page 1 of 2 i MATERIALS TESTING&CONSULTING,INC. REPORTED BY: Mike Dudley REVIEWED BY:, All results apply only to actual locations and materials tested.As a mutual protection to dients,the public and ourselves,all reports are submNed as the confidenllal property of clients,and authorvation for publ-tlon of statements,condudons or enact,hum or regarding our reports is reserved pending our written approval. Environmental•Geotechnical Engineering•Special Inspection•Non-Destructive Testing•Materials Testing Burl ingtonjOlympialBellinghamlSilverdale jukwila 360.755.1990 www.mtc-inc.net Stenerson-21S259,0111412022,#C273342,Page 2 of 2 0 RMFO, Sir I MATERIALS TESTING&CONSULTING,INC. i ti >, i , � 0 r✓roil� i a �� q x v he �6 g, e UPLOADED: 11/18/2021 13:30:36 UPLOADED: 11/18/2021 13:32:17 REPORTED BY:Wes Parnell REVIEWED BY: Robert McNamara, Project Manager Asa m0,,I protection to clients,the public end ourselves,all reports are submitted as the con(dential property of clients,and authorization for publication of statements,wnclusions or eMads from or regarding our reports is reserved pending our wriden approval. Environmental•Geotechnical Engineering a Special Inspection•Non-Destructive Testing•Materials Testing BurlingtonjOlympialBelIinghamlSilverdale jukwila 360.755.1990 www.mte-inc.net Stenerson-21S259,1111812021,#F270448,Page 2 of 2