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Home My WebLink AboutRPT-2010-Field Inspection - I MTC Materials Testing & Consulting, Inc. 1.; Remember... One test is worth a thousand expert opinions actl.a�++�d` Geotechnical Engineering • Special Inspection • Materials Testing REPORT OF FIELD INSPECTION CLIENT: Mark E. Christ Architects M.T.C.PROJECT#: 09BO56-01 Report#F 26504 ATTN: Mark Christ DATE: February 5,2010 Chandler Square ADDRESS: 810 Bennett Street PROJECT: Independent Expansion Sedro Woolley,WA 98284 PROJECT ADDRESS: STRUCT. ENGINEER: CIVIL ENGINEER: ARCHITECT: Mark E.Christ Architects CONTRACTOR: Exxel Pacific PERMIT NO.: Inspection Performed: VSI Time Onsite: 8:00 Temp: Any Deficiencies Noted: ❑ Need Engineer's Approval ❑ Other ❑ MTC on site as requested by client to verify stability of footing subgrade for added basement south of building Footings were excavated down to native blue silty sand to sandy silt Subgrade is considered firm and stable with less than 1" T-probe penetration, and to the best of my knowledge, subgrade is stable for continued construction REPORTED BY: K. Walters, Soils Technician se REVIEWED BY: Brian Steele, L.E.G. DISTRIBUTION: original:client cc: tjm(aexxelpacific.com cc: caseyd(@,,exxelpaciftc.com cc:scimitardave a gmai1.com cc:john(@,semreu.com cc: All results apply only to actual locations and materials tested.As a mutual protection to cliems.the public aad our ithes,all reports are sobmitted as the confidential property of clients.and amhorization for publication of statements,conclusions or extracts train or regarding our reports is reserved pending our winen approval.C)2008 -2010 Materials Testing$ Consulting, Inc. All rights reserved. Corporate • 777 Chrysler Drive • Burlington,WA 98233 o Phone 360.755.1990 • Fax 360.755.1980 SW Region • 2118 Black Lake Blvd. S.W. • Olympia,WA 98512 • Phone 360.534.9777 • Fax 360.534.9779 NW Region • 2126 East Bakerview Road,Suite#101 o Bellingham,WA 98226 • Phone 360.647.6061 • Fax 360.647.8111 Website Address:www.mtc-inc.net Rev 07/07 MTV Materials Testing & Consulting, Inc. Remember... One test is worth a thousand expert opinions ,c„-�Iw� Geotechnical Engineering - Special Inspection- Materials Testing REPORT OF FIELD INSPECTION Report 4F 27460 CLIENT: Mark E.Christ Architects M.T.C.PROJECT#: 09BO56-01 ATTN: Mark Christ DATE: March 2,2010 Chandler Square ADDRESS: 810 Bennett Street PROJECT: Independent Expansion Sedro Woolley,WA 98284 PROJECT ADDRESS: STRUCT. ENGINEER: CIVIL ENGINEER: ARCHITECT: Mark E.Christ Architects CONTRACTOR: Exxel Pacific PERMIT NO.: Inspection Performed: VSI Time Onsite: 8:00 Temp: Any Deficiencies Noted: ❑ Need Engineer's Approval ❑ Other ❑ MTC on site as requested by client to verify stability of footing subgrade for dining room addition south of existing dining room. Contractor excavated sand to sandy silt with occasional gravel. Subgrade was undisturbed native soils with <1" T-probe penetation. Subgarde is considered to be firm and stable to the best of my knowledge. i l REPORTED BY: K. Walters, Soils Technician se REVIEWED BY: Brian Steele,L.E.G. DISTRIBUTION: original:client cc: tjm@exxelpacific.com cc: caseyd a,exxelpacific.com cc:scimitardave@gmail.com cc:johnna semreu.com cc: All results apply only to actual locations and materials tested.As a annual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorustion for publication of statements,conclusions or extracts Iran or regarding our reports is reserved pending oa wnnea appraaL 2008 - 2010 Materials Testing&.Consulting, Inc. All rights reserved. Corporate - 777 Chrysler Drive - Burlington,WA 98233 - Phone 360.755.1990 - Fax 360.755.1980 SW Region is 2118 Black Lake Blvd.S.W. - Olympia,WA 98512 - Phone 360.534.9777 - Fax 360.534.9779 NW Region - 2126 East Bakerview Road,Suite#101 - Bellingham,WA 98226 - Phone 360.647.6061 - Fax 360.647.8111 Website Address:www.mtc-inc.net Rev.07/07 i Materials Testing & Consulting, Inc. Remember... One test is worth a thousand expert opinions Geotechnical Engineering• Special Inspection • Materials Testing REPORT OF FIELD INSPECTION Report#F 25970 CLIENT: Mark E. Christ Architects M.T.C.PROJECT#: 09BO56-01 ATTN: Mark Christ DATE: November 3,2009 Chandler Square ADDRESS: 810 Bennett Street PROJECT: Independent Expansion Sedro Woolley,WA 98284 PROJECT ADDRESS: STRUCT. ENGINEER: CIVIL ENGINEER: ARCHITECT: Mark E. Christ Architects CONTRACTOR: Exxel Pacific PERMIT NO.: Inspection Performed: VSI Time Onsite: —9AM Temp: —48 F Any Deficiencies Noted: ® Need Engineer's Approval ❑ Other ❑ MTC onsite at clients request to observe and test compaction of imported gravel placed on the east edge of the building pad where the removal of unsuitable native fill soils(see MTC report#F24878)exposed undisturbed native glacial till soils consisting of sandy silt with some gravel that is dense based on minimal penetration with a 5/8" round tip T-probe. The imported gravel that was brought to the site contained excess moisture and the first 12"thick lift while displaying suitable densities(between 140-145 PCF),deflected underfoot and beneath construction traffic. MTC recommends aerating the imported gravel until moisture conditioned to within 3% of optimal wind rows or scarified stockpiles,covered during wet weather,would be ideal for conditioning. Once conditioned the imported gravel should be mechanically compacted to 95%per the MDD, and assessed by MTC,Inc. In additional, MTC examined all perimeter footing sub grades west of gridline 6.5. Minimal to no penetration with a 5/8 roundtip T-probe was observed in a grey sandy silt with trace gravel. This is in agreement with the project geotechnical report and is suitable for footing sub grade. REPORTED BY: A. Wiser, Geologist sc REVIEWED BY: Brian Steele, L.E.G. DISTRIBUTION: original:client cc: tjm@exxelpacific.com cc: caseyd@aexxelpacific.com cc:scimitardave(a gmail.com cc:john(a semreu.com cc: All results apply only to actual locations and materials tested.As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential property of clients,and authorivatioa for publication of statements,conclusions or a tmcts from or regarding our reports is reserved pending om written approval.®2008 - 2009 Materials Testing&Consulting. Inc. All rights reserved. Corporate • 777 Chrysler Drive • Burlington,WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 SW Region • 2118 Black Lake Blvd.S.W. 9 Olympia,WA 98512 • Phone 360.534.9777 • Fax 360.534.9779 NW Region • 2126 East Bakerview Road,Suite#101 9 Bellingham,WA 98226 • Phone 360.647.6061 9 Fax 360.647.8111 Website Address:www.mtc-inc.net Rev.07/07 2 3 a t+ T V � �-, D � O N X �-al C COt0 dh M O n 00 'Wo I 4d 7. 4 Q 24" a 0 ° 0 00 o rn 0)5. ° :3x x c+ Cl) CDI 0) 0) O rn �.c O D o o. n p �p 0 o 0 3 Wo3 3 II 3 � cn x x 1 co O 0) rn w c� p, CD Q N W C w a .p Q o r. a rn rn 3 o T x x Q D> Q o `° 7'-0' _ W oO r.o a O O X 4 O T am 0) e+ 14 ao O — t 3 0 D T 0 II aT n � O Dv 0 II 0 {,^y3 N 0 3 CD It- O y 3 II �0Ish T O D O W aF *0 00 Q o0 D NO 3 co w W ► _ o f < m � p T coco CD A CP 0 CUC 0 o o f seat G/A14 .. 0' o 0