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2215 PINE ST Geotech Report 2018-01-02 MF Import
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2215 PINE ST Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 1:16:27 PM
Creation date
3/12/2020 10:41:45 AM
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Address Document
Street Name
PINE ST
Street Number
2215
Address Document Type
Geotech Report
Imported From Microfiche
Yes
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�1TU 09;09 AM HWR G�USC1rNCE5 hHX NU. 4Zb114L114 r, uc <br /> • � <br /> i <br /> ( i,r..n e-m n.+���M t•;r.;s�rE 2uo Field Report No.: FR-OSG REVISED <br /> •'� �� Lynnwb,YlA 99076 Date (mm/ddtyy): 712512006 <br /> � � rd.nar�vadio, HWA Project No.: 20D7-OG6•23 <br /> � ' �I-�1V1/�(_;I:OSCIENCGS INC. F�...,.s r�<-z�,� HWA Task No,; <br /> I'r�Jc:A PLimc �^ Low(lon or AtlCress ct Pmjccl Petmit No. <br /> � Gwrf•a;d�S A'odernizaGnn Evcrett,WA 60703-015 <br /> Che;d � Clienl Reprp;ent�6vo Wealhcr <br /> I:vcrclt Schooi Disfricl Boh Crafls Sunn M'arm <br /> O,:alpnA.�liinrlty(cr.ry:neerorarchileclo(r�cord) DesipnAulhoriyRepresenWtive NWqpro;cUManoger <br /> [7�Iceman`__y^_ Tim Twielmeycr Ton Martin <br /> ii�;ncr.:l Cr.ntr:dor Gcne21 ConUar.tor Reprosentative HWA FiNd FopresentaGve <br /> Sner��l;sl Conslruction Mike Linn Eric S Vdorlh <br /> � l � FIELb REPORT <br /> SUMA4,14:Y Of FIF.l.O TIME SPENT ON PROJECT 70DAY: <br /> Slarl Travel:Oi300 Arrived al Site: 0830 Deparlcd Site: 1050 End Travel: 1125 <br /> �C'I"IVI IY 13FING I�SPE'Cl'CD�Compaclion of CSBC for use as slructural base. � <br /> GI_NERAL LbCA710N: Parking Lot and Play area. <br /> U��l'AIL�D LUCATION:�he speCific localions and elevations tested are sumtnarized on the atlached 'Field Co.ropaction <br /> Te;l R��porP. <br /> "fYPG(.�F INSPF:CTIOM: Pcriodic <br /> C)El'All_S Oi=PL�CEb1LNT OF THIS�4ATERIAL• Fill placemenl was not observed at this date, materials wCre <br /> Couipar.lcd e.4lh a 12-ton sinc�le smooth drum vibratory roller and a 3-ton double smooth drum vibratory roller. <br /> FIWA INSf'[C;1'ION ACfIVITIES ftELF�TED 70 THIS ITEh1: HWA carried out visual observation, physical evaluation <br /> ;:nd compo;.lion lesting. I-14ti'A did not observe the li(t placcment prior lo tesling. Tesf resull;are summarizecl Gn the <br /> oUach�:d'F"ii:!d Compaclicn Tesl ReporC. <br /> CONf01':A�IANCL'qF THIS ITEA4:To thc best of Ihe inspector s knowledge, the item inspecled was found in <br /> confnrmsnr.e�wiUi approv��d plans, specifcations and RFIs. <br /> R91SC:FI 1 ANl:OUS AC1"IVITICS,OBSBRVATIONS ANDIOR COMMENTS: HWA observed that the CSBC suf(ered <br /> from�u�re,yslion ol rock,�nd fines '-i large areas o(tlie parking lot. pepth of these areas are 1.5 to 2 inches. Probing <br /> and derisity te,tin� of the CS[�C below the segregalion indica�e that it is firm and dense. HWA recommended to lhe <br /> r,iicnt:�nd lhe conlractor�hat the CSBC shoidd be accepted. <br /> HWA insn:cicd F'5L strapping and joisl hangers alonq lieaders inslalled on east and �a�esl sides of the exi,ting <br /> Mc:chtirical f��r.tzan�re in FSuildiny 300. HWA noted 1h31 ihe conlrador instatled Simpson 210-22 hangers�vhe«�a, <br /> L�elail IVS5.1 in lhe slruclural plan calls nut for Simpson 310 hangcrs. <br /> 1'otai lin;o ch;;�cable lo this Jub is 4 hours including the wriling of lhis report. <br /> sicr�n'rw;t_s: <br /> Signcd:, ` -�. . __� .�,.�--�-� Reviewed: Cf.�'—cA^ � .�-c,-, � <br /> Hl4�A Ficidf3c���r�senfaiive�="�` � HWA Project Engineer or Rev�wef <br /> :U1AR1.�1RY 01=UIJRESOLVED ISSUES <br /> Rr�>ort;� Ilen�il Slatus <br /> 1=� 032 1 UnresolveJ: Re-COmpact malerial lo meet tho minimum 95% of AS7A1 p1557 �lodified Proctor. <br /> f'1:�039 1 Unrc�solvad: Repair as needed lo comply with AVVS D1.1 (Gym). <br /> 1-1'b�39 2 Unresotved: Add addilional welds per drawiny requirements(Gym). <br /> fR-0�i9 1 Unresclved: Finish�veiding upper column plate to beam flange at Grid D.8/6. <br /> FR•052 1 ftesolvad: Failed areas fn\Nesl Parking lot and Ptay area now meet speci(ied compaclion. <br /> f R-055 1 Recolw�J: Fa9eJ arcas in West Parking lol and Piay area now meet specified compaction. <br /> ll...rcp_1,�n.:IdeByt.:r��p�c1:c:�Inl:Sc�lmty. Fiim.ti;nclGn,:I���6lsipr,E7CyI1WAf.e�OtC;nev:allveO�:MI':Arerurot PO,rjC � 0�2 <br />
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