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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
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�JUL-28-2008 MON 10�26 RM HWA GEOSCIENCES FAX N0, 4257742714 P, 04/05 <br /> i <br /> i � 191:O�Ld:hqMr�t Wi'.t.5adE2G0 Field Report No.: FR•056 <br /> ` � ' „'� Lyr�nooC,WA O61;16 Date(mmldd/yy): 7/251200B <br /> /� `� ., ��' re:.�zsa�e-0mc HWp ProJect No.: 2007•06&23 <br /> / N.V��(�L�SC�F�C�SJNC. Fe..<isna•z�ia HW/1TaskNo.: <br /> PinJcU Ni�mE Loc+bon orAddmas ot Projecl Pcrmit No. <br /> G;rficld ES Modemiz2tion Everett,WA 807D3•O15 <br /> CIir.M ^ Chem Represcntativc <br /> Weather <br /> �verelt School Di;;rict Bob Crofts Sunn A"Jarm <br /> De'sijn„u'lhndry�c:�g�necrornrr,hi�cclofrcwrd) DesignAuherllyRepresenWGve HWAPrqeclManager <br /> hylceroan 7im Twietmeyer Ton Martin <br /> Gencr.d Coa4aclur General ConlraGor Rcpresen�tivc HWA Fiold Represenlalive <br /> Spce bVcst Con_truclion Mike Linn Eric S Ylorlh <br /> ^ FIELD REPORT <br /> SUM4IARY OF FIELD 1 IME Sf'ENT ON PROJECT TObAY: <br /> Slarl l"rav�l;08D0 Artived at Sile:0830 Deparlc�l5ite; 1050 End 7faveL• 'I 125 <br /> l�CTIVITY DEING INSPECTED: Compaclion of CSBC for uso as sfructural base. <br /> G�NL'F�L LUCATION: Parking Lol and Play area. <br /> bf_TAILC-.0 LqCATION:The s�ecific localions and elevations tested are summarized on the allached'Field Compactien <br /> l"est ReporC. <br /> 1'YI'E 0�INSP[Cl'ION:Periodic <br /> UETAI!S O�PI.ACEMENT OF THI5 MA7ERIAL• Fill placement was nol observed at this date,matcrials tvere <br /> compacted with a 12-ton single smoolh drum vibraiory roller and a 3-ton double smooth drum vibralory roller. <br /> IiVJ� IfJSF�ECTION AC�IVITIES RELAT[D TO 7HIS I7EM: HWA carried out visual obsen�ation,phys(cal evaluation <br /> and comp:,clion tesling. HWA did not ohservc the IiH placement prior to testing. 7est results are summarized on tho <br /> atlschcd'Field Compaclion i est ReporC. <br /> CONFORIJIANCC O;THIS Il'GM: To Ihe best of the inspeclor's knowledge,the ifem inspected Was(ound in <br /> confurrnancc with approved plans, specifications and RFIs. <br /> P.715CLlI.ANG0U5 nCTIVIIIES, OBSEFVATIONS�NDfOR COMMENTS: HWA obscrved lhat ihc CS6C suffered <br /> from sr�regotion ot rock and fines in large areas of the parking Iot. Depth ai these areas are 1.5 to 2 inches.probing <br /> end dcn��.ily taslinc�ot lhe CSBC beiow the segregalion indicate lhat it is firm and dense. HWA recommended to the <br /> cli�,nt<utd ihe contraclor that lhe CSBC should be accepled. <br /> H1V�in:pccled PSL sirapping and joist hangcrs along headers instailed on easl and�vest sides of the cristing <br /> �vlechanical R4ez'ranine in Ruilding 200. HWA noted lha!Ihe contrec�or installed Simpson 210•27.hangers whc.reas <br /> DcL�il IUS5.1 in tne slructural plt+n calls oul fo�Simpson 310 hangcrs. <br /> Total Grn�char�cabte to lhis job ic 4 hours including lhe wriling of Ihis report. <br /> SIGNAI URfiS: � <br /> .l <br /> A ' '�'T""'_ <br /> \ . ��^ �.....- <br /> Si�ic,^cl:__._�=^_ .'-�-->�.---__.._ Reviewed:�-•.��� � �� <br /> HVd/�Ficld Rcp�senfative hIWA Projecl Engineer or i r <br /> SUA4MARY OF UVRESOLVED ISSUES <br /> Rr,;:orC�t Iteni;; Status <br /> f R-032 1 Unresolved: Re•compact material to meet the minimum 95%of ASTM D1557 M�odified Procfor. <br /> FR-03� 1 Unresc�ived: Repai�as needed to comply with AWS D1.1 (Gym). <br /> FR-o39 2 �lnresclved: Add addilionai welds per drawing requirements(Gym). <br /> r-r,-oas 1 Unresolvcd: Finish wClding upper column plale to 6eam flange at Grid D.6/6. <br /> FR-052 1 RCsolved; F,iled areas in Vti�esl Parking lot and play area now meel specified compaclion. <br /> t'ft�055 1 Resolv�d: Failed areas in Wesl Parking lot and Play area no�:�meet specified compaclion. <br /> Ti��:n.p,rlUc.Jacnl�Farc7�cA�c.7ini;C::icry. NC:_Alr.nalfi�u:ur�';,�cnlp�l61'Af�;rcpre•.en�i•ean:HWArnswer. P89@ 'I OfZ <br />
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