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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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.��-03-2008 THU 10�47 AM HWA GEOSCfENCES FAX N0. 4257742714 P. 02/02 <br /> � o�o3- ci5 <br /> � 197306am Awwc Wwx Sulla 7a0 Field RCpOR NO.: FR-029 <br /> � 1 '"; iynaHw�+,w� seow D�te(mm►dd/yy): i/?12008 <br /> ! Toi.a:s naoia HWA Project No.: 2007.066-21 <br /> HINAGEOSC[EI�tCESINC. Fa+.1:ST74-277! HWATaskNo.: <br /> 'IGJ4G1 li0l' %AIIOI�1X ICS IUM%I ! UIl111� . <br /> Ga�t1clJ ES Ahodemizalion Everett.WA <br /> ,un� � �.,iem sW.s.m.rve a, x <br /> Everetl Eehool Dislricl Bob Crafts Rai�JCold <br /> i]e.:�nAuHwuiiy(w�imnAor•r�diil,xloiruun� W:JgnAuVwtllyRuprsanlslirn MWAAio;+ellMnper <br /> Dykeman Tim Twietmeyer Ton Mertin <br /> Zennwl�ca�dr.,ccr G>nmlConV.uto�Neprc;- doliw MWAFroIORepre�sentain�c <br /> � �cc VJast Constru�'ion Mike Linn Alix Racklelf , <br /> �� FIELD REPORT <br /> SUMMARY OF FIELD TIME SP�NT ON PROJECT TOGAY: <br /> First Site Vsit: StaA Travel:0830 Arrived al Site: 0900 DepaAed Site:0930 End Ttavel: 1000 <br /> 6econci Site\fisil• Starl Travel: 1355 Arrived al Site: 1425 Departed Sile: 1435 End 7ravel: 1500 <br /> ACTIVII'Y BF.ING INSPECTED: Preparalion of subgrade <br /> ITEM E3EING CONSTRUCTED: Parking lot <br /> DETAII.ED I.00ATION:Westem half of fulure pa�king lol <br /> IYPE oF iNSPECTION: Periodic <br /> STA7US AND DETAILS OF CONSTRUCTION:At lhe time o(our inspeaion,the westem section of the f�lure parking <br /> lot had been excavated to neaf finish subgrade. <br /> HWA ACTI�JITIES R[LATED TO THIS I7�M:HWA cartied out visual observation and probing wilh a 1/Z"diameter <br /> slcel t-li�ndled probe to dense and stable subr�rade soils, and to check for areas of sofl, loose, disturbed or othenvise <br /> imsuilahie snils, <br /> L'ONFORMANCE OF THIS ITEM� To the besl ni the inspectors know�edge, lhe item ir�spected was found in <br /> conformancu wilh approved plans, specifications a�d RFis. <br /> Totai lime chargeabte to lhis job is 3.0 hours including ihe�vriting of this report. <br /> MISCELLAIJEOUS ACTIVITIES,OBSERVATIONS AND/OR COMMENTS: <br /> A Tew smail sofl:arcas wr.re (ound and biought to the atlention of ICI's foreman.A second trip was made to verify that <br /> the contraclor had removed these soft areas. These soft areas had been removed and backfilled with CSBC prior to <br /> pur secand site visit. <br /> r, <br /> SIGNA"I'IIRES' � � r � <br /> Si3ned:�t /��/ �' _._._ Reviewed: / ` ' _ <br /> HUt�A Field Re�cntalive HWA Project Engineer or Reviewer <br /> SUMMARY OFIJNRESOLVEDISSUES <br /> f�eportN Item# Slatus <br /> FR-O i 7 1 Unreso�ved: Nole 11 on S1.1 sfates all full penetration welds are to be UT inspecled. The <br /> cuntractor wants the engineer to visualiy assesa and appmve. <br /> 7he thickness of the L,edger angle does nvl lend itself to Uttrasonic testing. <br /> Engineer to advise, � <br /> 1=1:•01e' i Unresolved: Thc contrador has ele�iod lo weld the Bar Joist�o the W12's and W 16's upper <br /> flange in lieu of K/8.1 lypicai detail. <br /> FR•021 1 Unrewlved: Same as unresoived item above on FR-019. <br /> FR-014 i Unre;olved: Re-couipacl and retest to verify compli�nce with contract dor,�ments. <br /> T!�i:ur,�,:l:d:;�dd:n'�hm�,iaf�..cotlinil;cnlircty�. Rrpodisno:Gn�lunldsipnedGy�rn�ntwmropm��ur.<��ariw�re,r,�r. Pageqofl <br />
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