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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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�C-10-2007 MON 01 �29 PM HWR GEOSCIENCES FAX N0, 425774??14 P. 02/03 <br /> �v�` G�G 3-� �$ <br /> ��� 19730-f,amAve.weN'e:6Sn're'lOD FieldReportNo.: FR•024 <br /> � Y �1 .���; Lynmvcod,WA 98�3G Date (mmlddlyy): 1 21612 0 0 7 <br /> ,,; ��'�a rm.nzsa�a-0ios HVYA ProJect No.: 2007-066-23 <br /> �i-1WAGEUSCIENCESINC. F�..�:*na-��in HWATaskNo.: <br /> i mjc¢TNima"" ow:rono-`ihca�ccso m�e .N'Tit 0. <br /> Garfield ES Modernization Evcrett,YVA <br /> •'cnl �'�'� 1G�1 �Drt:unlafvf: eat r <br /> Everelt Schoot Dislrict Bob Crafts QvercasUCool <br /> l+c:�pnMrrr�iiry(cnpin�:rararcnm¢totrocom) Ues�gnA�dnp(ilyReG�us�-�laGr. MNA m�xlManage� <br /> D�keman Tim Twietme er Ton Martir <br /> Ocner,a;Cuntraclor Gcr.era:Ca�lnttor eprecerlJnve HWA FiNd Repreunla�re <br /> Spcc West Construction Miko Linn Ton A4artin <br /> �� FIELD REPORT <br /> SUMMARY OF FI�LD TIME SPFNT ON PROJECT TODAY: <br /> Firsl Sile Visit: Starl 7ravel:0930 Arrived at Site:0955 Deparled Site: 1030 End Travel:North Middle Schooi <br /> ACTIVITY BL"WG INSPEC7ED: Compaction ot CSTC. <br /> GENERAL LOCATION: Northeast parking lol. <br /> DETAILED LOCAI"ION:'fhe double 4"water linc. <br /> 7YPF. OF INSPECTION: Periodic <br /> DE'f/111.5 OF PLACEMENT OF THIS MATERIAL: 13asr,d on information provided by the contrector, materials were <br /> placed in approximalely une 4.5"IiK(uncompacled thickness)and compacled with a 315 ton Double smooth dnim <br /> vibratory Roller. <br /> hIWA INSPCCI'ION ACTIVITIES RELATED TO THIS ITEM: HWA carcied out visual observation and compaclion <br /> testing. HWA did not ohserve eillier the lifl placcment or the compaction application prior to testing. Material <br /> pinr.emcnt and compactiqn N�,s fully compiele prior to our arrival. 7esl results are summarized on the altached 'Field <br /> Compaction Test Report'. <br /> CONFORMANCC Of TI IIS ITEA7:To lhe best of ihc inspeclor's knowledge,the ilem inspected was found in <br /> conformance��ith approved plans, specificalions and RFIs with the exception of the following item. <br /> Item 1: l)enr.ity tests stiow compaclion tailing to meel 95% minimum o(ASTM D1557 Modified Proctor. <br /> MISCELL/1NL'OUS ACTIVITIES, OBSERVATIONS ANoIOR COA4MENTS: <br /> Total time chargeable lo lhis job is 1.5 hours inciuding the wriling of lhis reporl. <br /> SIGNATUI:ES: ' � <br /> Sir�ned_ti,,,.�.�-- - '" Reviewed: �'r���"�'�� <br /> H1NA Ficld ti • sentative � HWA Project Engineer or Rewewer <br /> SUMMnRY�F UNRESOLVEO ISSUES <br /> Repart�.= Itemif SlaWs <br /> FR-017 1 UnresolveJ: Notc 11 0�S1.1 states al;fuil penefration welds are to be UT in:pecled. Tho <br /> contracbr wants ihe engineer lo visually assess 3nd approve. <br /> 7he lhickness of lhc Ledger angle does nol lend ilself to Ullrasonic testing. <br /> Engineer to advise. <br /> FR-019 1 Unresolved:The contraclor has elecled to weid Ihe Bar J�ist to ihe W12's nnd W16's upper ' <br /> flange in lieu of KI6.1 typical detail. <br /> FR-021 1 Unresolved: Same as unresolved item above on FR-019. <br /> FF-024 1 Unresolved: Re-compacl and relest to verify compfance with conlracf documents. <br /> Ta:zr..�.�:,slia.:�c�.�bc���p�ni..:;:.^,Inil`.Etl�Wly. R;:pC'li;n.;fn:Au-LIe��,rcdCyH'.YAftldrepiesen!w�eantlHJlArer:e..e�. PBC�C� Of� <br />
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