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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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! <br /> -30-2008 WED 09;48 AM HWA CEOSCIENCES FAX N0. 4257742714 P. 02 <br /> • ��.�c�c3vi � <br /> ���� 1977DGS:hAvewo Wes1,Sli IC�D9 Ficld Report No.; FR-057 <br /> V��,{�� �Y"""'o00 °tlA �0�'6 Date(mmlddlyy): 7/28/2008 <br /> ' Tci a�s•na o�oe HWA Project No.: 2007-066-23 <br /> l-I�wACEoSc[LNcr:slrvc FsxA75•774�„< HWATaskNo.: <br /> i ,o;.t K::rnn Localion or AtlCress of Pro ect <br /> Garfi_Id CS Modern!>ation � �crmit No. <br /> _._._ Evercit,WA 80703•015 <br /> Cucnt Client Rcpresenlativc —' <br /> GvC�CI! SCh00; Di�lriCl Weomer <br /> �ob Crafts Sunn f�Narm <br /> �asi3n Avihan;y(_�iglnecror orcl+ifecl of record) Desipn Aulho�ty Represen'allvo HWAPmject Nanager <br /> Dyl<eman Tirn Twietmeyer Ton A4artin <br /> Goner,I�CunVnctm Generol Contractor FepresenWGve HWAfiuld ReDresenUUve <br /> Spc•c�Vest Construclion_ hlike Linn EriC S Worth <br /> SUMMAf:Y OP flf_Lp TIME SPEN'1'ON PROJECT 70pA y�PORT <br /> Firs!Sitc Visit: Starl7ravel: 0650 ARived at Site:0720 Departed Sile: 0930 End Travel:0950 <br /> Secund SitA Vj$IC SI3fI TfBVCI: 'IO�Ci Arrived a!Sitr.: 1025 Departcd Site: 14A5 End Travel: 1515 <br /> ACTIVI'fY Ei�ING INSPF.CTED: Class 1/7.inch HMA delivery, placement, and compaction. <br /> G[NFh'AL LOCATION; Parking Loi, Bus Lane and Play Arer <br /> DEl'Ail rD LOCATIUN:The specific localions and elevations tested are summarized on the aftached 'Field Compaction <br /> Test ReporC. <br /> TYPE OF IMSI'GCl'ION: Conlinuous <br /> DF7NL S OF PLACE61[NT 0�1'HIS MATERIAL•The HMA was placed using a seif-propelled paving machine. 7he <br /> HMA v,�as p�aced �n a 2 112 inch lift ir,ihe west areas o`the Parking Lot and Bus lane and in a 1 inch overlay over the <br /> oxisfinr�I IhtA in the cast areac of the Parking Lot. 1'he Play Ar�a mceived a 2 inch section of HMA.Compaclion was <br /> applicd usin� a 5-tun vi6ratory steel break-down roller, a t;-ton vibralory steel intermediate rollcr, and a 2-ton vibraiory <br /> slael finish rollcr. <br /> N�NA INSI'tCTION�CTIVII'IES RGL/�TED TO THIS I7EM: HWA carried oul visual o5servaiion, periodic temperalure <br /> monilo:iny, and coinpaclion tesling ot the co�rpleled paving. Compaction tesf results are summarized on the attached <br /> 'Ficld CompacLon l'est ReporP. A sample of the pavirg mix was sampled from the haul vehide at thc 1A�iider Smith <br /> Is!and pl�nt(desic�na;ed I IMA•2). <br /> CON�CIRAI�NC� OF ThIIS ITEM:To the best u(the inspector's knowledge, Ihe ilem inspected was found in <br /> cnnfurmcnce with app� rved plans, specification:and RFIs. <br /> t�iISCkL1.ANC0U5 ACTIVITIES, OBSE�V�TIONS AND/OR COMMCN7'S: HWA was informed by 8ob Crafts of the <br /> Everelt Sche��! C;,(ricl lhat compaclion testing of the asphalt in the Play Ground arca would not be required. 323.56 tons <br /> uF HA4i� ,vcrc delivercd to thc jobsite. <br /> 1�ri��l!',iie charoeablc to liiis Job is f3,5 hours inciuding���c writing of th(s report. <br /> SfUNAIURf:i: <br /> Si�ned:_��--.___, �'—=� 1�� Rcviewed: - <br /> H'JOA F cldte vrCs`ai� �livE ` ` Y�`�— <br /> �...- � '� �� HW�Project Engineer r v' wcr <br /> SUMA4ARY OF UNf�ESOW�U ISSUGS — • �— <br /> Repnrl� Ilern� Status <br /> PR-032 1 Resolced: <br /> fR-039 1 Unresulved: Repair as needed to comply tvith AWS D1.1 (Gym). <br /> f R•039 2 Unresnlvcd: Add additional welds per drawing requirement,(Gym). <br /> FR-049 1 Unre:,�Ived: Finish tvclding upper column p1��e to beam ilange at Grid 0 816. <br /> Ti�_r�p���:::`.c:i:'�!y4:raG'o.,�._:dn��Lc�io�!��, Fepc9rnu:Ra:uvllSgncEhyH'l14LddrePre:;rl,livtaWFiJ7l.�cv¢wer (�8gC � 0(2 <br />
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