My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2215 PINE ST Geotech Report 2018-01-02 MF Import
>
Address Records
>
PINE ST
>
2215
>
Geotech Report
>
2215 PINE ST Geotech Report 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 1:16:27 PM
Creation date
3/12/2020 10:41:45 AM
Metadata
Fields
Template:
Address Document
Street Name
PINE ST
Street Number
2215
Address Document Type
Geotech Report
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
31
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
SEP-17-2007 MON Q4:43 PM HWA GEOSCIENCES FAX N0, 4257742714 P. 04 <br /> ' R 1973p-011hAvcnucN'c,I.SuiIcNO Field Report No.: FR-006 <br /> � � � L�nnHvod,WA 'J503c Date(mm/ddlyy): 9H712207 <br /> Tel.�2r774-01Cfi HWA Projett No.: 2007-066•23 <br /> H'WAGr:oScriiNCES rNC. F�. <zs.na-z»n HWATaskNo.: <br /> m�ccl u^;u o:a 000r o,�.sc. rc�cct ermi o. <br /> G�rficld F..S Modernizalion Everell,WA <br /> bliCnt .�MI eptc,cnlaLvc ci er <br /> Everelt School Uistrict Bob Grafts OvercastlDrizzielCool <br /> Dxs�qn quth;,nry(er.g;necror orcA,;ecl oRecor') ues�gnAunxrlty Represent�:'re I1WA ProjcCl MunapCr <br /> D kcman Tim Twietme er Ton Martin <br /> GUnwulCnnt�..,wr GcneralConlradcrReD'esen:ative HWA ro10 epresenialrve <br /> Ton Martin <br /> FIELD COMPACTION TEST REPORT - NUCLEAR METHOD (continued) <br /> MA7kRI�L BEING PLAC[b: Class tl Asphaltic Concrele <br /> PROJ[C7 IMPROVEMENT TESTED: E'asfem fialf of South Paricing lot and pnve Through <br /> Elev. Leb Control' u field Test RclaGvc <br /> or Probe (Prodor/Rice/Marshall) Densiry Moist. CompacGon <br /> Test Deplh Deplh ID Max. Opt. Over Total Dry Moist Ficld Spec <br /> No. Delniled Tesl Location (ft) (in) # Dens. Moist. Size° pc1 pcf °/ °/ % <br /> �' Easlcmh�IfMihesov:hpmkingl�t,46'E �, gS �C-1 i56.0 143.3 92 Ai <br /> : f0'NnlC01 <br /> 1� i:�slcmhollo/Lh:sau!bparkinglo( 6'E6 _�. BS /'�C-1 758.0 142.0 9� �J1 <br /> t�rr a caa <br /> 76 Caslemno!/u/mcsaurlrpad�ingiot. l{N _1" BS �C-1 15G.0 143.0 92 81 <br /> e sr•or ces <br /> �� D��voThrnvgh,57'NE?WoISCCoI .�+ BS nC•1 15G-0 142.0 9� 91 <br /> cnfrancc <br /> �n DrivcThrough,46'N815Wo/F.ECo/ ,�. BS �C4 156.0 743.4 92 91 <br /> cn6;.rt:c <br /> ��� Dr,voThmug,Y,37'A'd211VofSECo/ ,�. BS .'�C-1 156.0 144.2 92 91 <br /> cntrncc <br /> 20 <br /> 2i <br /> 22 <br /> 23 <br /> 24 <br /> 7.5 <br /> 2G <br /> Tust Melhnd: sce previoue page. -- <br /> Densomelcr.scc prevlou;pa;;c. <br /> •L�b Cunirol:seo prcvious pap:�. <br /> COMMENTS: Tesl Iocotb^�ond cic�•alions arc approxlma;a 'cal:ng prcvides dala cnly la a spctifie tesl loca!'an and lo a limil2d deplh. <br /> /lceempanying(mtd repert provides addilional inlormaGon. "Dep�h 6.G.inCicatcs depth 6elow grade. Gradr means the deslgn fnfsh grada o(Ih¢ <br /> currcrd lypc uf fIi malciial boing placed. <br /> Completed E3y: T�Martin Reviewed By: Tony �larlin <br /> Th;mpol chcu'A cnty tc rccmdu:cd in il;C�Gmly. RcpcY b nol Lnnl ur!il�ipncd by HWnr��m rcaz:;c,iau��a-d invn�o���wec Page 3 of 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.