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Report (16) u.,? ?JD/7 ..= Ft EODESIGNFIELD REPORT ( -1 05) Nt\e-__ei.,,-, e— 0 ,..I GDI Project: DLY I51 69 Prepared By: k eac�,ran ,Y r rrn� e Cost _ Project Name R/� p Date: t Location. l32'l0 W Ray Q. i, s iy►r Report#: Si Arrival: 1OZO Departure 1/3 0 Weather: Syn/ b©f Permit# T 13D Site Visit Requested By: Sawa '.ty s + Met With (on site): 5» w rron Purpose: ijir , vlldtn • ' beg`' Outstanding Issues: ;FEZ 2,4 )7.1140 Son. . oii 4-e, ,a/n.S' - e4nA r`)V ) 4►41 e.r 4.. e .......:._n_ rea thii1,/ , a be. wt_ .s: teI , + �►p l wia f .$_ r rr • __._. 14".., l y:4_,_,P M r,ken .' ti, a .. !t t d .?` 1� 0 w....ei/ f;e, _. ../ k46104,4ztor. e _ bi co __tiflek .1)416.._. " r , 1 vsnoxi .c ti a r dtns; . ._ !'4 ... co t' .a ' . 41!40.5 _.Orr 4 .. a_ 44 peadared .cis low t i......fr c. r,_de lZl:Z poen# _! ,1".__pec.64.# r r R I. dry_ tn ...� .. t 4 . S.0444ilit (70 lit__46 r*fi 4471.4. 4 reos. Tke e.._.. 4,t)_as ',del k d , . ___ m_... _..,... „_ i3 d —:. al, .See_4* /Kr 1 d es„`,,,11,,,_,01 --1 4 14 e . be/n. , r411/44 Distribution: Attachments ';;_ 14 ) Reviewed by: This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering or environmental services,We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative Our work does not Include supervision or direction of the contractor,the contractor's employees or agents,Our firm is not responsible for site safety. Signature: TATAS.0 MAO C. J�1 sAvxw3d rn .01.01.0 aw mr;av;ts 000 i 0a u5.`xiv.L.i3ex01`s:06'0..ISI. E ro 'oN 1 •d Cwt IL NOYM G3.YC JN 500003 YXN X31030 NNAB.RH CO I. 596'.3 L58L H as au13=ad s1.M Pwm33a 1103 ab i0'.S15+1M' �'' ONg33NKIM.0.10,1030 dNY YJ�LLb lY.)I K'310i0 0 Ya03tl "x rJ1� (�(� S fJ�I NI>z-atl MOM ut \ .. 01100 3aYJMIP'3000111000 1 pN 030 311,1.00043s1 li 'Y/1n0 S Yom+ t { SLMA-t42(Pk7 TO 300 d 1:0005 G313 d"1.1S 530,V S MiJF A0'D..Ilnd "ro 03.35.1,0 50.1 SWOT 031 ?10/1!6 C3NSMId ME.NdJ3b6 MC'30M•'Nbd . 'T'.tl FC)E NA 0030.0 3a TAMS NMC IS SNP Y03L3:Gsr'd Md I -1 V0 itlA3L/MIA 03/19/16%Oad Y.lJ w� • ' t '� nW 5N0uY.311N00&(00030`70A. w110000G.'3ainn OI W.I. 00 ..r No.,:du OTT �{� �P l b/of xo✓ dv �� 000 wase 315.ww 4(0 11 00.0.00.,,,5,- / ir sna rroe 3,0 010.;A0 11..ae.. .01—TM .WT : ,... Ow4 9'�IX33P 3B 0401 0 5 AW 1 00104 4102 Y M3 04100 T."TWIN 0350d0bd 0 03.'401 500/1/1 30'<cd30.5.Ip3(30 0 00540 3 0001/30rM> 51330"r 1MV'0 05IG00 F� lY'Mwa303J 30 01/1"/190 100 00000 30 SY 0/030 414 AS iN0LL03S SW130 00.4 CYO ONICY00 7.3bd 003 0 w MM dIgJH9 0 0.SedJad 30 TMfi Orin.?N 9l01Y0N'3.1003a 10150031.030 M10 [ j,4>) '-2 T.I:G0mP000u etn 9rvk 000rce mu'Manatl anc NO 0.5 eGuawi9:G-di aoad 000T10"LStl$44 33/33 03 awl .. �ouroG c�'G1MA'd ...- - 3lYAl%OtkW 3MI..Np1d 35351 NO MNd15 01."Ilf:NIS* '1 of I S LOM zvxsx� bl%N(0 Z wsa 01/13031 5. baJ� `XQ�4�� _�_ �_ _�_�_ a, ''_ 6 ' fsa1 _ d _� ' • . . f 1 ti b - : sr >. - awl=A3� z' I } ¢ ,,... , / ‘,1 ,, ,,,,./ , , ,.. ......:. : �� � ea 1 { cip r, > a�.ss:Gaco�of« Y _`""� 00000.0e d , . , ..._ .� a_ r1 .051,4 '--- ..mat •- , :lea �- t „7.-..--0.:0.' ._, it '----- „ ,) i-lifific , wi. , iit, I i ...-re. 3 d i ill Ally 11 MU 1:a 1 f A11"11 'S `' � � 1 r a �� a k / t , r .i. - ' i '-',15--fr,,,'At,,,..?? •.---- 'e' /II4 "ft .7-- —I likrikt il I i •' *,,,,,,t,44y:* 11 N „."'"' ,,,,"'''.r.- yjoilicjil''' ,Ir' mg . raw ,. too* t,..'. ;#,,A .. ,/,,,,,,,,.....--' - .,...,- , ' ., .....,..`).,...'•s /1 Mel } zra It i ...., '" a ' tri • •,(zit - . ,1 Ele„g ..._µ.> OW 3 w ' � MISIM t LYMONtl 563005.•M,t Mb a 4,, .. ..> •' ` a1 ` "ttM 9h Nb 3a „. 5331 I :„...„7::....7,2,..,....,,.,..,,,.,,,.,,,,,-,....... >,,>..... ._.-.,m .tea.^ 'Mi 25?!. by -1St - lA,od CESIGNz NUCLEAR DENSITY GAUGE DATA GDI Project: Polygon-151-04 Project Name: River Terrace East-_Multifamily Date: 4/23/2018 Sampled By: CEG Project Location:1 32 40 SW Roy Rogers Road, Tigard Page: _1 of 1 Material Source Maximum Density: pcf Optimum Moisture A onsite brown silt A 112.1 ASTM D1557 A 16.3% B onsite brown silt B 116.0 Field Adjusted Proctor Silt with trace/minor gravel B 14.0% C 3/4"-0 rec. conc. -Tigard S&G C 1 15.0 Field Adjusted Proctor C 14.5% D Lakeside(Grabhorn)3/4"recycled D 121.9 Field Adjusted Proctor D 12.9% E 3/4"- 0 Baker E 127.2 ASTM D1557 E 12.6% *BGS*a prox;.elev. below final grade surface Test Elevation % % % Date Location Fill Type Compactor Density Blows No. BGS,ft* Moisture Maximum Required 1 4/23 Building A base-see site plan 0 E_ _ 4 Diesel plate 120.6 3.7 95% 95% 22 Polygon-151-04_FR52_NDGD-„042318_cecINPROGRESS