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Report (741) - • ,va ,'6 -_13 File No. Inc. 7504 SW [" GeoEnineers Bridgeport Road Project: G FIELD REPORT J Date: Portland, Oregon 97224 IG r it ei - 7/)q/o0 (503) 624 -9274 r KV1/ I 1 Report o. VI Prepared by: Location: p Arrival Time: Page: belt I• I , ..r O Z 1: 1 of Purpose of Visit: 1 Wea "er: Depart. Time: Permit No. 60A. -S rildl Din<fr JUI `dA41, Clfla I : 55 Ge amiv.J �t sii 4- i : o5 , Z me . � �,` f'I+ Kvor� o � &)G 1 . I awt J . i rI rtsa Its Ls-LA �4 3L ST& 41tq ©,J F .► ' s, .... - .i. . 1.,. a ..,a....1 .. 0 „ A V' lip I • CA9, • t . 3 I - - , �R� I X11. - as , • ► • LL wry r.. A ► _ . r. ' 51 ; �_!!*P . • /, n E _:...IA' 1 5 ` 1.1 - . r l.%, �. .. �: . t"��. #.' . 4 . t . _ di r : . ., P.v► ihsiA I ( ' 41D LISA' d •,4 &Int& c.9o/KSIIeeA )417 d ry ekv JioN 0 200167 5475 s7A 8¢l4 r ill h� tut • pIrimed Ar� com u0 dtl avt eelovetwoh 64 i q (0110 frr'��r� W gm A .� Ier 21/30 n r I1c!P,at- dr,HSi 01 ,.. ,,,,s (AAA In rneG.Suir& HU) M j d eleAs1 tem) jl , dure, r.ov JoNV , MC,q,151A<<'P.trileA41c P � 1 inji cile ilt&V I iiii.,141.i.t4 js tliept5 COM Biel 4h • - I ac •r6 Av1Ged k)1 ul' S pr ct sorts. ' 130 r.0 1 4� JI S ♦ - - . I r. '.,. .1.".1.. _'.:!A 'IL:'-CJ L '10 ..' . I - 'V. g0A r 6 • • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. 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 actual work of the co tractor. his employees or agents. Our firm will not be responsible for Job or site safety on this project. Attachments: Distribution: cal ot.r St. Signed: G E 145 -87 / SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS PROJECT: /c, /4 dour . FILE NO. 6270 042 O/ SHEET / OF J Feet Probe Field Dry Density Percent Test Test General Elev. to Soil Type of Depth Moisture % ± (pcf) Compaction Number Date Location (feet) Grade Type Compactor (inches) ( %) OMC Field Maximum Field Spec. / 5T-4 IA 1/0 00,0 516- V iz- /2,0 /Z /. $ /2 '1.7 97,5 95 1 STA ,-/* Z0 yao lo,R /22.0 i 17, 7 3 STA 5t SO 1ql,.V7 13 o , 120,1 96, I y arA ('10 . 196 , (0 l0 2 Il9, 96,3 5 5TA 7 (964 II, 5 II " 94 9 k, V v /2, z/,9 74 G 574 If +00 /%,W I Percent compaction based on: Soil Type: s = Sandy Type of Compactor. Abbreviations: Standard Proctor (AASHTO T 99-57, ASTM D698) S = Sand g = Gravelly R = rubber -tire roller OMC = Optimum moisture content V Modi ied Proctor (AASHTO T 180-57, ASTM D1557) 3 = Gravel si = Silty V = Vibratory compactor % — percent -p t SI = Silt c = Clayey S = Sheepsfoot roller pct = pounds per cubic foot D Testing conducted by s IT C = Clay GD = Grid roller RT = Retest of an area Vi CR = Crushed Rock L = Loaded scraper Attachment to Field Report Number JJ ■ Jumping Jack BV = Backhoe vibratory plate VP = Vibratory plate Document ID: NuoD&M HT = Hand tamper Summary of Installed Geogrid Fabric Project: Eagle Hardware File No. 6804 - 002 -01 Date: 7/4/00 Station Interval 1 Elevation 1 Geogrid 1 Length 1 4 /1 - 33 iii 53 zoo. 6 /goo /( L /t-53 4 /J-90 zoo,( iyoo /y , 5t 8o g+ iil /F6, 67 /yoo /i/ File No. 1 GeoEngineers Inc. FIELD REPORT 68o ¢12.z o , 7504 SW Bridgeport Road Project: •j Sre. -+e Date: ; i Portland, Oregon 97224 F1.611 -E 141>Lo vw.2. -- t?krvq r+ It-t. j w (503) 624 -9274 Owner: Report No. Prepared by: Location: Arrival Time: Page: of Purpose of Visit: Weather: Depart. Time: Permit No. ( r - r D 1 NJ 1 1 Ss cc ES tXGUee4 0 2-fy L../ro t 5 4 u/� - 1 e t_nrr • . -- _ . - ,_ .. S - 1 S -m 1 6.- -n9 5- 1a - 3 6, 1 -c1 A K 4 c - 12 - 11 r rr 9r r. C • '- 1 ;. _ . - -. • /...-1C- c? 1 1 6- 15. 4c. •-� - ,� -5 - G - L3 i(� �� coo 6- 26- , • '11.- P-t -roE or watti 66t-o- aPe.c.f -5rc. i.144 tb60-S, 6/26 t 7 • :aA�ILIr ..J ■�sat«JSIl.•f•11rie.M. 1.41 Sr,ars lq I•11 a AIM /` - 0 0 • "_ -- ! _ -.■ -.■_.__ _ .1M 1••• 11.A MED _ U•AV awa t.a.........._�Y.— .o ..7/ • • .f SIB ?L •n.. : PA• - 1/A /ro • - °—= .,.:T..t.. =.7dA.•7i. —r 3tir: /.1..t:: .aMis. 2 7 /0 00 -Ca 01 IRt. I., - r -- - -7/4 • _ .....,,. J .t .__.. — ar L # - • :L ->_... �... �.��� C. .rG • • S V,c 14 tr. s , n /it, RI. aLAWit . ... Z 1Z.TSt..1, --; _-_-__u• - 1 6..i. • • . :- -- T M• report presents opinions formed u a result of our of servation of activities relating to geotechni l engineering. We rely on the contractor to comply with the plans and (WWI / 11* rrl will not duration OI pre the protest irrespective or site of the safety o prese nc thi e s of our repr Ow esentative. O work does not include supervision or direction of the actual work of the Contractor. hie empk \,... lir rosponaltib for Job prote ... nts: Signed: ion: F • GEI 4 ; •,,."- _/ 1:0221 f iv (•O/covraS GoMsTd4 keeku. • • • b gi 4 CD n N A w N Q. O Elevation (Feet) c, 0 205 ` Geogrid Length 8' Geogrid Length 12' n 0 B . co 200: _ C1 195 - _________ ___________ n .�ir�v�ir��.-ir�� . r.:- �i�... ir�o.- ir... �r ...�rwrir...�r...�r...�i�..�i.. 0 190 ^ p� ►w :1�11��117�17A IWMA , "7AI« P7 A o 85 ��4 iikrice /eA/! prl.Jzwzamerawiffez ��� /rzrzwLlf/z /. , sL. 180 - .�� � . � . .� „� , ..Lr�� �� (ITL 4L�IIL 7A/i'If►•►A �.i'vim -iinl/�awr suilgail WilIAIAI, 17(/,b7 175 _ POINT E L POI START WALL ANGLE POINT ANGSGL STA 0 +00 STA 0 +22 STA 1 POI 1W =183.00 1W =193.00 TW 193.00 =179.00 FG =182.00 FG =182.00 _ BW =180.00 BW =180.0 H =15.66 H=3.00 H =13.00 • ExR- .NO'r'�^` 41¢1:0-+00 -ra. - tr,r4SA- se Isor GlG� F j 01 D \ ) X )C X tea ''`' Sag. S6 1600 X ,_ • w O N O • O Q' C O s O n O O O CD G Length 14' Geogrid Length 16' a C ■G�r .... ..w.. ..../ ' �.�'� Elevation - 194.67 Jl ii / /� �AAP�� //A E - 192.67' .�rniir.ieii�ii.■ :r.�iiAiiii�ii..s.�rs.��.•�� I1iiaro. Airei ������ ���O �� d j Elevation s. 188.67' 6t 5 4B illffA A1TOA ill . FAh V , // / /��!.�.�*�- �.r.„,�tR>..4,asteikin Elevation - 186s7 WV' - �A %J�ff�iril63 13a- :(/ ,�=�.4 i�' �'�:�� � ,✓ 4:4,1i 471A11 .12 Elevation .. 184.67 Iribr' �. +�.AnifiN y' i T A j, Elevation - 182.67 v Elevation .s 180.67' ST s too STU 2 +$0 STA 3 +00 ANGLE POINT STA 1+44 'MO 93.00 FG- 179.00 -BW-1 - 78:07 H -15:68 • • c N • O O g r Geogrid Length 16' c Elevation (Feet) co _ -- r u - - - - -- -- ----- . . ■ ii:�iii...■ 5. 200 — /11J,�, IM x%!11 INFA/l �1�i�air Agr rldrIMI��� / 195 VAWAP�����.� �Arfrri'M�AAf� F 0 190 E r rif;""Al orAr,(, ... .114.04TALATI,ArArf, Affir 407707./AVIMM 5 185 5cte*: • - Jr '� ALF4-0- , - y�f- ✓. � � X11 ..��►►,,��v✓�� f �,�c � /f Li 180 = ;''�`�_ ���►�.� =ter.. - .��ev� ��.�t;/;;�iwi�i - 175 — STA 3 +00 ANGLE POINT ANGLE POINT STA 4 +33 STA 4 +53 TW= 201.00 TW= 203.00 FG= 181.00 FG= 186.00 • • BW= 178.66 BW= 184.00 H =22.33 H =19.00 • • • Memorandum to Continental Dirt Contractors, Inc. June 14, 2000 Page 5 • 111111111 O O (D tn Li �. . lo . tL 1 1 i la N N • 1. • � , it k*:* 1. , 14. • \� • � ) c , ►ItN J � ; ,t, � `� • t3 t ■ 1. • S r � • 1 • r �, �'1 N!. . I t s . 1� bb I � t �� • 1 rktl l ,.. t . _. ,1 � ■ qttk . • 1 ', ■ , �1 . l �i� + 2%4 k0 ��: I • , 4 �a �� "4 !1 � . °g o � ,� a w n CT A � Elevation (Feet) Geogrid Length 14' Ge ogrid Length 12' , c ° off • 205 _ _ _ it ° . c= ai- ���w• --- -iw---- . - -- r. == =p --- - e - - - -e w._--w..i w. i•� =iiiiiii�iiiiiiiiiiiiiiii�i■ O 200 0 195 I /®1///x'1.1 /1l�//1/ WA5 IW A W � a 190 !!�' A.. �r. y i�±f�` y� �. tom Z ' �' met. 6 185 s 5 180 175 • STA 6 +89 STA 6 +00 TW =202.33 FG= 186.00 BW =184.00 H=18.33 JOB (.•c c_ 14,-A..,pce FILE NO. 6801 - CO2. - 01 BY TN-( DATE "7 / can SUBJECT : _ . ' f, SHEET OF N v In $ v, o v 8 tn ... ... .. . • \ \ SNII .., ill K _. .\\. R4 .), il _ t 1 k \. iqk r- _ ,..7). -J \ 4- sr 11 1 4% • 6,66411 A k It 1Q4 a fi s • Geo•Al Engineers CHECKED BY DATE