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Report (739) i. .. - E eopQ aSM . FIELD REPORT GeoEngineers Inc. ��0y-002 - o l 7504 SW Bridgeport Road Project: Date: Portland, Oregon 97224 k. Itur-bit.x�re File No. 1/11/0 0 (503) 624 -9274 Owner. �� Report No. Prepared by: ' f /`^ Loc ion: i J liciaraf i 04 Arrival Tim Page: Purpose of Visit Weather: Depart. e: Permit No. e ASCI hO' Ob se rJlr,�'� / Oierzu_s / De art. Tf // al' : < t L 4 m'veol nA 5k a n.] wt ei 0 i 1 Clot 1�c • ., OA)/ , .1% r& su*NM° ti (� WLi (Ilse rVeAil S "pi tarn thA I ke) (ale St hat] nol plAre41 /.lt4,, � i II In & (owt JrI. Etc itr M(ASurp , PA c $ Of rt, 46 A 7/10100 (Fi'e ld r>°rnr i- *25 ) . ,; , s r .... .J . CPI.. 1 • 411 • 41 . ., ' . • ri I a c , r 'C. S ,, , le . ICesu 1�5 o 1 !� liSCr1/a 'nt1s rah 10e✓ See..v( 0 eq.. J i r.1 e. . J t �J rd- shot., 1r1 be. not 461- ctitt k 5 u, � I:?// is J ; rij Weil mid s I M /d & t f)IM R C 171 f.5 a('kr7At. . • 61 � y 3:a0- if rSS ■ . 1. .J _ P 1 ._._ a. ,) • ._ • • _� .._�.. • oi to AA `` ` + r 1 ` I s ll �{ ihlC/r. tl✓A4 ► rng+ l 11 t-�- id-NV P\f�..tai\ a ern w.,�1cY..c 1.� .1 .cm,-, ..cm,-, _ Y.t,. r.,-� it q , k1 ,-1-�5 + e1 .. � ^rfs. r >, �JJ ta m,., , �,,, _ Ann. 0a,L a ISA"' VJt,s 1 flo...4.5a ts✓-1�. Co ,- c ` -•`- �.e, ` `` \x . t 1\ P -- s, K,.A,Cl.., 3 + din +c c- • _ -- ` er t,.,. )9 f ke . ., � 30 AA Asegta .-- -. :A* \AV' nV'. 0.14,0,, u►J e). /.. a ktM.t1 e.r�.r. S ir C70 !t) 4 3+ W • ce-e. n 4k,�. .e, e). eross`Se., - c.�-. £ r wo.�.\ io i.- _ 1 AN re. , �. .1 :,JAR ('A1 ‘',A R.. a .c r,,,- . V \rLr.. roVeJ 1 ` T 4-C3 .). 41....,_ �A Ust 1 e-t't�C� 2•l c� 1(1t. ,r.1.e.•✓ rkene -StLi t. : I -CR4 cc.SUl4- \:,..f 4.a. V, h3-4, r11 v ---110 e- AK�tl� p..t r 4 ) . 44 ' Ir 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 contractor. his employees or agents. Our firm will not be responsible for job or site safety on this project. Attachments: Signed: 4.—) illi Distribution: CoPi ova SS-jv GE145 -87 SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS PROJECT: 50 e _ 14,,,,,, , r a FILE NO. 63vtl - ma - o■ SHEET OF - 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. I "1 f i, )oc,,1 .S 44.4 _ A 4- 1..n let,.c,1 s; (./ \/ I a. io,a. has, s 1? ,9 ,''<") 7S 2 S 6 -f- S 1 ci i, r 1 a. I O • - 7 1,a) . (1 1 cf, < . --- 14-an 19a 1a 9.I 117..7 9S.cD . • 9 ") +ha 1ea 6 f - 1)- V' 7 1 1`i.(_, I ', .5 R tno 1ca.(,_ _ l 2- ci .v , I I .`7 r)5.C`) ( 7c 0v,-.1 la in_ 5 113.S 9 ';'); y +33 198.(, i� q,4 la.`I i n ?•(" , i 3 +9h 19RA') 1). 11.ci 11 /.S \J 'IS.") q O4 SO 19n -(,) Y v 1D. ,?.1 lat, 9"). n 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 . Modified Proctor (AASHTO T 180 -57, ASTM D1557) 0 = Gravel al - Silty V - Vibratory compactor % = percent SI = Silt c = Clayey S - Sheepsfoot roller pcf = pounds per cubic foot Testing conducted by: T 0 = Clay GD on Odd roller RT = Retest of an area CR = Crushed Rock L = Loaded scraper Attachment to Field Report Number �-_ JJ = moping Jack BV = Backhoe vibratory plate VP IN Vibratory plate Document ID: NucD&M HT = Hand tamper Summary of Installed Geogrid Fabric Project: Eagle Hardware File No. 6804 -002 -01 Date: 7/11/ ( )0 I Station Interval 1 Elevation 1 Geogrid l Length I cll-oo C')-}- 7 n 1qe; (1 \ticx la' 14- a+ D 5 19 D (, `) 1'1 0 0 1y' +SO 3 1 0 18 ()—) H1OC) Ir1' -y +SZ St- .) 191, (,---) I'ic>c> 1'i' 6+ 3m 1 1- aS 190. (,-) I Sock 1'i 7+z5 74-la I >.(I \son 1 �,' 6t c�`1 "1 S i 9 a h l 4 1 Oc) \ At f -- ) - ta5 'R +-1I{ V, a.. 6 V1 cc 1 ,i' FIELD REPORT File No. GeoEngineers Inc. 6z04 --,2,2...- of 7504 SW Bridgeport Road Project: V-.E∎1 STONE Date: Portland, Oregon 97224 E. 1)6 4- I7>4.9 £1 INei wa.u- (503) 624 -9274 Owner: Report No. Prepared by: Location: Arrival Time: Page: - of Purpose of Visit: Depart. Time: Permit No. b ST SI N 1 ISSc.1ES tXGUQ. -p Q.4ySoL../f�iD t SSt.t P/ e, h P PCor ' .r �". _ — _' = -- ...��.mi--s.a 11 - S -1 S - m 1 6.- -- pp _ _ _ -' -- - - 5- 1a -U" 3 to I - t54', • _ __ • •• _ - Z ? 6 _ 13- x/ • _ 6 -4C- sra 1 t 6 1 ."• Gb • . - -- _ _ - - - ' -v 12 (- 2.o. 0. - S -- -t_(4 -6-ft3-12, I/ 6- 2 S- Q, • F1 w. Pr -roe or t,Jat,•._ 44 1=4 Sir...s-5rt. I.t44 r 4 r 89 cft t 7 e - 7 raTiT �l■�s►t6p.i :-....al[tAss.MIL.a►iriMOi /r . . tl 0 • • - _ -- . — .- -. ssss ��insaar.a.a.: �•..��_ ... ...o•..�J • • 1 • _ . • iGr- -_ - .. t . __ -_ -.a _.[ICSLZ� R:!Cl�M—LiT.tr= -. 1. i• • __. • ' - • 1. *V 5 � 7/6 • .... \Cltt N._ •...,wir MIL. .i•..wa.-- . .•M•r/Me r■ mi••■.— . ••rr GAS a 1 • % be 14 u,...& n —lib • - •. • This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering. We rely on the contracts 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 Contractor. his employees or agents. Our firm will not be responsible for ob or site safety on this project. Attachments: Signed: Distribution: GEI 45 -i. fp • •4 LJ" 4.4.01 gild w.- -•.. -• #.�..i V NAP • • 1 co N N z N 0 oa c ° o5 Elevation (Feet) 0 205: Geogrid Length 8' Geogrid Length 12' 0 0 200 - a - • d 195 - n - '_•u. ff 190 _ • o 0 iad.� :1N111�111��1�/�� AWAM7 ����I „'7'X.7.07 .. .1 /e lf ....�r ZIPZe1/.11.� iffr')97 5 5 180 - SOW. ZAI r e / / �/ .V Air 1 AT di fffAJffJ _ — 1 ANGLE P 175 - START WALL ANGLE POINT STA 0 +00 STA 0 +22 T STA L 1 POINT OI 3.00 TW 183.00 TW 193.00 TW » .00 FG- 182.00 FG- 182.00 _ BW- 180.00 BW=180.0 H =15.66 H =3.00 H -13.00 Exe- oNdi'�H 4E4-a4 ID - SP•a. se % • Grt Two Tr,../- S&L S6 1 )( X X x X Aeo eiD • r • • • co (D w A O A� N c O G. C O O O O co O G eogrid Length 14' Geogrid Len 16' 1 . 1 6 d n O _asZ ;Vi�irw�iiii ..w�J��Ar�� A E l eva ti on a 19 c .JI /� /i1rliar � �� . 0 2S r /WAr A Elevation -. 192.67' Ei r rr i i��i�iii��■ s _ � iiiiii��i�ii��s s � r ��� • ir/ ����"���7 »�Wl �����i���� �l�• £I :::: 188.67 GE (F> ��������,��� jj%1 1 186.67' Q' rAM /AAl.r.0 7 / 7:47if'/1.0 El evations 184.67' ,. r �//" � ,5'r Elevation = 1$2.67 ,��,�,,��oy ^ ^�v� Ar � ` %:• Elevation s 180.67 ,Sr I I 1 ATINVIITIPI p • lb)" Aw 00,11 1 Arlinv A 1r Alt. AiliPlIj 410 d..2.too srrs 2 +$o STA 3 +00 ANGLE POINT STA 1+44 TWs193.00 FG- 179.00 • • CD CD � A • N O O C g O Geogrid Length 16' B Elevation (Feet) • • __ av AWe,W'����'�AI�M 190 I' /irAwar"/ors �rr�+s vol/'ri+� ����i7/►il.I i/ �y��►i '�� �r1/►� -.s-ri -�� 185 - f�a. / — �► �� = Vi a1 si �7 � v� f I� s, � �. 180 - - -- - -- �.r�wr i f ' ... 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= 1 84.00 H =22.33 H =19.00 • • • • Memorandum to Continental Dirt Contractors, Inc. June 14, 2000 Page 5 111111111 O O (0 a w ■ I. J ` ■ k ill'R .. k'q 44 • / . . 4, . . ■ . i4'. ■ 4 1 lit,s1 • \ i r °' 1 16,:1 1 , 4 , 44,4 ... . ■ aka ' i ■ ■ • Aft I , . . ■ 1 , isi / J • 2 1 11 1 N . l‘N : . 1 • e R 4 0 • t., (NI a am . • a as A C Elevation (Feet) Geogcid Length 14' Geogrid Length 12' o a 0 o ° 0 205 ■�-- -.� - -- o F. 200 a 11111"11111 0 195 WRY AO � n .i. 0 190 ' J ' ! "�" , PA,:i i�— ��� I//'!�: ��1 ■. ■. If A 185 rAr Ay 180 • • 175 STA 6 +89 STA 6 +00 1W=202.3 FG= 186.00 BW =184.00 H=18.33 • • JOB .nJl 1-kr mar { FILE NO. (- ,,x(')11 - OOD - of BYTN -f DATE -7Jh fare SUBJECT I .T. trio r Re jam,,.,,,,,. \,,J,,11 EXle�sia,SHEET OF �9 J V t ^ ul o 0 v 0 \, . )-, • _ .\ h . I N J Q .t Geo �O Engineers CHECKED BY DATE