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Report (753) g L)P FIELD REPORT File No. GeoEngineers Inc. �� 4 - 2 • 7504 SW Bridgeport Road Project: Date: Portland, Oregon 97224 -1 1 l g jo (503) 624 -9274 0*rrer7 . r(2- rt.rrF! s Report No. - 3 2 Prepared by: Location: Arrival Time: Page: S Go tr M rev i ice. Purpose of Visit: Weather: Depart. Time: Permit No. &a () IN- o ° o'tY Ar-lp Tz >IZ -IPN ) nn. <. I re_ . t4 .y w> 5I 1� G 0 � . f ^ s T 44i t/`r E �Jr � F� �OV --1� �1 E �PC -ler1 1 f 1, L. i GG(c M �+ F + N0 t 1 \ it / Sr'Or -A e - TJ $ J� Nd y TV'If 2 of T1' - "=• 6 r-it Vtr - , ITS ('ro I OW 1 4Ar ), I N n t. c -'[ir0 t N' Pt -c-c.r 7-y r S 1.-(� 1 ON Ti-+� - f-s \.1 S I N G A -t Or�Xc�P� 343 , , AGi.C.p2- 1 ►-'2rt -i- ( "rt r R Ht<TS NI6-1 c--f • <cS FT ..t�ocno Ttn CofvtPc. 5 $ cc t 4 E2 't'rh IG .Ey•rr»- e '►t111 6 wo. (- , 13 2.1 ter+ t "f DL.ot -►G, TF - Yak pF ]?lC. •vvt 13 c,, Pa ..n SPi'rJ3 Vbrto, Q P. e∎V -%P �+t/n�,r_ S 11 2 1 t 3 toNt Pe„-R,..9 Sti6‘ R51-)6 v►Si A - .' !k-Tior -+ 1�o(3F 1J1 . S1.1aelja f7,11 1 - 'j 3 P¢..ogep To (")r e t r'F 4 4 1 6 y.._•2 ME-{,71 S -c s, 1 < H B e ter = 2 s'l• 2- o - O Tb DF-e s F 6°' 'ti l 2 A-t-t uG -S ►-t of Sr - w ts-r - ; cy st (24 rlt - oC- s ., fit2 wtl l_ ove0 - E T S4�c,2o�� r r -f .(7L- 1) itV -e c GOc i--'C 6Air-I SeceS. v S,,, <2t P-i-.t 9 c Q i . f S ki r7 r 2 . c 1 - X . Z (Z D r a h Tb ��',� .� i_Gt --�.S / R � - t�� G t. L S 04: Qw-' p -r 1 r C- S1 19_ o ( - r-�Q1; No r T �� w 17.-( N 'fi-t e Si '1 :. ' ( 10 oni b�O= e Ir N Tl 4 F. C 0,45,4-F„. hoa- 2ociY�te '^)o -t. t. 4 3, • This report presents opinions formed as a result of our observation of activities relating to geotecnnicat engineering. We rely on the contractor to comply with the plans and specifications throughout the duration of the protect 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: Distribution: c'"p 0.s S t Signed: I-> � H rFl dF_P7 SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS PROJECT: FILE NO. G8o4 -i2P Ot SHEET L OF 7 Feet Probe ' Field Dry Density T Percent Test Test General Elev. to Soil Type of Depth Moisture % ± Oct) Compaction -, Number Date Location (feet) Grade Type Compactor (inches) ( %) OMC Field Maximum Field Spec. r '? -c9 5-ra 4 +9D zo2 41 S:Ei 'V tL -7, 1 22, 1 iz4.9 9-i. 9 S z S +Sa Zo2 9, 7 1 17.9 99 4 3 i 6+-lo 2,02. �o, I tzS S �., f 4 64-90 2.01.s 6, S i z l .3 `Y?, S '7+7� z I X 0 , 2 1 22, 2 97. f . ) , b o+s-o Zoo rl. it ;•� 9 a • 9 7 ti 9 a s , 99 V ). 1 ti.2 _ , i9, 4 9S, ¢ Percent compaction based on: Soil Type: s = Sandy Type of Compactor. Abbreviations: Standard Proctor (AASHTO T 9957, ASTM D698) S = Sand g = Gravelly R = rubber -tire roller OMC = Optimum moisture content Modified Proctor (AASHTO T 180-57, ASTM D1557) G = Gravel al = Silty V = Vibratory compactor % = percent SI = Silt c = Clayey S = Sheepsfoot roller pcf = pounds per cubic foot Testing conducted by: � C = Clay GD = Grid roller RT = Retest of an area CR = Crushed Rock L = Loaded scraper Attachment to Field Report Number 31. JJ = Jumping Jack BV = Backhoe vibratory plate VP in Vibratory plate Document ID: NucD&M HT = Hand tamper 7 GeoEngineers Inc. FIELD REPORT File No. 6c80¢,20Z o 7504 SW Bridgeport Road Project: lc_•l STbt- E Date: Portland, Oregon 97224 ESC -it,E 1--fc¢.9wi>2.c- ec- NI ir.46 t,, u_ - - 1) . -Dr (503) 624 -9274 Owner: Report No. Prepared by: 'Location: Arrival Time: Page: Z S of 2______ Purpose of Visit: Weather: Depart. Time: Permit No. (7 t r S T " . Z s - ID 1 N e t SS c i E oz - c ueP�., a.4::_SoL. /r- 9 l SSi4 Di_\-rF X - e r drs • ' .r.m.___!..-___ —1' .. ---,••.- ,.- S- 1 $ -o� 1 G- 2- D9 - R 1 - sue- - ( - • 3 - 1 - cy J . _ - --L .s:„a — .. n.2 �-. . _ - 2 e,...- / 6 - 1 s "C?, 4,-- t6 I t 6— I c)• j2 ` -z.t,,De r'-y, - Sri --&*o, G 23 LAS 16, / 6 -Z� � P - • f 1 IA- r - r * . or lr+at... 1 4 .o.. C. S- 9rD• 14 4 n=”4 t 6/ Z( l 7 �7 s .:as�m+�C4.asaaktG6�rP.. .araus.11iNtio_.at<vaasiynu ∎/` / / tl 0 • ---___A__•-• -- '1sfi�...as� �� iitesta♦asw+ar.M2O.oloram ...o...a.0 ..mo1 • • • - - - -!' ' 14 • _.az.ntWil, UM ._ t." • 4 nil 1 a fir i -1 _" • I I I I I I gr /0 O 0 7P OM >►^;� be P 1 'v.& n4- 1)- �" b i • -- - . .. .. _.�....., .mom- ....a..:�!..i.... ...oana►ilaamaatwite ea A71 a�A`!s •• Tt 1l t<..c.>*.. ■....,,a- - MEM. 1 r _ This report presents opinions formed as a result of our observation of activities relating to geotechnicaf engineering. We rely on the contractor to comply with the plans and specifications , the duration Of the project irrespective of the presence 01 our representative. Our work does not include supervision or direction of the actual work of the contractor. his employees Or Ow firm will not be responsible for job or site safety On this project. N \ v, cents: • !lion: Signed: (Fl A r. 114014df£tiS 1.47145704° raid 1/, tr'Al t. • . I � 5 (D ° D CD N .-. 5 � fv N = O c• O C Elevation (Feet) 205 Geogrid Length 12' n Geogrid Length 8' 0 a cto . w 200 G • n 195 -- -- -- _ _________________�__ 0 i �aa■ Yara■ Yrrr. Yrrr■ Yraa■ Yarw.r rwa .Yaaa.Yasa.iara.rar .Irr -•aa 0 ,F.12V7A 190 , : �� �1� ' �nM1111�M A OZ 1` r711 5 ..,Irk ._ .-.�. rArA // girsili � / � tI M " 180 1.f %/. /Are: f1 /J■ J sl��ii �/a.a iL��C>t I�� Y7 4I,f /IL7AI1'AI a rt � • I 175 ANGLE POINT START WALL ANGLE POINT STA 1 ±44 /) STA 0 +00 STA 0 +22 T TA 193.00 TW =183.00 1W- 193.00 FG= 179.00 FG =182.00 FG =1 x2.00 — • BW =180.00 BW =180.0 H =15.66 • H =3.00 H=13.00 41 - 0=0•100 - �.,SAO- se 15ot" G1Go f D v) >:o�e. p N ,P • • • coca z • N • O d' O C g O 0 CD Geogrid Length 14' Geogrid Length 16' 5. orsaai�moi ►w�� wi . �r� I Elevation_ 22 194.67' 0 - a ■ �.. ■ iii: i�■�r■ rs -- �rrr�i■w�ai. -___ - _�■ ■ ■ �r /� /err ri0i/ 0 2'4 / Elevation -s 192.67' 0 . 021 ,Cl717:4'r77 41rjri Elevation = 190.67' 5' I��r r�`r/.�II�g "' I -3 :�7� r • • g' Ele 188. • Gc I7�ilifArA Y .12F' "' ZAKI1 �r /1� /�a1������. 7 ? � �.1✓M :avAr1J Elevation - 186.67' El' � �/ G1 %J. in ffe, • 1 4 3 a.��.'vs'i r=tIp ir; ,S1t, �.:11.61r r. � Devotion a 184.67' � ,��� -� fi r�t ,.��r`'t��►�/��,..�..�� � iiiriw■��•i,g Elevation - 182,67' ,� ' :firer /�. r , joir4r ,� .7� :0 Elevation - 180.67' , ,.,��.� - ..►.....mss � �i�� � � � — - STgs► 2 +0o ANGLE POINT STA +50 STA 3 +00 STA 1+44 TW •193.00 FG =179.00 H =15.66 w • • ( N R 0 N O r • O g O Fr _ Geogrid Length 16' Elevation (Feet) • Iv • - - a 1-- 200 r■■■■■■■■■■■■■■ �']r/ n m.: 195 _ /!�� r 0102 ra recta r AFAFAVA rili��i/2922 gnigIM 190 = TIJ ljffir� j►� % .ter ' .�y` v.V:� :ii �.a AL./ r / �� .�r//+! v� ►�i'i7 ^ri��►.�I ���.y�I�� • �4P 1•11 / -.s-.r is 185 - 5/7.1tAreirerierf, LAWAX4r S � it _ ye � � ` � /7 � ,liAll j /f/ "iir • 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 • • • • r- 7 Memorandum to Continental Dirt Contractors, Inc. June 14, 2000 32 Page 5 111111111 • 0 O CO 414NNVAll; : - . IS k%.1\61 . iN ktV 7.. i i .,, , EliNg i %Nkt*,k* : - 14Ngirt%0\ kv - Akk -. ikk\io' w N akk4,,, i _ ik‘kteiN • 1 :t. it\4 4p til iRL k i x s Ap gik4 I; • g A 1 kit■tiNK . RY% ktkN. • ' I l k ‘lk ! - 21 40st NI • . i■tr • ik% ■ 0 - • .yo,›4 It. i . \ � J . I% : b4ik! . '1% !Rt4k IV • a k4e4,N1 . . . '., ■yck i - I hib.141"ickh: R 104 . 7d' • At � et fD Elevation (Feet) ON .-• 0 . 4:. . Geogrid Length 14' Geogrid Length 12' c A . oo 0 205 �_ =r.:r= ----- i---- -- - - - -- - -- - _ - -_ -- �e. ���.- ���r....*•-.- n .a.....n- tn.�s.wriiiiy-arsi-nT.c. ..■ O 200 �.rri,�Mrr�r � A' �,t�r�ri ° 4it r� Ir ►� i� �� i Mr a 1 s5 yJ►� Arilf l�/�/ /��r,�1lf ►�IT,�/' I/ / eA � iv' -,t36 5• P 185 ►. ...... • 180 • 175 STA 6 +89 STA 6 +00 TW= 202.3 FG= 186.00 BW= 184.00 H-.18.33 tt -6 w N co • t2 Geogrid Length X O'" : - • 1 • _ • : . P. .....z, *id ; L 12 L- to'. L= $' _oo .= k02 �1t.�I1l�� — ,If • 19S __ " p ,.a... �.,.,.... 1. - v tSS S I � frerQO1fl McT1; I 130 T, In OF • - 4 - 34. wdvt. lg rep $+ 14 . Son2 to - + FAQ. c• -'noN i . 9 hi 2 . t t-s, w N