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Report (732) .tom' 6 L" / ---- i Q) C'''' File No. 1 .---) GeoEngineers Inc. 69 - 002- U/ 7504 SW Bridgeport Road FIELD REPORT Project: Date: Portland, Oregon 97224 uq�, I- a�,�,,,2,r� 7/ 2 (o /o0 (503) 624 -9274 — o J ` IA MIS Report N Pre pared by: Location: Arrival Time: Page: P Y �� k�1 �n �� r 5 5 1 of 2 Purpose of Visit: I Weather; ' Depart. Time: Permit No. Cottl.+cl,`ov+ Observ &»' _ I / /, Slo+ 16: I 5 — c o " i Ger v • 4 ' [ a,Y I i .1 1 , ,, .301' 0 . N LA-A-1. OP INi 0 55erva 1 di . 1e J res0f lls WAIL #3 .. _. , ' AAA h erM.S rbpA W IL ve k� / 4 Jl J/ , '0 Ad f ' mid li j A/ cool. •\..) / ' . � /"luc * ur c. IL 5(o t om, o r • ! 6 I.J. W ' c,. . ^ . 0 I wt 150 a ,,AA DP I k A • r o�r' _T 13 M � �viAq �� . /"ICASNr1EWtQiN oF t'f�., tc hP,SS o .-� a k kev1 Usit 14 A MIPei. SN ri bi . , . M obser- a �b hs ems' cowl �ou bebc • J n ( 'se H • Hlast� re Au►f 4 1 50' C r , roso . Micl .s 2 wall I & ' ol--' 50 Clow ^-4101 r�. �l N 32" efasI. eNd of to& n I,5' " iii jMeaat l- - 2 F'' Z5/ , m e f// Ae, i/ oF 50 ll ( loco ^' ( 3S) J 369 rl 4,) v$ r. lNr/ cl ) / L Muwsory, �' - 3 SR' II (`I -1) I rv /',Jltes5 t© cia / / Ac y h/ o f1 58' (7 ed 25' Ali, ti 37- mats, , 4,2) W11 "t4' i1 M.� ear owiti 4 Z (/) i rock fiik,/oae.ss 0 rzl 11 Ati 9 it t 0 f 56/ ( 10C4 fed 4 '25' frerA (0'' (2.e) ti 35'' 3 ) ,..Ev-c>G Je ,c) c - 11 7 fsw M" MEti'TS (" ewe+ 'raj 74-h..5 brNT l'jC.- S. 112OJJ or Sfz c.ifi Lb'n'.-'S. 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 contract r, his employees 0 agents. Our firm will not be responsible for job or site safety on this project. Attachments: I_ r Ot ---- 9 Distribution: I.M L�'I' At 51QG ol"Fi'c,e Signed: r J G E 145 -87 • v> FIELD REPORT File No. GeoEngineers Inc. loBD`�-o02�01 7504 SW Bridgeport Road P roject: c' Da Portland, Oregon 97224 ed � ar d cacn¢, 7 /2(0/00 (503) 624 -9274 Owner— Report No. Prepared by: Locatio : Arrival Time: Page: 5 'L of Purpose of Visit: I 1 . 1 We her: De art. Time: Permit No. Co P 4 av, /`ina/ y .).1411j �to /5 J IAA II 4 i 2 i (e5hed Rook 14.21 kat phte) t axd (plat/ I 6r / sudhasc, of �ku 1.)11 Coa /144, . , Tro,< IP," 34V lieby , . tL ' . U.S . !fa fil ' I 1 A� / ' . I aµ-(1 , Ad' ieirl EA ryidd /.1 yexerill Glabr MO. L11 ' • s e ri tir.a i 'ons . 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: _444/_______, Distribution: t j kf t al - 5;k Or l'i cL Signed: 1 J GEI 45 -87 // SUMMARY OF IN -PLACE NUCLEAR DENSITY AND MOISTURE TESTS �t /1 PROJECT: rc/✓are. FILE NO. (O 'O`, 002 -01 SHEET 1 OF / Feet Probe Field Dry Density Percent es 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. 1 7 /4 a (dot II 4 2 - PoGkei Wall a cg aV to 3, y 11 ? 5 / 32* 30 s 15 2 B 3.0 MI. 2 °off. S I to go iiii,L s6,s 3 le 1 y 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 Modified Proctor (AASHTO T 180-57, ASTM D1557) 3 = Gravel el = Silty V = Vibratory compactor % = percent Si = Silt c = Clayey S = Sheepsfoot roller pcf = pounds per cubic foot Testing conducted by: p(P/ C = Clay GD = Grid roller RT = Retest of an area CR - Crushed Rock L = Loaded scraper Attachment to Field Report Number 3 (O JJ = Jumping Jack Ad My /,--. BV = Backhoe vibratory plate j l4Sr7, V c., rSnMn -7 6.0-5 on, VP = Vibratory plate *Xek- e4s,-nIc V-.-r•v Sr n., I G t. sc/ c- HT - Hand tamper Doc ument ID: NucD&M GeoEngineers Inc. 7504 SW Bridgeport Road Project: FIELD REPORT N1 Vt. File No. Date: Portland, Oregon 97224 E g t4 I- Inevwt-2.,. Scram r-►IH6 wow 6804 -'1:122" ` . (503) 624 -9274 Owner: Report No. • Prepared by: Location: Arrival Time: Page: of Purpose of Visit: Weather: Depart. Time: Permit No. (7Q 1 N 1 IS-S(4 e. ___ _ _ p tuyScL.\1ID (55(4 v e, P P D 401- 6 • -- - . e .- _ S - 1 S -. 42P 1 6,-2 - p9 - -_ - - ' - _ -, _ 5- 11R _ Q? 3 l, 1 -0 l _Azie , cbr_ t . • ,9_.__■.:1■•LIgni . _ - 6 l • •- - „ - . 0. r - Urii47ii>lg 1-�a.v 1 1 6-. - • cap 1- ' - - - r o - 1 .._ y _ -b 1.3 say I4 6- 2.6- .22 " ' � l IA- Prr - roE or W - eo. -- .Sec.--s -STD- I.1,44 n .or 6 • <!i'Taat L I V( /1 A- .M,i7►�a►i •iiw. moNNE /` -7 0 0 —.. .�_ � .S1 Mis rf i•f1!•ff.aw Y- All. ��_ . a• .. - - . • fa lace_ __ _ r�1: Ttii.r R RL�t�.]r_ • _ ;! - 1/. - _ a...1 - T.rrtrL•�.7Jtf. r ��.. �.1e.SZ:lta��a�•a�c�r.. �/O Q 0 _ itasa: ,, i .. mats.a • _....•i -.. .. • r� [Y.�I :� , ��- - ._�la . .manor.- marr/CJ 1111=1111111 • S be 14 1v+s . . n r — - - - -- — • - &1� • f7;.G7A►tl■ 61 , ''. , ,w... • - 7.6 -, - l # 36 7 Z( .0 iroi rowl /1mA,- 10 prided ..y eif S This report presents opinions formed as • result 01 our observation of activities relating to geotechnicat engineering. We rely on the contractor to comply with the plans and specifics 1 throughout the duration of the protect Irrespective of the presence Of our representative. Our work does not include supervision Or direction 01 the actual work of the COnireCtOf. his employ I agents. Our firm will not be responsible for boo Or site safety on this proOeet. Attachments: Distribution: Signed: GEI 4'.