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Report (67) tf &,r?eOci 637 DESIGN= FIELD LD REPORT Pay e1of1 GDI Project: Polygon-151-04 Prepared By: Bret Moskal Project Name: River Terrace East- Multifamily Date: 3/12/18 Location: 13240 SW Roy Rogers Rd., Tigard Report#: 42 Arrival: 1250 Departure: 1315 Weather: Sunny, 70s Permit#: TBA Site Visit Requested By: Sam (Polygon) Met With(on site): Sam Purpose: Observe Building C soft spot repair Outstanding Issues: FR-26 (12/22) Soft soil remains- pond e : " a 3. *Resolved 3/12/18* Upon arrival, I was informed that earthwork crew had additional excavated soft footing subgrade for building C noted in field report 34. I was informed by Sam that earthwork crew had excavated approx. 1.5' to 2' below planned subgrade elevation and backfill excavation with 3/" minus crushed rock material. Compaction efforts were completed utilizing a large walk behind plate compactor in two lifts. I observed the pin resistance (number of blows on a 3A" diameter steel pin with a 6-lb hammer to drive pin approx. 12" into the material)to indicate densely compacted footing base. Based on means & methods and pin resistance, we believe footings granular pads to be adequality compacted. Observed soft subgrade in field report 34 was mislabeled on the attached site plan for that report. Area discussed in field report 34 and observed today is shown on attach site plan. Based on observations, pin resistance, and conversations with Sam, it is our opinion that footing granular pads observed today, within areas observed today and indicated on the attached site plan, is being prepared in general accordance with our geotechnical recommendations. Distribution: Attachments: Site Plan (1); Reviewed by: SMD 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.This field report is a DRAFT representation of our field observations,testing,and.r lirninary recommendations.:The report can only be considered final upon review of the GeoDesign project manager,as indicated by initials In the"Reviewed B?'section. f Signature: • 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com ., v r_"11—>t�V a �P o,�ab ^N Pang • J siwn3ainnx Na.;wnroJ cm 'aN 3wamC 'r•A iwiwd NIA. -and:acNacJ^A13W03dS3tl`9.0Z 3.3500ttf e CO t5G59[:�159[1 i•-• CNN N NJN1r1 031,0 ON SLIutl3S'N*IOI1030 NYINMM ...in.... d A8 03NYd3Nd STMT CNwO139 0301 CNV 300'95A1333 y.... 0NP130131 T3J!NH031D30 ON 1aG13ON N.AN'N3a1033 01 81131 'S ma-IN IL031 3v ...... a -�(60S)...I \ baits 331ANS 3iYr:MTN 11.33 1»N,S31i0h'IPN3Na1 NNW 3OVIVINN3 NC •021Na�w iR x - 63 ........ - � �' i. i 33tl3 OW N:awS a3arr3 3e INNS 53T'AWIS !! r iJ.m 0 ,'03143 3511331110 553130 s.0srArs 3,/3305 03NSN:3 y. 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