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DESIGN_ FIELD REPORT
. Page 1 of i
GDI Project: Polygon-151-04 Prepared By: Daniel Stai
Project Name: River Terrace East- Multifamily Date: 4/4/18
Location: 13240 SW Roy Rogers Rd.,Tigard Report#: 46
Arrival: 1405 Departure: 1535
Weather: Overcast, 50s Permit#: TBA
Site Visit Requested By: Sam (Polygon) Met With (on site): Sam (Polygon)
Purpose: Density Test Footing Backfill in Building B and Observe Subgrade for Buildings D&E
Outstanding Issues: FR-26 (12/22) Soft soil remains-pond
Building 8 Footinsi Backfill
Upon arrival, Sam directed me to building B that crews had over excavated an area of soft subgrade and replaced
' with 2 feet of crushed rock on the west side of the building in footing area. Crews had used% inch minus crushed
rock from Baker Rock Resources placed in two lifts and compacted using a large walk behind diesel plate compactor
to fill the area. I used a Troxler 3430 nuclear density gauge to evaluate compaction at the surface of the crushed
rock in the footing area with tests compared to lab produced maximum dry density value of 127.2pcf at 12.6
percent optimum moisture content. Area tested exceeded compaction recommendations of 95 percent of the
maximum dry density. I observed a small amount of soil covering the rock in places in the footing that I
recommended to crews that it be removed before concrete forms are installed.
Buildings D&E Footing Subgrade
Sam also asked me to observed footing subgrade in buildings D and E. Crews were still actively digging building E
to subgrade elevation at the time of my visit. Subgrade soil appeared to consist of brown silt with the upper
footings on the north side being founded on fill. I used a%2 inch diameter steel "T" probe to evaluate relative
consistency of the subgrade. Subgrade was generally observed to be stiff based on resistance to penetration of the
probe.
Crews had covered most of the subgrade cut to grade with a few inches of loose crushed rock. I recommended that
this be keyed in to help prevent the subgrade from becoming disturbed from wet weather. They said that they could
use a large diesel plate to compact the rock. I recommended that they use something smaller, such as a small
gasoline plate compactor, to key in the crushed rock and prevent subgrade disturbance from the heavy compactor.
Based on observations and testing, footing backfill density tested and subgrade probed today, as indicated on the
attached site plan, are being prepared in general accordance with project requirements provided contractor follows
our geotechnical recommendations.
Attachments:Site Plan (1)
Reviewed by: SMD
This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering orenwgn -n. . ' f'rely on. . •+. 'to comply with the plans and
specifications throughout the duration of the project irrespective of the presence of our representative, Our work does not kid: suptry on or ••a • the •,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,i` r .,and s-i . mend . :The report can only be
considered final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed By'section, s
400 Signature
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com
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GEODESIGNk FIELD REPORT
Page 1 of 2
GDI Project: Polygon-151-04 Prepared By: Greg Schaertl
Project Name: River Terrace East- Multifamily Date: 4/25/18
Location: 13240 SW Roy Rodgers Rd., Tigard Report#: 53
Arrival: 0800 Departure: { 0845
Weather: Sunny 60s Permit#: TBD
Site Visit Requested By: Sam Scott(Polygon) Met With (on site): Sam (Polygon)
Purpose: Observe subgrade for Building E
Outstanding Issues: FR-26 (12/22)Soft soil remains- pond
FR51 (4/20) Final lift of wall NE of BLDG H backfill not meeting 95%compaction
Upon arrival, contractor(Polygon) had already excavated and formed the footings for Building E(see photo). The
subgrade in the areas indicated on the attached site plan had been covered with approximately 1 to 2 inches of
compacted crushed rock. Based on observation in the excavation side walls, the subgrade appears to be brown silt.
A 1/2-inch diameter steel foundation probe was used to penetrate the crushed rock and evaluate the underlying
subgrade. Probing indicates that the subgrade is medium stiff to stiff in consistency.
PVC pipes were observed in the subgrade at the bottom wall footing subgrade and running perpendicular to the
footing alignment(see photo). These pipes were located in the garage footings, with one pipe located at the front
and back of each unit. Recommend that the pipe excavations be horizontally over-excavated to allow extra concrete
to form around the pipes and provide extra lateral support.
Based on observations, probing, and discussion with Polygon, the subgrade observed today as indicated on the
attached site plan has been prepared in general accordance with GeoDesign geotechnical recommendations.
Distribution:
Attachments: Site Plan (1), Photos (2)
Reviewed by:
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 preliminary recommendations. The report can only be
considered final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed By'section. 1* A
Signature: �1 ✓
9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com
Polygon-151-04
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