HomeMy WebLinkAbout0895.06 DFR 156.pdf!rL
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Sotions
LC
Project Name
Weatherly Inn
Contractor #1
Rino Construction
Earth Solutions NWLLC
15365 NE 90th Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www.esnw corn
DAILY FIELD REPORT
ESNW Rep.
Project No.
Page
Report No.
JTL
0895.06
1/1
1 C?b
Time On Site
Time Off Site
Date
1 Day of Week
Wednesday
12:45 PM
1:45 PM
3/18/20
Travel Time
Weather
1.25 Hr. RT
40s°F, Clear
Job Location
4500 Talbot Rd. S., Renton, WA
Contact
Mike
Contact
Client/Owner
RJ Development, LLC
Field Supervisor Reviewed
4/
LAC I Wrr
Project Manager I Reviewed
Ray
Are approved plans/permits on site? Project No. Permit No.
Supplementary Report:
At the client's request, ESNW rep was onsite to observe or test cut slopes, footing backfill, building slab subgrade
and earthwork activities.
Building Slab Subgrade
Rep observed contractor placing a-6"--8" lift of pea gravel over the building slab subgrade and covering with
vapor barrier. Rep used a %2" steel t-probe and observed slab subgrade to be very dense, firm, unyielding and
suitable for proposed building slab.
Cut Slopes
While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep
observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. Although over -steepened, slopes
are stable in current configuration and stable to work within. The contractor is responsible for providing all safety
measures in accordance with state and federal regulation. Rep observed that contractor had sloped the southeast
corner of the footing excavation to a 1:1 (H:V).
ESNW rep will return to observe earthwork activities when requested by client
Fig. 1 Contractors placing 6" - 8" lift of pea gravel
Jackson Lundqren Field Technician 206-468-0991