HomeMy WebLinkAbout20160674E002 Bethany Corner 2021-04-16 FR 016.pdf
Kirkland | Tacoma | Mount Vernon
425-827-7701| www.aesgeo.com
Date Mailed:
Principal / PM: Matthew A. Miller, P.E.
This document is considered a DRAFT until signed or initialed by an AESI Principal or Project Manager
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v.7.20
FIELD REPORT
Date Project Name Project No. Report No.
2021-04-16 Bethany Corner 20160674E002 016
Location Municipality AESI Project Manager AESI Field Rep
16451 111th Ave SE Renton
Matthew A. Miller, P.E. Alex Ybarra, Staff
Geologist
Permit No. Client/Owner Attn Requested By
Mark Seek (Tiger Mountain Homes) Mark Seek Contractor
Engineer/Architect General Contractor Grading Contractor Weather
D.R. Strong Tiger Mountain Homes / Mark Fury Site Works/Dan Sunny, 60’s
THE FOLLOWING WAS NOTED:
Associated Earth Sciences, Inc. (AESI) arrived on site in the PM in order to observe earthwork activities. Upon arrival we
met with Mark and Dan.
Storm Drain Trench Backfill:
While we were onsite we observed Fury backfill for storm drain trench from CB 401 to the vault (Fig 1). Backfill was
approximately 3’ thick comprised of imported very gravelly sand with some silt. Backfill was placed in multiple lifts and
compacted utilizing a vibratory ho-pac. AESI completed compaction tests on the surface and achieved results which meet
minimum compaction specifications (Table 1).
AESI departed the site in the PM and will upon request.
*Minimum 95% compaction required for passing result
Test Location
Apprx. Depth
Below Final
Grade (ft)
Dry Density
(psf)
Moisture
%
Proctor (pcf)
(ASTMD: 1557) Opt. M% %Compaction Pass/Fail*
1 Fig 1 0 138.1 7.9 141.3 7.7 98 Pass
2 Fig 1 0 136.4 8.1 141.3 7.7 97 Pass
Table 1: Values for compaction tests completed.
Date Project Name Project No. Report No.
2021-04-16 Bethany Corner 20160674E002 016
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FIELD REPORT
Figure 1: Red outlined area shows the approximate location of storm drain trench backfill observed. Boxed numbers show
the approximate location of compaction tests completed.