HomeMy WebLinkAbout0895.06 DFR 299.pdf
Earth Solutions NW, LLC
LETTER OF TRANSMITTAL
15365 NE 90th Street, Suite 100 Redmond, WA 98052
(425) 449-4704 FAX (425) 449-4711
To: RJ Development Date: March 29, 2021
401 Central Street SE ESNW No.: ES- 895.06
Olympia, WA 98501 Project: Weatherly Inn
Attn: Mr. Jeff Bennett
Email: jeffb@accrete.build
No. of
Copies Date Description
1 3/26/21 Daily Field Report(s) # 299
Comments:
CC:
1: Mark Richardson ATTN: mark@accrete.build
2: Jennifer Vogele ATTN: jennifer@accrete.build
3: Jonathan Chavez ATTN: jchavez@rentonwa.gov
4: Joe W ATTN: joew@accrete.build
5: ATTN:
6: ATTN:
7: ATTN:
8: ATTN:
Transmitted By: Earth Solutions NW, LLC
PM: Scott Riegel, L.G., L.E.G.
Earth Solutions NWLLC
15365 NE 90th Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 | Fax (425) 449-4711
www.esnw.com DAILY FIELD REPORT
ESNW Rep. Project No. Page Report No.
JTL 0895.06 299
Time On Site Time Off Site Date Day of Week
1:45 PM 2:15 PM 3/26/21 Friday
Travel Time Weather
1.00Hr. RT 40s, OC
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact Field Supervisor Reviewed
Johannsen Brad LAC
Contractor #2 Contact Project Manager Reviewed
SSR
Are approved plans/permits on site?Project No.Permit No.
Supplementary Report:
At the client’s request, ESNW rep was onsite to observe and test utility trench backfill at the Weatherly Inn
development.
Utility Trench Backfill:
EDSNW rep arrived onsite and observed contractor had backfilled utility trench beneath site access raodway
with 1 1/4’’ minus recycled crushed concrete compacted in 12’’ lifts to grade with a hoe pack. ESNW rep used a
½’’ steel T-probe and found the subgrade to be suitably dense, firm, and unyielding. ESNW rep observed that
the contractor had achieved minimum compaction standards of 95% or greater in tested locations.
ESNW rep will return as requested to continue observation and testing of further earthwork activities.
Fig. 1: Crushed recycled concrete utility backfill pictured with hoe-pack
Jackson Lundgren, G.I.T.
Senior Field Technician
206-468-0991
1/2
Earth Solutions NWLLC
15365 NE 90th Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 | Fax (425) 449-4711
www.esnw.com DAILY FIELD REPORT
ESNW Rep. Project No. Page Report No.
JTL 0895.06 299
Time On Site Time Off Site Date Day of Week
1:45 PM 2:15 PM 3/26/21 Friday
Travel Time Weather
1.00Hr. RT 40s, OC
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact Field Supervisor Reviewed
Johannsen Brad LAC
Contractor #2 Contact Project Manager Reviewed
SSR
Are approved plans/permits on site?Project No.Permit No.
Test Number Test Location
(Utility trench
backfill) Elevation Reference
Compaction
Curve
Maximum Dry
Density (pcf) Fill Moisture
(%) Test
Dry Density
(pcf)
% of Maximum
Dry Density
286 See map -1’ SG 9 127.7 10.2 122.4 96
287 See map -1’ SG 9 127.7 9.7 123.7 97
288 See map SG 9 127.7 9.1 122.9 96
289 See map SG 9 127.7 8.7 124.5 97
Fig. 2 Approximate location of compaction tests 286-289 on utility trench backfill.
2/2
289
288
287
286