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HomeMy WebLinkAbout0895.06 DFR 225A.pdfEarth 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 401 Central Street SE Olympia, WA 98501 Date: October 1, 2020 ESNW No.: ES- 895.06 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane@accrete.build No. of Copies Date Description 1 9/4/20 Daily Field Report(s) # 225a Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: mark@accrete.build 3: Jeff Bennett ATTN: jeffb@accrete.build 4: Jennifer Vogele ATTN: jennifer@accrete.build 5: Jonathan Chavez ATTN: jchavez@rentonwa.gov 6: Joe W ATTN: joew@accrete.build 7: Roxanne Caballero ATTN: roxanne@accrete.build 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. TSH 0895.06 1 of 1 225a Time On Site Time Off Site Date Day of Week 2:35 2:55 9/4/2020 Thursday Travel Time Weather 1.0RT 50ºF, Partly Cloudy Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Road S, Renton RJ Development Contractor #1 Contact Field Supervisor Reviewed Rino Construction LAC Contractor #2 Contact Project Manager Reviewed SSR Are approved plans/permits on site? Yes Project No. Permit No. At the client’s request, ESNW rep was onsite to observe and test compaction of ultra-block wall backfill within the Weatherly Inn development. While onsite the following was observed: Ultra-Block Wall Backfill Compaction Testing: ESNW rep was informed by the contractor that a small ultra-block wall had been installed and completely backfilled within the central area of the Weatherly Inn development (pictured). ESNW rep arrived onsite and observed that the contractor was not onsite, and that the ultra-block wall had been backfilled to approximate top of wall. ESNW rep observed that the contractor had utilized onsite native unweathered grey glacial tills compacted via jumping jack compactor. However, ESNW rep observed that due to the over-optimum moisture content of the wall backfill material (14-15%), the contractor did not achieve minimum compaction requirements of 95% or greater in the areas tested, and that re-compaction of the wall backfill would be required. ESNW rep will return at the request of the client. Trevor Healy, G.I.T. Senior Field Technician (206)-498-9751