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Home My WebLink About0895.06 DFR 286&287.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 Date: March 17, 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 3/11 – 3/12/21 Daily Field Report(s) # 286 & 287 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 0895.06 286 Time On Site Time Off Site Date Day of Week 3:00 PM 3:30 PM 3/11/21 Thursday Travel Time Weather 1.00Hr. RT 50s, Sun 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 power crossing backfill in Talbot Road South. Power Crossing Backfill ESNW arrived onsite and observed that the contractor was compacting 60’ of a 3’ deep trench grading to approximately 6’ deep (from West to East) for a residential power crossing across Talbot Road South adjacent to the Weatherly Inn development. Contractor placed 4’’ schedule 80 PVC pipe bedded in approximately 18’’ of sandy import material and backfilled 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. ESNW rep will return to observe earthwork activities when requested by client Fig. 1: Power crossing trench backfilled with 1 ¼’’ minus recycled concrete Jackson Lundgren, G.I.T. Senior Field Technician 206-468-0991 1/2 Type text here 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 0895.06 286 Time On Site Time Off Site Date Day of Week 3:00 PM 3:30 PM 3/11/21 Thursday Travel Time Weather 1.00Hr. RT 50s, Sun 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 (Power crossing backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 266 See map -2’ SG 9 127.7 8.7 123.2 96 267 See map -2’ SG 9 127.7 9.6 124.1 97 268 See map SG 9 127.7 8.5 122.9 96 269 See map SG 9 127.7 8.4 123.5 97 Fig. 2: Approximate location of compaction tests 266-269 on power crossing backfill. 2/2 266-269 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 0895.06 287 Time On Site Time Off Site Date Day of Week 12:45 PM 2:45 PM 3/12/21 Friday Travel Time Weather 1.00Hr. RT 50s, Sun 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 power crossing backfill in Talbot Road South. Power Crossing Backfill ESNW arrived onsite and observed that the contractor was compacting 60’ of a 3’ deep trench grading to approximately 6’ deep (from West to East) for a residential power crossing across Talbot Road South adjacent to the Weatherly Inn development. Contractor placed 4’’ schedule 80 PVC pipe bedded in approximately 18’’ of sandy import material and backfilled 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. ESNW rep will return to observe earthwork activities when requested by client Fig. 1: Power crossing trench backfilled with 1 ¼’’ minus recycled concrete 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 0895.06 287 Time On Site Time Off Site Date Day of Week 12:45 PM 2:45 PM 3/12/21 Friday Travel Time Weather 1.00Hr. RT 50s, Sun 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 (Power crossing backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 270 See map -4’ SG 9 127.7 8.2 123.5 97 271 See map -4’ SG 9 127.7 8.6 124.1 97 272 See map -2’ SG 9 127.7 7.8 122.9 96 273 See map SG 9 127.7 7.7 125.2 98 Fig. 2 Approximate location of compaction tests 270-273 on power crossing backfill. 2/2 270-273