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Home My WebLink About895.06 DFR 312-314.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: October 8, 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 10/4 – 10/7/21 Daily Field Report(s) # 312-314 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: Brittany Perry ATTN: brittany@accrete.build 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 0895.06 312 Time On Site Time Off Site Date Day of Week 12:15 PM 1:15 PM 10/4/21 Monday Travel Time Weather 1.00Hr. RT 60F, Cloudy 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. At the client’s request, ESNW rep was onsite to test and observe parking lot subgrade conditions at the Weatherly Inn development. Parking Lot Subgrade: ESNW rep arrived onsite and observed contractor placing approximately 4-inches to 10-inches of 1 1/4-inch crushed recycled concrete as parking lot subgrade material. ESNW rep observed contractor grading and compacting parking lot subgrade material with a scraper grader and vibratory drum roller. ESNW rep used a ½- inch steel T-probe to probe locations along the parking lot subgrade, and observed the subgrade to be dense, firm, unyielding, and suitable for support of the proposed parking lot. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% of the modified proctor value or greater in tested locations. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: Parking lot subgrade along Eastern margin of Weatherly Inn development 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 0895.06 312 Time On Site Time Off Site Date Day of Week 12:15 PM 1:15 PM 10/4/21 Monday Travel Time Weather 1.00Hr. RT 60F, Cloudy 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 (Parking lot subgrade) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 317 See map SG 7 120.2 12.6 116.7 97 318 See map SG 7 120.2 13.1 115.8 96 319 See map SG 7 120.2 13.8 116.0 97 320 See map SG 7 120.2 12.9 114.9 96 321 See map SG 7 120.2 13.8 118.7 99 322 See map SG 7 120.2 14.2 115.2 96 323 See map SG 7 120.2 12.8 116.1 97 324 See map SG 7 120.2 13.6 118.9 99 325 See map SG 7 120.2 14.0 115.1 96 Fig. 2: Approximate location of compaction tests 317-325 on parking lot subgrade 2/2 317 318 319 320 321 322 323 324 325 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 0895.06 313 Time On Site Time Off Site Date Day of Week 9:30 AM 10:15 AM 10/6/21 Wednesday Travel Time Weather 1.00Hr. RT 60F, Cloudy 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. Fig. 2: Approximate location of compaction tests 317-325 on parking lot subgrade At the client’s request, ESNW rep was onsite to test and observe access road subgrade conditions at the Weatherly Inn development. Access Road Subgrade: ESNW rep arrived onsite and observed contractor had encountered an approximately 15-foot by 15-foot area of saturated and organic material in the site access roadway. ESNW rep observed contractor over-excavating approximately 12-inches to 18-inches to dense, firm, and unyielding native soil conditions. ESNW rep used a ½- inch steel T-probe to probe locations along the over-excavated section of roadway subgrade, and observed the native subgrade to be dense, firm, unyielding, and suitable for support of the proposed roadway. Contractor relayed area would be backfilled with 2-inch to 4-inch quarry spalls over woven geotextile fabric. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: Over-excavated roadway subgrade at the entrance to the Weatherly Inn development Jackson Lundgren, G.I.T. Senior Field Technician 1/1 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 0895.06 314 Time On Site Time Off Site Date Day of Week 12:15 PM 1:00 PM 10/7/21 Thursday Travel Time Weather 1.00Hr. RT 60F, Cloudy 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. At the client’s request, ESNW rep was onsite to test and observe parking lot subgrade conditions at the Weatherly Inn development. Parking Lot Subgrade: ESNW rep arrived onsite and observed contractor placing approximately 4-inches to 10-inches of 1 1/4-inch crushed recycled concrete as parking lot subgrade material. ESNW rep observed contractor grading and compacting parking lot subgrade material with a scraper grader and vibratory drum roller. ESNW rep used a ½- inch steel T-probe to probe locations along the parking lot subgrade, and observed the subgrade to be dense, firm, unyielding, and suitable for support of the proposed parking lot. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% of the modified proctor value or greater in tested locations. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: Parking lot subgrade West of main building of Weatherly Inn development 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 0895.06 314 Time On Site Time Off Site Date Day of Week 12:15 PM 1:00 PM 10/7/21 Thursday Travel Time Weather 1.00Hr. RT 60F, Cloudy 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 (Parking lot subgrade) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 326 See map SG 7 120.2 13.1 114.9 96 327 See map SG 7 120.2 12.8 116.0 97 328 See map SG 7 120.2 14.0 115.7 96 329 See map SG 7 120.2 13.2 114.8 96 330 See map SG 7 120.2 13.1 117.6 98 331 See map SG 7 120.2 12.6 116.8 97 332 See map SG 7 120.2 12.5 115.2 96 333 See map SG 7 120.2 13.4 114.9 96 334 See map SG 7 120.2 12.7 116.3 97 335 See map SG 7 120.2 13.1 117.1 97 336 See map SG 7 120.2 13.2 117.1 96 Fig. 2: Approximate location of compaction tests 326-325 on parking lot subgrade 2/2 327 328 329 330 331 332 333 334 326 335 336