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Home My WebLink About0895.06 DFR 342&344.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 25, 2021 ESNW No.: ES- 895.06 Project: Weatherly Inn Attn: Mr. Jeff Bennett Email: jeffb@accrete.build No. of Copies Date Description 1 10/12 – 10/19/21 Daily Field Report(s) # 342 & 344 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 0895.06 342 Time On Site Time Off Site Date Day of Week 12:45 PM 1:15 PM 10/12/21 Wednesday Travel Time Weather 1.00Hr. RT 60F, Clear 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 At the client’s request, ESNW rep was onsite to observe sidewalk subgrade and test ATB paving at the Weatherly Inn development. Sidewalk Subgrade: ESNW rep observed contractor had placed approximately 4-inches to 6-inches of 1 ¼-inch recycled crushed concrete as sidewalk subgrade in an approximately 8-foot by 75-foot area at the southwest corner of the Weatherly Inn development along Talbot Road South. ESNW rep observed contractor compacting sidewalk subgrade with a vibratory sled compactor. ESNW rep used a ½-inch steel T-probe to probe locations along sidewalk subgrade and observed subgrade conditions were very dense, firm, unyielding, and suitable for support of the proposed sidewalk. Asphalt Treated Base Paving: ESNW rep arrived onsite and observed Lakeside Paving was onsite and placing a 2-inch lift of asphalt treated base (ATB) along the site parking area and access roadway. ESNW rep observed contractor compacting ATB with a vibratory drum roller. ESNW rep observed ATB was approximately 295 oF when placed. Density tests indicated contractor had achieved adequate compaction of 92% of the RICE value or greater for ATB in the locations tested. Please refer to the attached plan detail for approximate testing locations. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: Site access roadway at 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 0895.06 342 Time On Site Time Off Site Date Day of Week 12:45 PM 1:15 PM 10/12/21 Wednesday Travel Time Weather 1.00Hr. RT 60F, Clear 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 (Roadway/ Parking Area) Elevation Rice Value (pcf) Fill Moisture % Test Wet Density lbs./cu.ft. % of Rice Value 353 See map FG 156.0 N/A 146.5 94 354 See map FG 156.0 N/A 144.6 93 355 See map FG 156.0 N/A 143.7 92 356 See map FG 156.0 N/A 145.7 93 357 See map FG 156.0 N/A 146.9 94 358 See map FG 156.0 N/A 144.2 92 359 See map FG 156.0 N/A 143.9 92 360 See map FG 156.0 N/A 144.0 92 361 See map FG 156.0 N/A 145.8 93 362 See map FG 156.0 N/A 147.1 94 363 See map FG 156.0 N/A 144.2 92 364 See map FG 156.0 N/A 146.2 94 365 See map FG 156.0 N/A 145.9 94 366 See map FG 156.0 N/A 143.9 92 367 See map FG 156.0 N/A 144.2 92 Fig. 2: Approximate location of tests 353-367 on ATB paving at the Weatherly Inn Development 2/2 363 364 360 361 356 359 355 358 354 357 353 365 366 367 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 0895.06 344 Time On Site Time Off Site Date Day of Week 8:45 AM 9:15 AM 10/19/21 Tuesday 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 At the client’s request, ESNW rep was onsite to observe over excavation and subgrade conditions in the site access roadway at the Weatherly Inn development. Roadway Subgrade: ESNW rep arrived onsite and observed contractor over-excavating an approximately 20-foot by 50-foot area of saturated material to a depth of approximately 18 to 24 inches. ESNW rep observed contractor had reached unsaturated native subgrade material. Contractor relayed approximately 8-inches to 10-inches of 2-inch to 4-inch quarry spalls and woven geotextile fabric would be used as backfill, capped with 1 ¼ -inch recycled crushed concrete material compacted with a vibratory drum roller for roadway subgrade. ESNW rep used a ½-inch steel T-probe to probe locations along the bottom of the excavation and observed native subgrade was very dense, firm, unyielding, and suitable for support of the proposed site access roadway. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: Site access roadway at the 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 0895.06 344 Time On Site Time Off Site Date Day of Week 8:45 AM 9:15 AM 10/19/21 Tuesday 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 over-excavation in site access roadway. Area of over-excavation