The URL can be used to link to this page

Home My WebLink About895.06 DFR 316-318.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 14, 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 10/11 – 10/13/21 Daily Field Report(s) # 316-318 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 0895.06 316 Time On Site Time Off Site Date Day of Week 11:30 AM 12:45 PM 10/11/21 Monday Travel Time Weather 1.00Hr. RT 60F, Rain 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 site access roadway subgrade conditions at the Weatherly Inn development. Roadway Subgrade: ESNW rep arrived onsite and observed saturated soil conditions in the site access roadway. ESNW rep used a ½-inch steel T-probe to probe site access roadway. ESNW rep marked an approximately 25-foot by 50-foot area (shown on plans below) for over-excavation. ESNW rep recommended over-excavation up to 24-inches and backfill with structural woven geotextile fabric and 2-inch to 4-inch quarry spalls. Contractor relayed 2-inch ATB lift would be placed over site access roadway and parking areas. Contractor relayed steel sheets would be placed over areas of saturated soil conditions at site access roadway entrance and over-excavation would take place at a later date. ESNW rep will return as requested to continue observation and testing of further earthwork activities. Fig.1: 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 0895.06 316 Time On Site Time Off Site Date Day of Week 11:30 AM 12:45 PM 10/11/21 Monday Travel Time Weather 1.00Hr. RT 60F, Rain 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: Area of saturated soil conditions and recommended over-excavation and backfill with woven geotextile fabric and quarry spalls Area of recommended over-excavation 2/2 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 0895.06 317 Time On Site Time Off Site Date Day of Week 12:45 PM 1:45 PM 10/12/21 Tuesday Travel Time Weather 1.00Hr. RT 60F, Rain 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 and test ATB paving at the Weatherly Inn development. 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: Parking area 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 0895.06 317 Time On Site Time Off Site Date Day of Week 12:45 PM 1:45 PM 10/12/21 Tuesday Travel Time Weather 1.00Hr. RT 60F, Rain 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 342 See map FG 156.0 N/A 144.5 93 343 See map FG 156.0 N/A 143.8 92 344 See map FG 156.0 N/A 145.8 93 345 See map FG 156.0 N/A 146.0 94 346 See map FG 156.0 N/A 145.2 93 347 See map FG 156.0 N/A 144.2 92 348 See map FG 156.0 N/A 143.9 92 349 See map FG 156.0 N/A 144.0 92 350 See map FG 156.0 N/A 142.9 92 351 See map FG 156.0 N/A 143.9 92 352 See map FG 156.0 N/A 145.6 93 Fig. 2: Approximate location of tests 342-352 on ATB paving at the Weatherly Inn Development 2/2 342 343 344 345 346 347 348 349 350 351 352 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 0895.06 318 Time On Site Time Off Site Date Day of Week 12:45 PM 1:45 PM 10/13/21 Wednesday Travel Time Weather 1.00Hr. RT 60F, Rain 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 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 0895.06 318 Time On Site Time Off Site Date Day of Week 12:45 PM 1:45 PM 10/13/21 Wednesday Travel Time Weather 1.00Hr. RT 60F, Rain 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