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Home My WebLink About0895.06 DFR 78-80.pdfL-S 1h io nt i�� Earth Solutions NW, LLC LETTER OF TRANSMITTAL To: RJ Development 401 Central Street SE Olympia, WA 98501 Attn: Mr. Duane Mever Email: duane accrete.build No. of Date: December 3, 2019 ESNW No.: ES- 895.06 Project: Weatherly Inn Uo res uate uescn tion 1 1 11/20-11/22/19 Daily Field Report(s) # 78-80 Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: mark accrete. build 3: Jeff Brain ATTN: ]eff(a-accrete.buiid 4: Jennifer Vo ele ATTN: jennifer@accrete. build 5: Jonathan Chavez ATTN: ichavez rentonwa. ov Transmitted By: Earth Solutions NW, LLC PM: Scott Riegel, L.G., L.E.G. 1805 —136t" PI NE, Suite 201 Bellevue, WA 98005 (425) 284-3300 FAX (425) 449-4711 Toll Free (866) 336-8710 " Earth Solutions NWLLc ESNRep. AK AK 15365 NE 90`h Street, Suite 100 t I Redmond, WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 7:45 AM; www esnw.com 11:15 AM; DAILY FIELD REPORT Travell45 Trav T 'I'i me 1.25 Hr. RT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Project No. 0895.06 Time Off Site 8:15 AM; 12:30 PM; 4:45 PM Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Are approved plans/permits on site? Project No. Page 1/2 Date 11/20/19 Report No. 78 Day of Week Wed Weather 50s°F, Clear Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC L4- Project Manager Reviewed Ray Permit No Test Test Location Reference Maximum Fill Test % of Number (See apj Elevation Compaction Dry Density Moisture Dry Density Maximum r BOG 41 WR>.1 See map for approximate location Curve (pcf) o (/o) (pcf) Dry Density 74 -8' 3 122.0 12.6 116.3 95 75 See map for approximate location -6 3 122.0 12.0 117.8 97 76 See map for approximate location _8' 3 122.0 11.8 115.9 95 77 See map for approximate location -6' 3 122.0 11.6 116.5 96 Supplementary Report: At the client's request, ESNW rep was onsite to observe and test lock and load wall. Lock and Load Wall While onsite, rep observed wall contractor install the first tier of the lock and load wall. Rep observed contractor grade and place import gray 5/8" minus crushed recycled concrete in loose-6"--12" lifts. Rep observed contractor place geo-grid as per plan. Once lifts were placed, rep observed contractor use a medium sized plate compactor or a medium sized double drum roller for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (122.0 lbs./cu. ft.). ESNW rep(s) will return to observe earthwork activities when requested by client. 4-1-1. �-- Andrew Kimn, Senior Technician, 206-430-9183 Earth Solutions NW«r, 15365 NE 901h Street, Suite 100 Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 ESNW Rep AK Project No- 0895.06 Page 2/2 Report No. 78 Time On Site 7:45 AM; Time Off Site 8:15 AM; Date 11/20/19 Day of Week Wed www.esnw.com 11:15 AM; 12:30 PM; DAILY FIELD REPORT 2:45 PM 4:45 PM Travel Time Weather 1.25 Hr. RT 50s°F, Clear Project Name Job Location Client/Owner Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC Contractor #1 Contact Field Supervisor Reviewed Rino Construction Mike LAC Contractor #2 Contact Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No. Supplementary Report: 10 n # 74,75 E76, 77 $ *_ % f Earth Solutions NWLLC ESNRep. AK AK 15365 NE 901h Street, Suite 100 t - Hilt Redmond. WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 7:00 AM; www.esnw.com 8:15 AM; DAILY FIELD REPORT 1:15 PM Travel Time 1.25 Hr. RT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Project No. Page Report No. 0895.06 1/2 79 Time Off Site Date Day of Week 7:15 AM; Thursday 10:00 AM; 11/21/19 2:15 PM Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Weather 40s°F,Fog Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC A- �L�Z Project Manager Reviewed Ray Are approved plans/permits on site? Project No Permit No. Test Test Location Reference Maximum Fill Test % of Number ` 1 (see M pj " Elevation Compaction Dry Density Moisture Dry Density Maximum L 4. Curve (pcf) N (pcf) Dry Density 78 See map for approximate location -4' 1 3 122.0 12.4 117.0 g6 79 See map for approximate location f -4' 3 122.0 11.8 117.2 96 Supplementary Report: At the client's request, ESNW rep was onsite to observe and test lock and load wall. Lock and Load Wall While onsite, rep observed wall contractor install the first tier of the lock and load wall. Rep observed contractor grade and place import gray 5/8" minus crushed recycled concrete in loose—6"--12" lifts. Rep observed contractor place geo-grid as per plan. Once lifts were placed, rep observed contractor use a medium sized plate compactor or a medium sized double drum roller for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (122.0 lbs./cu. ft.). ESNW rep(-s`)�will return to observe earthwork activities when requested by client. i Andrew Kimn, Senior Technician, 206-430-9183 " Earth Solutions N fW LLC E Rep K AK 15365 NE 9011 Street, Suite 100 Redmond, WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 7:00 AM; www esnw.com 8:15 AM; DAILY FIELD REPORT 1:15 PM Travel Time 1.25 Hr. RT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Project No Page Report No 0895.06 2/2 79 Time Off Site . Date -- ...... . ..._..— .... Day of Week 7:15 AM; Thursday 10:00 AM; 11 /21 /19 2:15 PM Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact A� re approved plans/permits on site? Project No. Supplementary Report: Weather 40sOF,Fog Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager Reviewed Ray Permit No. Al 78 79 a Earth Solutions NW«C 15365 NE 901h Street, Suite 100 t t Redmond, WA 98052 Main (425) 449-4704 1 Fax (425) 449-4711 www.esnw.com DAILY FIELD REPORT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 ESNW Rep. Project No Page AK 0895.06 1/2 Time On Site Time Off Site Date 8:45 AM; 11:00 AM; 11 /22/19 12:00 PM 1:15 PM Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Report No. 80 Day of Week Friday Weather 40s°F, Overcast Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC IL�2 Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No Test Number Test Location (See Map) ak - Lj&>r 611) Elevation -2' -2' Reference I Maximum Compaction Dry Density Curve (pcf) 3 122.0 Fill Moisture (%) Test % of Dry Density Maximum (pcf) Dry Density 80 See map for approximate location 12.2 116.7 96 81 See map for approximate location 3 122.0 11.5 117.1 96 Supplementary Report: At the client's request, ESNW rep was onsite to observe and test lock and load wall, vault excavation and backfill. Lock and Load Wall While onsite, rep observed wall contractor install the first tier of the lock and load wall. Rep observed contractor grade and place import gray 5/8" minus crushed recycled concrete in loose—6"--12" lifts. Rep observed contractor place geo-grid as per plan. Once lifts were placed, rep observed contractor use a medium sized plate compactor or a medium sized double drum roller for compaction. Rep took compaction tests on fill and observed material to be adequate of at least 95% of its maximum dry density (122.0 lbs./cu. ft.). Rep observed the south slopes of the lock and load wall to be near vertical. Although over -steepened, slopes are stable in current configuration and stable to work within. Rep observed that contractor had covered the slopes with plastic sheeting to minimize stormwater on exposed surfaces. Rep collected sample proctor of the backfill material for the lock and load wall (Crushed recycled concrete). Rep met with ESNW manager, Scott, onsite to discuss and review the progress of the lock and load wall. Vault Excavation and Backfill Rep observed contractor working near or in the vault excavation. Rep observed south slopes of the excavation to be near vertical. Rep observed that the west slopes of the excavation were near a 1.5:1 (H:V) slope. Although over - steepened, slopes are stable in current configuration and stable to work within. Rep observed that contractor had covered the exposed slopes with plastic sheeting. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep will return to observe the conditions of the slopes while contractor is working in the excavation. ESNW rep w`iill return to observe earthwork activities when requested by client. f Andrew Kimn, Senior Technician, 206-430-9183 " Earth Solutions NW«C ESNW Rep. AK 15365 NE 90" Street, Suite 100 t Redmond. WA 98052 Time On Site Main (425) 449-4704 1 Fax (425) 449-4711 8:45 AM; www.esnw com 12:00 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Project Name Weatherly Inn Contractor #1 Rino Construction Contractor #2 Project No. Page Report No. 0895.06 2/2 80 Time Off Site Date Day of Week Friday 11:00 AM; 11/22/19 1:15 PM Job Location 4500 Talbot Rd. S., Renton, WA Contact Mike Contact Weather 40s°F, Overcast Client/Owner RJ Development, LLC Field Supervisor Reviewed LAC Project Manager Reviewed Ray Are approved plans/permits on site? Project No. Permit No