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Home My WebLink About0895.06 DFR 157-161.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: April 2, 2020 401 Central Street SE ESNW No.: ES- 895.06 Olympia, WA 98501 Project: Weatherly Inn Attn: Mr. Duane Meyer Email: duane@accrete.build No. of Copies Date Description 1 3/19-3/24/20 Daily Field Report(s) # 157-161 Comments: CC: 1: John Wilson ATTN: johnw@rinocon.com 2: Mark Richardson ATTN: mark@accrete.build 3: Jeff Brain ATTN: jeff@accrete.build 4: Jennifer Vogele ATTN: jennifer@accrete.build 5: Jonathan Chavez ATTN: jchavez@rentonwa.gov 6: Joe W ATTN: joew@accrete.build 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 0895.06 157 Time On Site Time Off Site Date Day of Week 11:00 AM 3:30 PM 3/19/20 Thursday Travel Time Weather 1.00Hr. RT 40s, 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: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 12” lifts and compacted with a jumping jack or a hoe pack when able. Rep took compaction tests on backfill and observed material to be adequate (at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment) (Fig 1) (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/3 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 0895.06 157 Time On Site Time Off Site Date Day of Week 11:00 AM 3:30 PM 3/19/20 Thursday Travel Time Weather 1.00Hr. RT 40s, 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. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 144 See map for approximate location -2 SG 2 125.7 21.5 119.1 95 145 See map for approximate location -2 SG 2 125.7 20.1 119.0 95 146 See map for approximate location -2 SG 2 125.7 19.5 119.6 95 147 See map for approximate location -2 SG 2 125.7 19.9 121.2 96 148 See map for approximate location SG 2 125.7 20.6 120.6 96 149 See map for approximate location SG 2 125.7 18.7 119.2 95 150 See map for approximate location SG 2 125.7 19.1 118.7 95 151 See map for approximate location SG 2 125.7 20.2 122.3 97 2/3 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 0895.06 157 Time On Site Time Off Site Date Day of Week 11:00 AM 3:30 PM 3/19/20 Thursday Travel Time Weather 1.00Hr. RT 40s, 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. Fig. 1 Approximate location of compaction tests on footing backfill CTB material 146 145 144 147 14 149 150 151 3/3 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 0895.06 158 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/20/20 Friday Travel Time Weather 1.00Hr. RT 40s, 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: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix (Fig 1). Rep observed contractor place 12” lifts and compacted with a jumping jack or a hoe pack when able. Rep took compaction tests on backfill and observed material to be adequate (at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment) (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 Fig. 1 Contractor placing 5/8’’ crushed rock and geotextile along wall before backfilling with CTB 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 0895.06 158 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/20/20 Friday Travel Time Weather 1.00Hr. RT 40s, 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. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 152 See map for approximate location -4 SG 1 130.7 18.9 125.9 96 153 See map for approximate location -4 SG 1 130.7 21.1 125.4 96 154 See map for approximate location -2 SG 1 130.7 17.5 126.2 96 155 See map for approximate location -2 SG 1 130.7 19.3 128.5 98 156 See map for approximate location SG 1 130.7 20.2 127.0 97 157 See map for approximate location SG 1 130.7 19.7 124.8 95 Fig. 2 Approximate location of compaction tests on footing backfill CTB material 2/2 153 154 155 156 157 152 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 0895.06 159 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/23/20 Monday Travel Time Weather 1.00Hr. RT 40s, 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: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix (Fig 1). Rep observed contractor place 12” lifts and compacted with a jumping jack or a hoe pack when able. Rep took compaction tests on backfill and observed material to be adequate (at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment) (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/3 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 0895.06 159 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/23/20 Monday Travel Time Weather 1.00Hr. RT 40s, 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. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 158 See map for approximate location -10 SG 1 130.7 20.4 126.0 96 159 See map for approximate location -10 SG 1 130.7 19.7 129.1 98 160 See map for approximate location -10 SG 1 130.7 16.9 130.0 98 161 See map for approximate location -8 SG 1 130.7 18.3 125.1 95 162 See map for approximate location -8 SG 1 130.7 17.8 126.8 97 163 See map for approximate location -8 SG 1 130.7 19.5 124.9 95 164 See map for approximate location -6 SG 1 130.7 20.0 129.2 98 165 See map for approximate location -6 SG 1 130.7 21.6 128.7 98 166 See map for approximate location -6 SG 1 130.7 21.4 126.0 96 167 See map for approximate location -4 SG 1 130.7 15.7 127.8 97 168 See map for approximate location -4 SG 1 130.7 19.2 127.3 97 169 See map for approximate location -4 SG 1 130.7 18.9 124.6 95 170 See map for approximate location -2 SG 1 130.7 17.8 126.9 97 171 See map for approximate location -2 SG 1 130.7 20.2 129.0 98 172 See map for approximate location -2 SG 1 130.7 21.2 128.2 98 2/3 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 0895.06 159 Time On Site Time Off Site Date Day of Week 11:00 AM 3:00 PM 3/23/20 Monday Travel Time Weather 1.00Hr. RT 40s, 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. Fig. 2 Approximate location of compaction tests on footing backfill CTB material Area of compaction tests 158-172 3/3 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 0895.06 160 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 3/24/20 Tuesday Travel Time Weather 1.00Hr. RT 40s, 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: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel material. Rep observed contractor treat native material with a 3% cement mix (Fig 1). Rep observed contractor place 12” lifts and compacted with a jumping jack or a hoe pack when able. Rep took compaction tests on backfill and observed material to be adequate (at least 95% of its maximum dry density that was adjusted based on calculations with the cement treatment) (133.1 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/3 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 0895.06 160 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 3/24/20 Tuesday Travel Time Weather 1.00Hr. RT 40s, 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. Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 173 See map for approximate location -9 SG 2 133.1 20.3 130.1 97 174 See map for approximate location -9SG 2 133.1 19.6 129.3 97 175 See map for approximate location -9 SG 2 133.1 17.8 128.9 96 176 See map for approximate location -7 SG 2 133.1 20.7 126.8 95 177 See map for approximate location -7 SG 2 133.1 19.2 127.1 95 178 See map for approximate location -7 SG 2 133.1 19.3 126.2 95 179 See map for approximate location -5 SG 2 133.1 20.1 131.0 98 180 See map for approximate location -5 SG 2 133.1 19.6 128.4 96 181 See map for approximate location -3 SG 2 133.1 19.0 127.7 95 2/3 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 0895.06 160 Time On Site Time Off Site Date Day of Week 11:00 AM 12:30 PM 3/24/20 Tuesday Travel Time Weather 1.00Hr. RT 40s, 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. Fig. 2 Approximate location of compaction tests on footing backfill CTB material 173 174 175 176 177 178 179 180 181 3/3 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 0895.06 161 Time On Site Time Off Site Date Day of Week 11:00 AM 12:00 PM 3/24/20 Tuesday Travel Time Weather 1.00Hr. RT 40s, 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: At the client’s request, ESNW rep was onsite to observe cut slopes and test footing backfill. Cut Slopes While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep observed that the east slopes of the excavation were near a 0.75:1 (H:V) slope. Although over-steepened, slopes are stable in current configuration and stable to work within. The contractor is responsible for providing all safety measures in accordance with state and federal regulation. Rep observed that contractor had sloped the southeast corner of the footing excavation to a 1:1 (H:V). Footing Backfill No footing backfill or compaction was in progress onsite. ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 1/1