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Home My WebLink About0895.06 DFR 180-190.pdfEarth 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 0895.06 180 Time On Site Time Off Site Date Day of Week 10:00 AM 10:45 AM 5/22/20 Friday Travel Time Weather 1.00Hr. RT 60s, Overcast 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 SSR Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing backfill and slope stability. Footing Excavation Rep observed contractor backfill with 3’ of crushed rock and native brown silty sand with gravel material. While onsite, rep used a ½” steel t-probe and observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed footing. Rep observed 1’ lifts of native material compacted with a hoe pack and jumping jack to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north 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 ESNW rep will return to observe earthwork activities when requested by client Fig 1. 8’x8’x12’ footing backfilled with 3’ of crushed rock and native material Jackson Lundgren 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 0895.06 180 Time On Site Time Off Site Date Day of Week 10:00 AM 10:45 AM 5/22/20 Friday Travel Time Weather 1.00Hr. RT 60s, Overcast 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 SSR Are approved plans/permits on site?Project No.Permit No. Test Number Test Location (See Map) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density Footing Backfill Testing 186 See Map -6’ SG 5 133.1 10.11 127.2 95 187 See Map -6’ SG 5 133.1 9.85 126.1 95 188 See Map -4’ SG 5 133.1 8.96 129.8 97 189 See Map -4’ SG 5 133.1 11.30 126.8 95 190 See Map -2’SG 5 133.1 9.74 128.3 96 191 See Map -2’SG 5 133.1 10.34 127.6 95 192 See Map SG 5 133.1 10.26 128.6 96 Fig. 2 Approximate location of compaction tests 186-192 on footing backfill Tests 186-192 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 0895.06 181 Time On Site Time Off Site Date Day of Week 11:30 AM 12:30 PM 5/26/20 Tuesday Travel Time Weather 1.00Hr. RT 50s, Overcast 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 SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe stormwater line subgrade and slope stability. Stormwater Excavation: ESNW rep observed contractor excavating the stormwater trench to a depth of 3’ for a length of approximately 50’ of 12’’ stormwater line in the center of the property. Rep used a ½’’ steel T-Probe to observe soil conditions at the base of the trench. Soil conditions were observed to be very dense, firm, unyielding, and suitable for support of the stormwater line. The contractor relayed that the trench will be backfilled with approximately 18’’ of pea gravel and then 1’ lifts of import/ native material compacted with a hoe pack and jumping jack to grade. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north 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 ESNW rep will return to observe earthwork activities when requested by client Fig 1. Stormwater line excavation Jackson Lundgren Field Technician 206-468-0991 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 0895.06 182 Time On Site Time Off Site Date Day of Week 12:45 PM 1:30 PM 5/27/20 Wednesday Travel Time Weather 1.00Hr. RT 60s, Sun 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 SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe stormwater line subgrade and slope stability. Stormwater Excavation: ESNW rep observed contractor continuing to excavate the stormwater trench to a depth of 3’ for a length of approximately 50’ of 12’’ stormwater line in the center of the property. Rep used a ½’’ steel T- Probe to observe soil conditions at the base of the trench. Soil conditions were observed to be very dense, firm, unyielding, and suitable for support of the stormwater line. The contractor relayed that the trench will be backfilled with approximately 18’’ of pea gravel and then 1’ lifts of import/ native material compacted with a hoe pack and jumping jack to grade. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north 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 ESNW rep will return to observe earthwork activities when requested by client Fig 1. Stormwater line excavation Jackson Lundgren Field Technician 206-468-0991 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 0895.06 183 Time On Site Time Off Site Date Day of Week 1:00 PM 2:00 PM 5/28/20 Thursday Travel Time Weather 1.00Hr. RT 60s, Sun 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 SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe sewer subgrade and slope stability. Sewer Excavation: ESNW rep observed contractor continuing to excavate the sewer trench to a depth of 3’ for a length of approximately 100’ of 8’’ sewer line on the east side of the property. Rep used a ½’’ steel T-Probe to observe soil conditions at the base of the trench. Soil conditions were observed to be very dense, firm, unyielding, and suitable for support of the sewer line. The contractor relayed that the trench will be backfilled with approximately 18’’ of pea gravel and then 1’ lifts of import/ native material compacted with a hoe pack and jumping jack to grade. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north 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 ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 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 0895.06 184 Time On Site Time Off Site Date Day of Week 1:00 PM 2:15 PM 5/29/20 Friday Travel Time Weather 1.00Hr. RT 60s, Rain 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 SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing backfill and slope stability. Footing Backfill: Soil conditions along the cast-in-place wall along the North margin of the building were too wet to attain adequate compaction. The fill should be re-evaluated and tested at a later date after the moisture conditions have improved. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north 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 ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren Field Technician 206-468-0991 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 0895.06 185 Time On Site Time Off Site Date Day of Week 1:30 PM 2:30 PM 6/1/20 Monday Travel Time Weather 1.00Hr. RT 60s, Sun 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 SSR Are approved plans/permits on site?Project No.Permit No. Fig. 2 Approximate location of compaction tests on footing backfill Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing backfill and slope stability. Footing Excavation ESNW Rep observed contractor excavating trenches for cast in place walls footings. Rep observed contractor backfill with native brown silty sand with gravel material. While onsite, rep used a ½” steel t-probe and observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed footing. Rep observed 1’ lifts of native material compacted with a hoe pack and jumping jack to grade. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north 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 ESNW rep will return to observe earthwork activities when requested by client Fig 1. Footing excavation for cast in place walls Jackson Lundgren Field Technician 206-468-0991 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 0895.06 186 Time On Site Time Off Site Date Day of Week 10:30 AM 11:30 PM 6/3/20 Wednesday Travel Time Weather 1.00Hr. RT 60s, Sun 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 SSR Are approved plans/permits on site?Project No.Permit No. Supplementary Report: At the client’s request, ESNW rep was onsite to observe footing backfill and slope stability. Footing Excavation ESNW Rep observed contractor excavating trenches for cast in place walls footings. Rep observed contractor backfill with native brown silty sand with gravel material. While onsite, rep used a ½” steel t-probe and observed the footing subgrade to be very dense, firm, unyielding, and suitable for support of the proposed footing. Rep observed 1’ lifts of native material compacted with a hoe pack and jumping jack to grade. ESNW rep observed that the contractor had achieved minimum compaction standards of 95% or greater in areas tested. Cut Slopes While onsite, rep observed slopes of the cut slopes to be near vertical. Rep observed that the north 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 ESNW rep will return to observe earthwork activities when requested by client Jackson Lundgren 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 0895.06 186 Time On Site Time Off Site Date Day of Week 10:30 AM 11:30 PM 6/3/20 Wednesday Travel Time Weather 1.00Hr. RT 60s, Sun 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 SSR Are approved plans/permits on site?Project No.Permit No. 2/2 Test Number Test Location (Footing Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density 186 See map -1’ SG 5 133.1 8.21 127.1 95 187 See map -1’ SG 5 133.1 7.29 126.8 95 188 See map -1’ SG 5 133.1 8.69 129.2 96 189 See map SG 5 133.1 9.05 127.5 95 190 See map SG 5 133.1 7.55 128.1 95 191 See map SG 5 133.1 8.11 128.2 95 Fig. 1 Approximate location of compaction tests 186-191 on footing backfill 186-191 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. AK 0895.06 Time On Site Time Off Site Date Day of Week 12:45 PM 2:45 PM 6/9/20 Tuesday Travel Time Weather 1.25 Hr. RT 60soF, Rain 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 water line bypass excavation & backfill. Water Line Bypass Excavation and Backfill While onsite, rep observed contractor use a large vac truck to excavate the previously backfilled water line bypass located at the southeast corner of the site. Rep observed the vac truck excavating material located south of th e top tier of rockery. Contractor was observed excavating -16.5’ approximately. Contractor expressed plans to continue excavation of the pipe backfill to -18’. Rep will return tomorrow, to observe or test the backfill of the water line bypass as needed. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 1/1 7 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. AK 0895.06 Time On Site Time Off Site Date Day of Week 11:30 AM 2:00 PM 6/10/20 Wed Travel Time Weather 1.25 Hr. RT 60soF, Overcast 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 water line bypass excavation & backfill. Water Line Bypass Excavation and Backfill While onsite, rep observed contractor use a large vac truck to excavate the previously backfilled water line bypass located at the southeast corner of the site. Rep observed the vac truck excavating material located south of the top tier of rockery. Contractor was observed excavating -18’ approximately. Contractor expressed plans to continue excavation of the pipe backfill to 18.5’-19’. Rep observed contractor using boards and shoring pumps to install temporary shoring. Rep will return tomorrow, to observe or test the b ackfill of the water line bypass as needed. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 1/1 188 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. AK 0895.06 Time On Site Time Off Site Date Day of Week 11:00 AM 2:30 PM 6/11/20 Thursday Travel Time Weather 1.25 Hr. RT 40soF, 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 and test the water line bypass and excavation backfill Water Line Bypass Excavation and Backfill While onsite, rep observed contractor that contractor had reinstalled the water line bypass located at the southeast corner of the site. Rep observed contractor using boards and shoring pumps to install temporary shoring. Rep observed contractor remove temporary shoring, place a 3’ fill of pea gravel at -10’ due to the space constraints of the area. Rep observed that area around the excavation was at the third tier of the rockery wall. Rep observed contractor then place 12”-18” lifts of uncompacted native material and compact with a hoe pack. Rep took compaction tests and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 1/2 189 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. AK 0895.06 Time On Site Time Off Site Date Day of Week 11:00 AM 2:30 PM 6/11/20 Thursday Travel Time Weather 1.25 Hr. RT 40soF, 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 (Water Bypass Backfill) Elevation Reference Compaction Curve Maximum Dry Density (pcf) Fill Moisture (%) Test Dry Density (pcf) % of Maximum Dry Density See map for approximate location -8’1 130.7 12.0 124.6 95 See map for approximate location -6’1 130.7 11.3 123.7 95 See map for approximate location -4’1 130.7 10.8 124.0 95 See map for approximate location -2’1 130.7 11.2 123.8 95 2/2 186 187 188 189 186-189 189 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. AK 0895.06 190 Time On Site Time Off Site Date Day of Week 11:00 AM 1:00 PM 6/12/20 Friday Travel Time Weather 1.25 Hr. RT 50soF, Rain 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 footing excavations and earthwork activities. Footings Excavations While onsite, rep observed contractor use a medium sized excavator to excavate and the building footings. Rep observed contractor place a 3”-4” lift of 1 ¼” minus crushed rock for the footing subgrade to increase stability during wall construction. Rep used a ½” steel t-probe and observed the subgrade to be very dense, firm, unyielding, and suitable for support of the proposed footings. ESNW rep will return to observe earthwork activities when requested by client Andrew Kimn, Senior Technician, 206-430-9183 1/1