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HomeMy WebLinkAbout0895.06 DFR 41-45.pdfProject Name Weatherly Inn General Contractor Grading Contractor Rino Construction Earth Solutions I\IWLLc Field Rep. AK 1805 136th Place NE, FAX: Time On Site Suite 201 (425)449-4711Bellevue, WA 98005 TOLL FREE:8:30 AM: (425)449-4704 (866)366-8710 4:15 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod Are approved Plans/Permits onsite □YES □ NO Project No. Test Number 34 Test Location (Water Backfill) See map for approximate location Reference Elevation Compaction Curve SG 1 Project No. Page of 0895.06 1/2 Time Off Site Date 9:15 AM; 10/2/19 5:00 PM Weather 60s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. Maximum Dry Density lbs./cu.ft. 130.7 Fill Moisture % 12.3 Test Dry Density lbs./cu.ft. 124.8 Report No. 42 Day of Week Wednesday % of Maximum Dry Density 96 At the client's request, ESNW rep was onsite to observe and test water line backfill, vault excavation and earthwork activities. Water Line Backfill While onsite, rep observed contractor use a large excavator to excavate a water line (W5'xO7'). Rep observed contractor place an 8" ductile iron pipe in a 12" ductile casing at the toe of the trench. Rep observed contractor bedding the pipe in a 12" lift of pea gravel. Rep observed contractor place brown silty sand with gravel material in loose 12"- 18" lifts and compacting with a hoe pack. Rep took compaction tests on backfill and observed material to be adequate of at least 95% of its maximum dry density (130.7 lbs./cu. ft.). Vault Excavation Rep observed contractor grading the vault excavation to design elevation with a large excavator. Rep observed the south slope to be near vertical, the east and north slope to be 1: 1 (H:V) to a near 7' vertical toe, and the west slope to be (H:V) to a near 3' vertical toe. 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. Andrew Kimn, Field Technician, 206-430-9183 I COPYTO: CONTINUED ON NEXT PAGE i:gJ Project Name Weatherly Inn General Contractor Grading Contractor Rino Construction Earth Solutions NWuc Field Rep. AK 1805 1361h Place NE. FAX: Time On Site Suite 201 (425)449-4711 Bellevue, WA 98005 TOLL FREE :8:30AM; (425)449-4704 (866)366-8710 4:15 PM DAILY FIELD REPORT Travel Time 1.25 Hr. RT Job Location 4500 Talbot Rd. S., Renton, WA General Contractor's Superintendent Grading Foreman Rod Are approved Plans/Permits onsite □YES □ NO Project No. COPY TO: . •' - ._.,.r-:•-··-­.. __ � : i- •. r -·-�-�----�-�-. \,. Project No. Page of Report No. 0895.06 2/2 42 Time Off Site Date Day of Week 9:15 AM; 10/2/19 Wednesday 5:00 PM Weather 60s°F, Clear Client / Owner RJ Development, LLC Received Onsite By Checked By Permit No. CONTINUED ON NEXT PAGE □