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:
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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 □