HomeMy WebLinkAbout0895.06 DFR 185&186.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: July 6, 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 6/1-6/3/20 Daily Field Report(s) # 185 & 186
Comments:
CC:
1: John Wilson ATTN: johnw@rinocon.com
2: Mark Richardson ATTN: mark@accrete.build
3: Jeff Bennett ATTN: jeffb@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 0895.06 185
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