HomeMy WebLinkAbout0895.06 DFR 230&231.pdf
Earth 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 6, 2021
401 Central Street SE ESNW No.: ES- 895.06
Olympia, WA 98501 Project: Weatherly Inn
Attn: Mr. Jeff Bennett
Email: jeffb@accrete.build
No. of
Copies Date Description
1 3/31-4/2/21 Daily Field Report(s) # 230 & 231
Comments:
CC:
1: Mark Richardson ATTN: mark@accrete.build
2: Jennifer Vogele ATTN: jennifer@accrete.build
3: Jonathan Chavez ATTN: jchavez@rentonwa.gov
4: Joe W ATTN: joew@accrete.build
5: ATTN:
6: ATTN:
7: ATTN:
8: ATTN:
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 0895.06 300
Time On Site Time Off Site Date Day of Week
2:15 PM 2:45 PM 3/31/21 Wednesday
Travel Time Weather
1.00Hr. RT 50s, Clear
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact Field Supervisor Reviewed
Johannsen Brad 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 and test stormwater trench backfill at the Weatherly Inn
development.
Stormwater Trench Backfill:
EDSNW rep arrived onsite and observed contractor backfilling a 3.5’ deep stormwater trench. Stormwater line
consisted of 12’’ corrugated ABS stormwater line bedded in 5/8’’ minus crushed rock East of main building. Line
run was between CB#4 and CB#24, and backfilled with 1 1/4’’ minus recycled crushed concrete compacted in
12’’ lifts to grade with a hoe pack. ESNW rep used a ½’’ steel T-probe and found the subgrade to be suitably
dense, firm, and unyielding. ESNW rep observed that the contractor had achieved minimum compaction
standards of 95% or greater in tested locations. ESNW rep will return as requested to continue observation
and testing of further earthwork activities.
Fig. 1: Crushed recycled concrete stormwater trench backfill between CB#4 and CB#24.
Jackson Lundgren, G.I.T.
Senior Field Technician
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
Time On Site Time Off Site Date Day of Week
2:15 PM 2:45 PM 3/31/21 Wednesday
Travel Time Weather
1.00Hr. RT 50s, Clear
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact Field Supervisor Reviewed
Johannsen Brad LAC
Contractor #2 Contact Project Manager Reviewed
SSR
Are approved plans/permits on site?Project No.Permit No.
Test Number Test Location
(stormwater
trench backfill) Elevation Reference
Compaction
Curve
Maximum Dry
Density (pcf) Fill Moisture
(%) Test
Dry Density
(pcf)
% of Maximum
Dry Density
290 See map -1’ SG 9 127.7 7.6 122.9 96
291 See map -1’ SG 9 127.7 6.5 123.1 96
Fig. 2 Approximate location of compaction tests 290-291 on stormwater trench backfill East of main building.
2/2
290
291
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 0895.06 301
Time On Site Time Off Site Date Day of Week
12:45 PM 1:15 PM 4/2/21 Friday
Travel Time Weather
1.00Hr. RT 50s, Clear
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact Field Supervisor Reviewed
Johannsen Brad 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 and test stormwater trench backfill at the Weatherly Inn
development.
Stormwater Trench Backfill:
EDSNW rep arrived onsite and observed contractor backfilling a 4’ deep stormwater trench. Stormwater line
consisted of 12’’ corrugated ABS stormwater line bedded in 5/8’’ minus crushed rock East of main building. Line
run was between CB#24, CB#5 and CB#6, and backfilled with 1 1/4’’ minus recycled crushed concrete
compacted in 12’’ lifts to grade with a hoe pack. ESNW rep used a ½’’ steel T-probe and found the subgrade to
be suitably dense, firm, and unyielding. ESNW rep observed that the contractor had achieved minimum
compaction standards of 95% or greater in tested locations. ESNW rep will return as requested to continue
observation and testing of further earthwork activities.
Fig. 1: Crushed recycled concrete stormwater trench backfill between CB#4 and CB#24.
Jackson Lundgren, G.I.T.
Senior 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 0895.06 301
Time On Site Time Off Site Date Day of Week
12:45 PM 1:15 PM 4/2/21 Friday
Travel Time Weather
1.00Hr. RT 50s, Clear
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact Field Supervisor Reviewed
Johannsen Brad LAC
Contractor #2 Contact Project Manager Reviewed
SSR
Are approved plans/permits on site?Project No.Permit No.
Test Number Test Location
(Stormwater
trench backfill) Elevation Reference
Compaction
Curve
Maximum Dry
Density (pcf) Fill Moisture
(%) Test
Dry Density
(pcf)
% of Maximum
Dry Density
292 See map SG 9 127.7 8.2 123.1 96
293 See map -1’ SG 9 127.7 7.3 121.9 95
294 See map -2’ SG 9 127.7 6.9 122.8 96
Fig. 2: Approximate location of compaction tests 292-294 on stormwater trench backfill East of main building.
2/2
294
293
292