HomeMy WebLinkAbout20200325122706.pdfTo
Ea I-th
S�� I trti�o I]
Earth Solutions NW, LLC
LETTER OF TRANSMITTAL
RJ Development Date: March 25, 2020
401 Central Street SE ESNW No.: ES- 895.06
Olympia, WA 98501 Project: Weatherly Inn
Attn: Mr. Duane Meyer
I :mail: duane rr,accrete.build
No. of
ua ies uate uescri tion
1 1 3/14-3/17/20 Daily Field Reoort(s) # 153-155
Comments:
CC:
1:
John Wilson
ATTN:
johnw@rinocon.com
2:
Mark Richardson
ATTN:
niark@accrete.bui[d
3:
Jeff Brain
ATTN:
jeff@accrete. build
4-
Jennifer Vogele
ATTN.
Jennifer accrete. build
5
Jonathan Chavez
ATTN:
jchavez@rentonwa qov
6:
Joe W
ATTN_
joew@accrete build
Transmitted By: Earth Solutions NW, LLC
PM: Scott Riegel, L.G., L.E.G.
15365 NE 90th Street, Suite 100 Redmond, WA 98052
(425) 449-4704 FAX (425) 449-4711
Earth Solutions NWLLc
t 15365 NE 90" Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www.esnw com
DAILY FIELD REPORT
Project Name
Weatherly Inn
Contractor #1
Rino Construction
Contractor #2
ESNW Rep. Project No. Page Report No
AK 0895.06 1/ 1153 JI
Time On Site Time Off Site Date ,t Day of Week
12:45 PM 4:15 PM 3/14/20 Saturday
Travel Time Weather f
1.25 Hr. RT 40s°F, Clear
Job Location
4500 Talbot Rd. S., Renton, WA
Contact
Mike
Contact
Client/Owner
RJ Development, LLC
Field Supervisor
LAC
Project Manager
Ray
Are approved plans/permits on site? Project No Permit No.
Supplementary Report:
Reviewed
4"1/x5
At the client's request, ESNW rep was onsite to observe or test cut slopes, footing backfill and earthwork activities.
Cut Slopes
While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep
observed that the east 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. Rep observed that contractor had sloped the southeast
corner of the footing excavation to a 1:1 (H:V).
Footing Backfill
Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel
material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 8"-
8" lifts and compaction with a jumping jack. Rep took compaction tests on backfill and observed material to be
adequate of at least 95% of its maximum dry density that was adjusted based t
treatment (130.7 lbs./cu. ft.).
ESNW
'`�rep will
^return to observe earthwork activities when requested by client
f `
Andrew Kimn, Senior Technician, 206-430-9183
Earth Solutions NWLLc
15365 NE Street, Suite 100
Redmond,n WA 98052
ESNW Rep.
AK
Project No.
0895.06
Page
2/2
Report No.
153
Time On Site Time Off Site
Date
Da Y of Week
Main (425) 449-4704 1 Fax (425) 449-4711
Saturday
www esnw com
12:45 PM 4:15 PM
3/14/20
DAILY FIELD REPORT
Travel Time
Weather
1.25 Hr. RT
40s°F, Clear
Project Name
Weatherly Inn
Job Location
4500 Talbot Rd. S., Renton, WA
Client/Owner
RJ Development, LLC
Contractor #1
Rino Construction
Contact
Mike
Field Supervisor
LAC
Reviewed
Contractor #2
Contact
Project Manager
Ray
Reviewed
Are approved plans/permits on site?
Project No.
Permit No.
Test
Test Location
Reference
Maximum
± Fill Test
% of
Number
(Footing Backfill) Elevation
Compaction
Dry Density
' Moisture Dry Density
Maximum
i Curve
(pcf)
(/o) (pcf)
Dry Density
138
See map for approximate location
SG
1
130.7
24.3 123.6
95
139
See map for approximate location
SG
1
130.7
22.8
23.7
124.1
f 123.9
95
140
See map for approximate location
SG
1
130.7
95
138
139 14Q
..,
t
Earth Solutions NW«C
15365 NE 90" Street, Suite 100
Redmond, WA 98052
ESNW Rep.
AK
Project No.
0895.06
Page
1/1
Report No.
154
Time On Site
Time Off Site
Date
Day of Week
Main (425) 449-4704 1 Fax (425) 449-4711
Monday
www.esnw.com
11:30 AM
12:15 PM
3/16/20
DAILY FIELD REPORT
Weather
Travel Time
1.25 Hr. RT
I 40s°F, Clear
Project Name
Job Location
Client/Owner
Weatherly Inn
4500 Talbot Rd.
S., Renton, WA
RJ Development, LLC
Contractor #1
Rino Construction
Contractor #2
Are approved plans/permits on site?
Supplementary Report:
Contact Field Supervisor Reviewed
Mike LAC-s�=S
Contact Project Manager Reviewed
Ray
Project No. Permit No
At the client's request, ESNW rep was onsite to observe or test cut slopes, footing backfill and earthwork activities.
Cut Slopes
While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep
observed that the east 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. Rep observed that contractor had sloped the southeast
corner of the footing excavation to a 1:1 (H:V).
Footing Backfill
Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel
material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 8%
8" lifts and compaction with a jumping jack. Rep will return to take compaction tests as needed.
Rep also observed contractor place a 6" lift of pea gravel over the footing subgrade. Contractor expressed plans
to continue backfilling footing and placing pea gravel.
ESNW rep will return to observe earthwork activities when requested by client
4-J-1 il
Andrew Kimn, Senior Technician, 206-430-9183
Earth Solutions NW«C ESNW Rep. Project No. Page Report No.
15365 NE 901h Street, Suite 100 AK 0895.06 1/2 155—
Redmond. WA 98052 F245
On Site Time Off Site Date Day of Week
10iMain (425) 449-4704 1 Fax (425) 449-4711 Tuesday
www.esnw.com PM 3:30 PM 3/17/20
DAILY FIELD REPORT Travel Time Weather
1.25 Hr. RT 40s0F, Clear
Project Name Job Location Client/Owner
Weatherly Inn 4500 Talbot Rd. S., Renton, WA RJ Development, LLC
Contractor #1 Contact I Field Supervisor Reviewed l
Rino Construction Mike LACE/2S
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 or test cut slopes, footing backfill, building slab subgrade
and earthwork activities.
Cut Slopes
While onsite, rep observed south slopes of the cut slopes to be near vertical and covered in plastic sheeting. Rep
observed that the east 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. Rep observed that contractor had sloped the southeast
corner of the footing excavation to a 1:1 (H:V).
Footing Backfill
Rep observed contractor use a medium sized excavator to mix and cement treat native brown silty sand with gravel
material. Rep observed contractor treat native material with a 3% cement mix. Rep observed contractor place 8%
8" lifts and compaction with a jumping jack. Rep took compaction tests on backfill and observed material to be
adequate of at least 95% of its maximum dry density that was adjusted based on calculations with the cement
treatment (130.7 lbs./cu. ft.).
Building Slab Subgrade
Rep observed contractor placing a 6"---8" lift of pea gravel over the building slab subgrade and covering with
vapor barrier. Rep used a V steel t-probe and observed slab subgrade to be very dense, firm, unyielding and
suitable for proposed building slab.
ESNW rep will return to observe earthwork activities when requested 1
4-" �_
Andrew Kimn, Senior Technician, 206-430-9183
,. Earth Solutions NWLLC
t 1 15365 NE 901' Street, Suite 100
GIII Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www.esnw.com
DAILY FIELD REPORT
Project Name
Weatherly Inn
Contractor #1
Rino Construction
Contractor #2
ESNW Rep. Project No. Page
AK 089! 1 2/2
Time On Site Time Off Site I Date
2:45 PM ; 3:30 PM 1 3/17/20
Travel Time
1.25 Hr. RT
Job Location
4500 Talbot Rd. S., Renton, WA
Contact
Mike
Contact
Report No.
155
Day of Week
Tuesday
Weather
40s°F, Clear
Client/Owner
RJ Development, LLC
Field Supervisor Reviewed
LAC
Project Manager Reviewed
Ray
Are approved plans/permits on site? Project No Permit No.
Test Test Location Reference Maximum Fill Test % of
Number (Footing Backfill) Elevation Compaction Dry Density Moisture Dry Density Maximum
Curve (pcf) N (pcf) Dry Density
141 See map for approximate location SG 1 130.7 23.5 124.2 95
142 See map for approximate location SG 1 130.7 23•1 123.6 95
143 See map for approximate location SG 1 130.7 24•2 123.9 95
3 � +
7
4 `l• it r^ rr
� I
■w
. - ' ' •. --,:.a rrir ��s.. - .� • _ _� �� .. ter, » .� ..•+.►�