HomeMy WebLinkAbout7945.04 E 2023 0915Earth Solutions NWLLC
15365 NE 90th Street, Suite 100
Redmond, WA 98052
Main (425) 449-4704 | Fax (425) 449-4711
www.esnw.com
FIELD REPORT
Project No. 7945.04 Page 1 of 3 Report ID 7945.04 E 2023 0915
Date Fri 9/15/2023 Weather 75°F Clear
Arrival/Departure Time(s) 10:45AM; 11:15AM Travel Time (hr) 1.0
Project Name Canopy Property
Location 413 Lincoln Ave NE, Renton
ESNW Rep. & Phone Willem Scherwin | 206 793 8569
Client Info/Contact Century Communities | Stacia Bloom
General Contractor Info/Contact
Contractor #2 Info/Contact
Reviewed By LAC
Initials/Date
RAC
Initials/Date Field Supervisor Project Manager
Limitations: The presence of our field representative at the site is to provide our client with a source of professional advice, opinions, and recommendations based upon the field representative’s observations and testing of the contractor’s work. Our services do not include supervision or direction of the contractor, their employees, or agents. Geotechnical recommendations for
obtaining project objectives may be made by our representatives; however, direction of the actual work should come from the owner or contractor, as appropriate. The contractor is responsible
for complying with the contract documents at all times, regardless of the presence of our field representative. Jobsite safety, including compliance with all applicable state or federal regulations,
is the sole responsibility of the contractor. The observations, recommendations, and conclusions provided in this field report are preliminary until reviewed by the ESNW project manager.
ESNW rep was onsite to observe proof roll of roadway.
Proof Roll Observation
ESNW rep was onsite to observe proof roll of road A. The contractor drove a full water truck slowly over
the roadway subgrade. ESNW rep observed two localized areas in need of over excavation. The
contractor should over excavate approximately 2’ deep into subgrade to place approximately 12” of
quarry spalls. Once the spalls are placed, bring the excavation up to grade with 1 ¼” minus crushed rock.
The remainder of the roadway subgrade was observed to be very dense, firm, unyielding, and suitable
for asphalt paving. ESNW rep will return to observe over excavation on Monday the 18th.
Report ID 7945.04 E 2023 0915 Page 2 of 3
Earth Solutions NW, LLC
Report ID 7945.04 E 2023 0915 Page 3 of 3
Earth Solutions NW, LLC
Areas of over
excavation