ENG ASPHALT COMPACTION REPORTEarth Solutions NW«C
I , 15365 NE 90" Street, Suite 100 FIELD REPORT
Redmond, WA 98052
Main (425) 449-4704 1 Fax (425) 449-4711
www.esnw.com
Project No. 5839.02 Page 1 of 3 Report ID 5839.02 E 2024 0627
Date Thu 6/27/2024 Weather 59°F Cloudy
Arrival/Departure Time(s) 7:30 PM — 10:45 PM Travel Time (hr) 0.75
Project Name Paradise Heights
Location 546 Paradise Lane, Edmonds
ESNW Rep. & Phone Hannah Huntington I Field Technician 1206.496.2281
Client Info/Contact Paradise Heights HLD, LLC I John Rettenmier
Reviewed By LAC L4KZ` HTW
Field Supervisor Initials/Date Project Manager Initials/Date
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 Feld 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 Feld representative. Jobsite safety, including compliance with all applicable state orfederal 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.
As requested, ESNW rep was onsite to observe and test compaction of paving along Edmonds Way.
Edmonds Way Paving — Density Testing:
ESNW rep observed a pavement grinder remove a small rectangular patch of asphalt along Edmonds
Way. The asphalt contractor then paved over the patch and paved the adjacent driveway that is
connected to home address 541 Edmonds Way. The asphalt came out of Everett with a provided RICE
value of 155.6. ESNW rep used infrared thermometer to measure the temperature of the asphalt and
found that it was 285°F.
A small vibratory plate compactor and a large double barrel vibratory drum roller were used to compact
the asphalt. Density test results indicate adequate compaction of at least 92% of the RICE value
at the tested locations.
ESNW rep will return if requested.
Please see the table, map, and images below.
Test
Number
Test Location
Elevation
Rice Value
(pcf)
Test Density
(pcf)
% of
Rice Value
1
541 Edmonds Way Home Driveway
541 Edmonds Way Home Driveway
541 Edmonds Way Home Driveway
FG
155.6
142.7
92
2
FG
155.6
143.2
92
3
FG
155.6
142.5
92
4
Edmonds Way Rectangular Patch
FG
155.6
144.0
93
5
Edmonds Way Rectangular Patch
FG
155.6
143.0
92
Report ID 5839.02 E 2024 0627
Page 2 of 3
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