ENG COMPACTION REPORT 11.1.21_ &ASSOCIATES, INC.
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
November 2, 2021
Ms. Kendra Leeman (E-Mail)
A-1 LANDSCAPING & CONSTRUCTION INC.
20607 SR 9 SE
Snohomish, WA 98296
RE: CONSTRUCTION TESTING AND INSPECTION
Kisan Edmonds Way
22810 Edmonds Way
Edmonds, Washington
Dear Mr. Leeman,
KA No. 096-21521
In accordance with your request and authorization, our firm performed construction testing and inspection
for the above -referenced project. The sampling and testing was performed by our inspectors and reports
are included.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted,
;KR7AZA;N& TES, INC.
eZ
Corbett W. Mercer
Project Manager/Lab Manager
Pacific Northwest Division
CWM/lkj
4303 198" Street SW, Lynnwood, Washington 98036 • (425) 485-5519 • FAX (425) 485-6837
With Offices Serving the Western United States
09621521 DFR
_ Page 1 of 1
&Associates,Inc.
Geotechnical Engineering • Environmental Engineering
Construction Testing and Inspection
Field
Report NO.: 09621521DFR1112021AL
DATE: 11/1/2021 Set Count: CONTRACTOR: Al Landscape
PROJECT #: 09621521 PERMIT #:
PROJECT: Kisan Townhomes INSPECTOR: Amelia Leo
LOCATION: 22810 Edmonds Wav JURISDICTION: City of Edmonds
KA P.M.: JM WEATHER: Cloud TEMP: 48° F
A Krazan representative visited the project site today to test the compaction of aggregate fill.
Upon arrival on site, the representative met with the contractor to discuss locations for testing and other relevant
information about the aggregate in place. There was one (1) requested location for testing: the NW corner of the
site extending into the main road (Edmonds Way). The location was approximately 6-ft below the base of the
surrounding asphalt road on a 6" layer of 1 '/-in aggregate from CalPortland. The contractor provided a proctor for
the material used as fill. A total of one (1) nuclear gauge tests were taken at a depth of approximately 6-in, and the
results met or exceeded the minimum required 95% compaction. Site photos are attached below.
See soil compaction report no. 09621521 SCR1112021AL for additional details on nuclear gauge tests.
Site Photos
Offices Serving the Western United States
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Kraaan & Associates. This report
indicates our inspectors observation and testing results based on site conditions and contractor activities. This information is subject to review prior to foul submittal. By signing this report, our inspector does not accept
responsibility for validity of results. The same information has been provided by others on site. The test results apply only to the specific locations, and items inspected or tested.
COMPACTION
qMJS6pan& Ass ociate s,Inc. REPORT NO.:
Geotechnical Engineering - Environmental Engineering
Construction Testing and Inspection
09621521SCR110121-AL
DATE: 11/1/2021 CONTRACTOR: Al Landscape
PROJECT M 09621521 PERMIT #:
PROJECT: Kisan Townhomes INSPECTOR: Amelia Leong
LOCATION: 22810 Edmonds Wav JURISDICTION: City of Edmonds
KA P.M.: JM WEATHER: Cloudy TEMP: 48
[ASTM D 938UCLEAR ENSOMETER SANDCONE ❑ ASTM D115 6 ❑ OTHER
LOCATION MAP
O Paved Areas:
O Building Pad(s)
O Utility:
0 Other:
Unified Soils Maximum Dry Optimum
Curve Classification or Description Density / Rice Moisture
A 11 1/4-in minus 136.0
MODE & DENSITY REQUIRED
TEST ELEVATION LOCATION CURVE DEPTH (PCF) MOISTURE COMPACTION COMPACTION
1 6' < asphalt base NE corner of site extending into Edmonds Way A 6" 129.3 5.8% 95% 95%
EQUIPMENT NO.: B-268 This testing does not preclude the possibility that the soil or hot mix asphalt
DAILY AVERAGE STANDARD DENSITY COUNT: 2788 may be loosened by future construction or rainfall events. The compaction
tests were performed at the approximate locations and elevations shown,
DAILY AVERAGE STANDARD MOISTURE C ` T: 294 and indicate relative compaction at those locations. Horizontal and vertical
limits of the compacted areas were determined by others. Our firm does
Reviewed By: not guarantee earthwork or paving construction, nor does our work relieve
the contractor's responsibility to conform to the approved project plans and
specifications.
To the best of my knowledge, the above WAS performed in accordance with the approved plans, specifications and regulatory requirements.
REMARKS:
Su perintendent/Representative: Technician:
Offices Serving the Western United States
Compaction Report
Effective 12/15/2020
Lynnwood (425) 485-5519 - Poulsbo (360) 598-2126 - Tacoma (253) 939-2500
The information provided on this report is prcpsred for the exclusive use ofthe chew. This report may not be reproduced in any format wiWout the written permission ofbe client and Knuan&Associates. This report indicates our inspectors observation and testing results based on site
conditions and contractor activities.'This information is subject to reviev prior to final submittal, BY suing this report, our inspector does not acceptrespemsbility for validity ofresults. The ssme infornutionhas been provided by others on situ The test results apply only to the specific
locations, and items inspected or tested.
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