My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3310 TERMINAL AVE Geotech Report 2022-10-25
>
Address Records
>
TERMINAL AVE
>
3310
>
Geotech Report
>
3310 TERMINAL AVE Geotech Report 2022-10-25
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
10/25/2022 1:35:15 PM
Creation date
9/4/2020 11:22:53 AM
Metadata
Fields
Template:
Address Document
Street Name
TERMINAL AVE
Street Number
3310
Address Document Type
Geotech Report
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
76
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
�` /� 741 Marine Drive,Bellingham, WA 98225 www.geotest-inc.com <br /> V eare 20611 67th Ave.NE. Unit A.Arlington, WA 98223 <br /> phone:(360)733.7318 toll free.(888)251.5276 fax (360)733.7418 <br /> FIELD DENSITY/MOISTURE REPORT <br /> Nuclear Gauge * ASTM D6938 <br /> PROJECT: Cargo Transit Shed Relocation JOB#: 18-0297 <br /> ADDRESS: Everett,WA REPORT#: FD005 <br /> PERMIT#: B1803-043 DATE: 7/30/2018 <br /> CLIENT: Port of Everett PAGE#: 1 of 1 <br /> CONTRACTOR: McClure&Sons INSPECTOR: Anna Sigel <br /> Compaction Of: Water Line Trench Backfill-West End of Building <br /> Field Data: <br /> Depth! DT/ Wet Field Dry Compaction <br /> Test Location Elev BS Density Moisture Density Lab % Pass/ <br /> # ('f'() (in) (pc() (yo) (pcf) # Attained Required fail <br /> 1 46'N of SW Corner,Center of Trench -1.5 EE DT/10" 132.3 8.6 121.8 2 101 95 P <br /> 2 56.5'N of SW Corner,Center of Trench -1 EE DT/6" 138.2 3.4 134.2 1 96 95 P <br /> 3 115'N of SW Corner,Center of Trench -1 EE DT/6" 138.6 3.1 134.4 1 96 95 P <br /> 5 157'N of SW Corner,Center of Trench -1 EE DT/6" 139.4 3.2 135.1 1 96 95 P <br /> Lab Max,Dry Optimum Retained <br /> Sample Soil Type Source Density Moisture On#4 Test <br /> (pcf) (%) (%) Method <br /> 1-3707A CSBC Cadman-Granite Falls 140.4 3.7 69 ASTM D1557/D4718 <br /> 2-3801A Native Sampled from site stockpile 120.8 9.7 27 ASTM D1557/D4718 <br /> 3- 0.0 None <br /> [Gauge Make/Model/Serial#: lnstrotek/35000/3053 JM/D Standard Count: 418/3028 <br /> Comments: <br /> CSBC - Crushed Surfacing Base Course <br /> EE - Existing Elevation <br /> GeoTest was on site as requested to perform density testing at the above location. Soils were <br /> compacted via hoe pack. All tests met compaction requirements as per specification. <br /> COPIES: GeoTest Services Inc Port of Everett Reviewed by <br /> This report shall not be reproduced except in full,without the written approval of GeoTest Services,Inc. <br /> The above test results relate only to the sample(or location)tested. <br />
The URL can be used to link to this page
Your browser does not support the video tag.