My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3800 RIVERFRONT BLVD Geotech Report 2023-05-04
>
Address Records
>
RIVERFRONT BLVD
>
3800
>
Geotech Report
>
3800 RIVERFRONT BLVD Geotech Report 2023-05-04
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/4/2023 8:10:16 AM
Creation date
5/4/2023 7:16:17 AM
Metadata
Fields
Template:
Address Document
Street Name
RIVERFRONT BLVD
Street Number
3800
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.
/
365
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
I DRILLING COMPANY: Holocene Drilling DATE STARTED: 11/7/2018 <br /> DRILLING METHOD: Dietrich D-50 Turbo,HSA&Mud Rotary DATE COMPLETED: 11/7/2018 <br /> SAMPLING METHOD: SPT with Autohammer LOGGED BY: A.Ong <br /> LOCATION: See Figure 2 SURFACE ELEVATION: 36.0 t feet <br /> w <br /> co w v Standard Penetration Test <br /> m Z w <br /> U a s N Q (140 lb.weight,30"drop) Z <br /> O w w e H o ♦ Blows per foot O <br /> ca Z H <br /> N <br /> = 0 ii a �3 w � Q <br /> w 46 5, )- N Q Q w° ami <br /> I O cn DESCRIPTION N N a 0 O 0 10 20 30 40 50 w," <br /> 0 ML Soft,brown,sandy,moist. <br /> _ SM — 35 <br /> (FILL) <br /> Medium dense,dark brown-gray,slightly gravelly,silty, ® S-1 5-11-14 A _ <br /> medium to coarse SAND,moist. <br /> 5 Medium dense,olive brown,slightly gravelly,silty,medium to r <br /> El <br /> S-2 5-7-8 A- coarse SAND,moist. — <br /> 30 <br /> _ At and below 5.5',contact with REFUSE.Black soil material - <br /> with sand,medium subangular gravel with plastic and wood. <br /> -80%broken glass and sand - <br /> -5%plastic <br /> - -5%wood <br /> I -10%gravel <br /> 10— (REFUSE) ® S-3 4-4-5 A - <br /> Moved borehole over 2 feet,then drilled to 10 feet and retook <br /> - sample."Loose to medium dense",black-brown,REFUSE, — 25 <br /> I <br /> _ moist.No recovery due to coarse gravel. <br /> -50%medium to coarse sand matrix <br /> -30%broken glass - <br /> -10%plastic fibers and sheeting <br /> - -10%wood fragments - <br /> I 15 "Loose to medium dense",black-brown,REFUSE,moist.Poor ® S-4 2-4-5 A - <br /> recovery. — 20 <br /> -80%medium to coarse sand <br /> - -5%plastic sheeting - <br /> -15%wood fragments <br /> I 20 "Medium dense",black-brown,REFUSE,moist.Wood ® S-5 19-12-10 <br /> - wedged in sampler tip. — 15 <br /> -80%wood,dry and intact.20%of which is softer <br /> - -15%plastic fibers and sheeting - <br /> -5%broken gravel in sampler <br /> / _ <br /> 25 "Medium dense to dense",black-brown REFUSE,moist. ® S-6 24-14-15 <br /> I — -10%scrap metal ,— 10 <br /> -60%sticky silt matrix <br /> - -30%plastic fibers - <br /> 30— A <br /> I 0 20 40 60 80 100 <br /> Water Content(%) <br /> Plastic Limit I--4,---1 Liquid Limit <br /> NOTE: This log of subsurface conditions applies only at the specified location and on the date indicated Natural Water Content <br /> and therefore may not necessarily be indicative of other times and/or locations. <br /> I <br /> BORING: <br /> ffEll GEOTECHNICAL ENGINEERING REPORT B BORING: <br /> I <br /> RIVERFRONT BOULEVARD <br /> HWAGEQSCIENCES INC. EVERETT, WASHINGTON PAGE: 1 of 3 <br /> I PROJECT NO.: 2015-061 FIGURE: A-9 <br /> BORING-DSM 2015-061.GPJ 12/10/18 <br />
The URL can be used to link to this page
Your browser does not support the video tag.