My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2004
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2004
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:42:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2004
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2004.tif
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
574
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
Vector Engineering Inc. LARGE SCALE DIRECT SHEAR REPORT <br /> Laboratory Services Special Test <br /> 12438 Loma Rica Drive.,Suite C,Grass Valley,CA 95945 <br /> (530)272-2448 Fax:(530)272-8553 <br /> nt Name: FORWARD LANDFILL COMPANY Proied Name: FORWARD LANDFILL Proied No: 986011.02 <br /> erlal 1/2. Sub-grade Soil (212A); CETCO Bentomat DN (white side vs.soil)Roll#2990 LSN: BGK Floating <br /> Material 3: GSE 60 mil Geomembrane,TexturedfTextured Roll# 105100024 LSN: BEP Floating <br /> Material 4: GSE Geocomposite, Double Sided Textile Roll# 110104818 LSN: BEV Floating <br /> Material 5: Sub-grade Soil LsN-- 212A Remolded <br /> PEAK STRENGTH <br /> loon <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction <br /> psi psf psf Angle Boo <br /> 1. 1.0 144 130 42 <br /> 2. 2.0 288 200 35 a <br /> soo <br /> 3. 5.0 720 380 28 w <br /> U) <br /> 400 <br /> Adhesion: 70 psf = <br /> rn <br /> Friction Angle: 23 degrees <br /> zoo <br /> Coefficient of 0.43 <br /> Friction: <br /> 0 <br /> 0 200 400 600 Boo 1000 1200 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> STRENGTH ENVELOPE 1000 <br /> at 2.5 in.dis lacement <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction <br /> psi psf psf Angle Boo <br /> 1. 1.0 144 100 35 <br /> N <br /> 2. 2.0 288 170 31 soo <br /> 3. 5.0 720 340 25 w <br /> W <br /> Of <br /> 400 <br /> Adhesion: 50 psf v=) <br /> Friction Angle: 22 degrees 200 <br /> Coefficient of 0.41 <br /> Friction: <br /> 0 <br /> 0 200 400 600 800 1000 1200 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> "")TE: The Friction Angle and Adhesion (or Cohesion)results given here are based on a mathematically determined best fit line. Further <br /> interpretation should be conducted by a qualified professional experienced in geosynthetic and geotechnical engineering. <br /> piing the data and resul(represented on this page,Client agrees to limit the liability of Vector Engineering,Inc.from client and all other parties for claims arising out of use of this data to <br /> R7r th res a ive fest represented hereon.and Client agrees to indemnity and hold harmless V or from and a ainsi all liability in excess of the aforementioned Iiml. <br /> 'RWort Date: Entered By: Reviewed By Lab Log: <br /> 09/15/99 NCL Page 1 of 2 212E <br />
The URL can be used to link to this page
Your browser does not support the video tag.