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 Inca LARGE SCALE DIRECT SHEAR REPORT <br /> Laboratory Services Test Method D-6243-B <br /> 12438 Lor.Rica OrNe,Suite C,Grass Valley,CA 95445 <br /> (530)277-2448 Fax(530)272.8553 <br /> bre: ALLIED WASTE INC. PrgectName. FORWARD LANDFILL Project No: 986011.02 <br /> e: < Sub-grade Soil LSN: 120-G Remolded <br /> ra <= CETCO Bentomat DN White side up); Roll# 1832 LsN: BFF Floating <br /> rater•iatz C=� GSE 60 mil Geomembrane T/S Textured side up); Roll# 105100590 Ls' BET Floating <br /> ubsiate: t> GSE Geocom osite Textile side down); Roll#110104841 LSH: BEU Floating <br /> PEAK STRENGTH sao <br /> Test Normal Shear Secant <br /> Point Stress Stress Friction <br /> psi psf psf Angle 400- <br /> 1. 1.0 144 70 26 <br /> 2. 2.0 288 110 21 a <br /> N <br /> 300 <br /> 3. 5.0 720 230 18 w <br /> t— <br /> 200 <br /> dhesion: 30 psf = <br /> riction Angle: 15 degrees <br /> 100 <br /> oefficient of 0.27 <br /> riction: <br /> o <br /> 0 200 400 600 800 1000 <br /> NORMAL STRESS(psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> STRENGTH ENVELOPE 500 <br /> at 2.5 In.dis lacement <br /> Test Normal Shear Secant <br /> 'oint Stress Stress Friction <br /> psi psf psf Angle 400 <br /> 9. 1.0 144 60 23 <br /> N <br /> 2. 2.0 288 90 17 CL <br /> N <br /> 3. 5.0 720 170 13 Cr <br /> 1a 200 <br /> Jhesion: 30 psf ai <br /> iction Angle. 11 degrees 100 <br /> )efficient of 0.19 <br /> iction: <br /> 0 <br /> 0 200 400 600 800 1000 <br /> NORMAL STRESS (psf) <br /> NOTE:GRAPH NOT TO SCALE <br /> The Friction Angle and Adhesion(or Cohesion)results given here are based on a mathematically determined best fit line. Further <br /> ANWnterpretation should be conducted by a qualifled professional experienced in geosynthetic and geotechnical engineering. <br /> the dela and result nspresenfed on this page,Client agrees to hmil the liability of Vector Engineering,Inc.from client and ell othe'parties for claims arising out of use of this date to <br /> h '.s' <br /> s active esf s 'e' <br /> e res enfed n end Clien a Hees o indemnityand old harmle s V from and against all liability in excess o/the e/oremen Toned li i <br /> tport Date: Entered By: Reviewed By: Lab Log: <br /> 07/26/99 JMR f_f( Page 1 of 2 161 D <br />
The URL can be used to link to this page
Your browser does not support the video tag.