My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2006_4
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
A
>
AUSTIN
>
9999
>
4400 - Solid Waste Program
>
PR0440005
>
Archived Reports
>
ARCHIVED REPORTS_2006_4
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:54 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_4
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006_4.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.
/
554
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
• a..�sv® reB�BBIVV/BIIy 11/Ve <br />Lahoralory Services <br />12438 Came Rid LOW- Swlk C, Grass Ve/wy, CA 95945 <br />(SM 272-2448 Fax (SM 272.8553 <br />•rte FORWARD LANDFILL COMPANY <br />a-• :B \v` \!vI eti..fL� Vtt®\L..<I I otic/Am <br />SPECIAL TEST <br />'c'*—tv"— FORWARD LANDFILL p'°�Imo. <br />986011.0; <br />Clay Mix csnl 120F Remolded <br />mn'�!"fes GSE 60 mil Geomembrane T/S (Textured side up); Roll # 105100590 rs^'' BET Free Floating <br />rfsu b 5/16" Pea Gravel 120E Remolded <br />tbate. C> Concrete Board Spacers <br />PEAK STRENGTH <br />16000 - <br />?St <br />Normal <br />Shear <br />Secant <br />tint <br />Stress <br />Stress <br />Friction <br />14000 <br />psipsf <br />psf <br />Angle <br />12000 <br />'. <br />27.8 <br />4000 <br />1600 <br />22 <br />55.6 <br />8000 <br />2750 <br />19 <br />t0000 <br />118.1 <br />17000 <br />4560 <br />15 <br />U <br />t— 6000 <br />CO <br />rr <br />i 6000 <br />to <br />esion: 810 psf <br />!ion Angle: 13 degrees <br />4000 <br />titcient of 0.22 <br />'ion: <br />2000 <br />0 <br />4000 <br />6000 <br />8000 <br />10000 <br />12000 <br />14000 <br />16000 <br />18000 <br />0 2000 <br />NORMAL <br />STRESS <br />(psQ <br />STRENGTH ENVELOPE 16000 <br />at 2.5 In. dis lacement <br />;t Normal Shear Secant <br />7t Stress Stress Friction 14000 <br />psi I psf psf Angle <br />1 1 <br />27.8 4000 1160 16 12000 <br />55.6 8000 2490 17 910000 <br />to <br />118.1 17000 4180 14 Ir soon <br />fr <br />e <br />w 6000 <br />sion: 430 psf co <br />4000 <br />)n Angle: 13 degrees <br />cient of 0.23 2000 <br />in. <br />0 <br />0 2000 4000 6000 8000 10000 12000 14000 16000 18000 <br />NOTE: GRAPH NOT TO SCALE NORMAL STRESS (psf) <br />The Friction Angle and Adhesion (or Cohesion) results given here are based on a mathematically determined best fit line. Further <br />elation should be conducted b a uatified rotession�exeenced in cos thetic and �eolechnlcaleerin .tions/t representedbauenedIel,dsims eris�Lb <br />s cs n rmfe s ecfar enJ a einst a/ /aemenfroneJ Jim <br />Ent«eaBy: R6,c;+weaBy:og: <br />osr28199Page 1 of 2 120 <br />
The URL can be used to link to this page
Your browser does not support the video tag.