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
V//d0/VJ atu 14:.of 1't1A JOV ciL OJJJ 1>r1,1VA D11t2 is <br />Vector Engineering Inc. <br />t tem Lane Fks O **v Suss C 111#55 voacy. CA 1759,45 <br />LABORATORY SERVICES <br />aa•tN#,ne: ALLIED WASTE, INC. <br />supersttote: <br />metener 1: C;--= Clay Liner <br />n sten?: =� GSE 60 mit HDPE Tex / Tex <br />10 001 <br />LARGE SCALD DIRECT SHEAR REPORT <br />Multilayer <br />RepolDea: July 24, 200 <br />Prvi dm— FORWARD LANDFILL °rv�°�'"� 021605.00 <br />LSN- 743C Remolded <br />Lsrr 743X <br />Suostret#: C=;> Uraitl9 a Layer t -#oil nentutueu <br />PEAK STRENGTH <br />18000 <br />14000 <br />12000.- <br />110000- <br />10000 <br />0000 <br />o: <br />Q <br />N e>� <br />4000 <br />000 <br />2000- <br />16 <br />at 3 In. drsplacement <br />Test <br />Normal <br />Shear <br />Secant <br />- <br />Point <br />Stress <br />Stress <br />Friction <br />14000 <br />Test <br />Point <br />Normal <br />Stress <br />Shear <br />Stress <br />psf <br />Secant <br />Friction <br />Angle <br />1. <br />6.9 <br />1000 <br />psi <br />psf <br />1. <br />2. <br />3. <br />4. <br />4. <br />5, <br />6.9 <br />20.8 <br />34.7 <br />55.6 <br />118.1 <br />1000 <br />3000 <br />5000 <br />8000 <br />17000 <br />400 <br />1100 <br />2130 <br />2850 <br />5900 <br />22 <br />20 <br />23 <br />20 <br />19 <br />850 <br />16 <br />3. <br />34.7 <br />5000 <br />1090 <br />19 <br />10000 <br />4. <br />55.6 <br />6000 <br />2470 <br />17 <br />-' <br />5. <br />Adhesion: 170 psf <br />Friction Angle: 19 degrees <br />Coefficient of 0.34 <br />Friction. <br />Friction: <br />17000 <br />5860 <br />19 <br />w <br />H <br />8000 <br />0 2000 4000 8000 9000 10000 12000 14000 10000 m000 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH NOT TO SCALE <br />STRENGTH ENVELOPE <br />0 2000 4000 0000 8000 10000 12000 14000 18000 18000 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH NOT TO SCALE <br />r.Ww crryr.vv r9, MQ <br />6y acwoiv the dot# and resua rwesenteo or? this PV.. (77011 817508 es &-? the fiou'ry or vedw Eaphortkv. h7e. Oom dtent end 00 other Pottle* la ds*ns #4kq ouf oras# grf is <br />_ 0ets to the cost br the rospecWs 1#5((5) mpvmnted neteon. and Client sprees to /ndemnry and twWwrNese Vena Imm and 00171101 ss f/BDpdy h sicsss d (JM 9faBmeNJOnod rmd <br />�1lObCXCC11 Pro/ects 1190210316051743YJsds Entered Or. 1110 A"I Ook 07/16/13 Rev. or Lob Log. <br />743Y <br />DCIV., LSD$ -fp (mv. 6-27-00) Page t of 2 <br />16 <br />at 3 In. drsplacement <br />Test <br />Normal <br />Shear <br />Secant <br />Point <br />Stress <br />Stress <br />Friction <br />14000 <br />psi <br />psf <br />psf <br />Angle <br />1. <br />6.9 <br />1000 <br />290 <br />16 <br />1200 <br />2. <br />20.6 <br />3000 <br />850 <br />16 <br />3. <br />34.7 <br />5000 <br />1090 <br />19 <br />10000 <br />4. <br />55.6 <br />6000 <br />2470 <br />17 <br />C* <br />5. <br />118.1 <br />17000 <br />5860 <br />19 <br />w <br />H <br />8000 <br />4 <br />Adhesion: <br />0 <br />psf <br />g <br />6000 <br />x <br />Friction Angle: <br />19 <br />degrees <br />9000 <br />Coefficient of <br />Friction: <br />0' 34 <br />2000 <br />0 <br />0 2000 4000 0000 8000 10000 12000 14000 18000 18000 <br />NORMAL STRESS (psf) <br />NOTE: GRAPH NOT TO SCALE <br />r.Ww crryr.vv r9, MQ <br />6y acwoiv the dot# and resua rwesenteo or? this PV.. (77011 817508 es &-? the fiou'ry or vedw Eaphortkv. h7e. Oom dtent end 00 other Pottle* la ds*ns #4kq ouf oras# grf is <br />_ 0ets to the cost br the rospecWs 1#5((5) mpvmnted neteon. and Client sprees to /ndemnry and twWwrNese Vena Imm and 00171101 ss f/BDpdy h sicsss d (JM 9faBmeNJOnod rmd <br />�1lObCXCC11 Pro/ects 1190210316051743YJsds Entered Or. 1110 A"I Ook 07/16/13 Rev. or Lob Log. <br />743Y <br />DCIV., LSD$ -fp (mv. 6-27-00) Page t of 2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.