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ARCHIVED REPORTS_2006_4
EnvironmentalHealth
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2006_4
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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
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Vector Engineering Inc. <br />10.3E Spring MR DIM, Grass VaOey. CA 05945 (530) 272-2448 <br />LABORATORY SERVICES <br />«lem Name: ALLIED WASTE, INC <br />LARGE SCALE DIRECT SHEAR REPORT <br />Test Method D -5321=B <br />P'OiBUNBi"°' FORWARD LF <br />Repan Dare. October 16, 2003 <br />P1DJect NO 021605.00 <br />`rte `''ay <br />Maranafr C> GSE 60 mil HDPE Tex/Tex <br />Substrate: <br />-- • ---•w wr, „•..r w u+. nwra sarea sampresr marenars. <br />" <br />LSN., <br />1003C <br />1003B <br />Remolded <br />Clamped <br />PEAK STRENGTH 12000 <br />Test Normal Shear Secant <br />i <br />Pant Stress Stress Friction <br />10000 <br />psi I psf psf Angle <br />+A4- <br />1. 13.9 2000 1040 27 <br />2. 27.8 4000 1980 26 <br />h 8000 <br />3. 55.6 8000 3860 26 n <br />4. 83.3 12000 5160 23 N <br />w <br />1 <br />a 60 <br />0 <br />e <br />Adhes/on:300 psf i <br />i <br />to 4000 <br />Friction Angle: 23 degrees <br />i <br />Coefficient of 2000 <br />Friction: 0.42 <br />j <br />4L— <br />0 <br />0 <br />2000 4000 8000 8000 10000 <br />12000 <br />14000 <br />NORMAL STRESS (psf) <br />f q GRAPH NOT To SCALE <br />STRENGTH ENVELOPE 12000 <br />at 2.5 in. displacement)i <br />Test Normal Shear Secant <br />Point Stress Stress Friction <br />JI <br />10000 <br />s1 I psf psf Angle <br />1. 13.9 2000 1030 27 <br />t <br />I <br />2. 27.8 4000 1680 23 <br />H e000 <br />3. 55.6 8000 3820 26 v <br />4. 83.3 12000 4700 21 <br />' <br />6000 <br />1 <br />Adhesion: 300 psf = <br />! <br />• <br />to 4000 <br />Friction Angle: 21 degrees <br />i <br />, <br />Coefficient of 2000 <br />' <br />Friction: 0.39 <br />! <br />, <br />0 <br />0 <br />2000 4000 6000 8000 10000 <br />12000 <br />14000 <br />NORMAL STRESS (pso <br />NOTE: GRAPH NOT 70 SCALE <br />the Data and tiofomlatton are proprietary. and cannot be released -*hour suplagation Of V,,CW EngfneeruNj Inc• <br />By acc" me data and resu8 reAwerded on Ws page, prem agrees to #m0 the /iabiuy of Vector E V neoring• fm Aram client and a0 Oftw partes for clauns aris V out of use of thfs <br />Data to the cos( kr Me reapecdve rests wesentedI-eon, and tient agness to i7damnsly and fold h armress Vet or#om and <br />beC-13 <br />a e/nst ea ffeba' in excess Of du afaemendonae limit <br />xce! 1 Protects 1 140? i 0216051 f003C Isds Entered Bl KRC Print Dare: 10/28/03 Rev By. <br />N. LSOS-rp (rev 0, 03124/03) Lab Log: <br />Page 1 of 2 <br />.�� <br />
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