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ARCHIVED REPORTS_2006_23
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ARCHIVED REPORTS_2006_23
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Entry Properties
Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_23
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_23.tif
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EHD - Public
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TABLE 1. <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC. <br />PROJECT: Forward Lf <br />Date Received: 8/14/2006 QC'd by: <br />Date Reported: 8/16/2006 PGL Job No.: G060694 <br />Client Sample ID: R#131219815 L#CB26070904 PGL Control No.: 24392 <br />Material Description: Single Sided Geocomposite <br />SPECIMENS I <br />METHOD DESCRIPTION <br />GEONET COMPONENT: <br />ASTM D1777 Thickness (mils) <br />Test Option #1 Used deadweight type dial micrometer with 1.129+/-0.001 in dia presser foot with an applied pressure of <br />0.6+/-0.03psi provided by a 272gm weight. <br />:: 26tl <br />..................... ::.....267 ......:26Q.., .:.. �6�.......: 53 ..... 262 25$......... .... <br />GEOCOMPOSITE. <br />ASTM D4716 Transmissivity Tested at Normal Pressure: 10000 psf, Gradient: 0_1 , Seating Time: 15 min <br />Temperature of Test Water. 20.3 ° C Specimen Size: 12"x 14" <br />Transmissivity (m.`/ sec.) <br />MD ::: :9 ::iii:.:.}}isii:>:::ii:.iiiii:.:.i:.:,??:.}i?}i:.iiiiii:.:.ii:,i}ii?:................:....:.:.:.:.:.:.:.:.:.ii..... . <br />Transmissivity (gal./ min./ ft.) <br />MD : 23:38: 23:89 <br />................................................................................................................. <br />Flow Rate (gal./ min) <br />MD : 2:3 2:4 <br />................................................................................................................. <br />Geosynthetics arranged as follows: Thickness: 314 mils (Before) <br />Plate Thickness: 292.5 mils (After) <br />Geocomposite )00000( <br />Plate <br />ASTM F904 Ply Bond Adhesion (Ibs/ in.- width) <br />Specimens were conditioned for 1hr in the laboratory at 22 +A 20C (71.6+/-3.60F) and at 60%+/-10% relative humidity. Intron <br />Tensile testing machine was used. Each end of the specimens were carefully peeled back one inch with a razor to allow insertion <br />into the grips for testing. The separated ends of the specimens were clamped to the grips, with the unseparated portions left <br />loose flap to move around freely. <br />Top of Composite <br />MD <br />TD :::: S:Q:... ::.. :::::::::::::::::5:t :::::::::: v :::::::::::6:0 ::::::::::::::::::::::::::: :::: ::::::::::::::::::::::: :::::::::::::::::::::::::::: <br />.. .... ... .... <br />.:•:•:emax-:-: : <br />...95E <br />.. $4 <br />.:.:.:.:.::.......... <br />.........:.:.:. <br />150 9007 — 20DO <br />MD - MAAW DIRECTION <br />TO - T RSE DIRECTION * sl g. <br />RE018TRnRfi.RiNr:. <br />Dc#198ro#2s5 Precision Anthetic Laboratories <br />
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