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ARCHIVED REPORTS_2003_1
Environmental Health - Public
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ARCHIVED REPORTS_2003_1
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Entry Properties
Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:41:48 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003_1
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_2003_1.tif
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EHD - Public
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TAO 1. <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC <br />PROJECT: Foothill Sanitary Landfill - Module 1 <br />Date Received: 8/25/03 <br />Date Reported: 8/27/03 <br />Client Sample ID: Roll# 103122538 <br />Material Description: 60mil HDPE Textured Geomembrane <br />QC'd By: ml <br />PGL Job No.: J030301 <br />PGL Control No.: 91112 <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />PPrecision Geosynthetic Laboratories <br />:53::::.::::200:::: <br />:.: O:?......:..... :.:.: <br />SPECIMENS <br />METHOD <br />DESCRIPTION <br />ASTM D638 <br />Tensile Properties: <br />Type IV <br />Test Specimens: Type IV, Width of narrow section:0.25in, Length of narrow section:1.3in, Width Overall:0.75in, <br />Length Overall: 4. &n Conditioning. Conducted test in standard laboratory atmosphere of 23+/-2 ° C (73.4+/-3.6 ° F, and <br />50+/--5% relative humidity. Rate of Separation: 2%min (HDPE) 20%min (VLDPEILLDPE) <br />Tensile Strength at Yield (lbs/ in. -width) <br />MD :::::::.:.....:::.:.:::::.... :::: :::::.:..:::::::::::... :::::::::.::::;::................;..;.;.;.;.:..;.;..;.;.;.;.;..;.:.;....:...;.:..;..;..:.;..;..;..;.;.;.;...:::::::::.:::::::::: <br />167 <br />'F68 471. 't77 170........... <br />:::::::.....::: <br />:::.........:.................................::::::::::::::::::::::::::::.:.::.:.:.:.:::::.:.::::.:..:.:..:.:...:.:.: <br />TD::::'F84:::::::::::::'t70:...:_:::'f79::::::::3I ...:::::'#69::::::::::::::::::.::.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.::....::::...::::::::.. <br />.........................................................................................16;.;.:: <br />............ <br />Tensile Strength at Break (lbs/ in.- width) <br />' <br />MD ::::::: <br />.....:::::::::::::Q::::::::::::::21::::::X81:::::::::�43.:.:.::::::::;:;::::::::::::::::::::::::::::::::::::::.:.:::::::::::.:.:::.;.;.;.; <br />.. :...........: <br />TD :::::::::.:... <br />0 .........233......... > 9...........2 t .......: 3 ..:.. . .....:.......:.......:.......::::::::::::::::::::::::::::::: <br />..........: <br />. <br />Elongation at Yield (percent) <br />MD :::::� .....:....99 :....... 20....::::: Za ::::::::: 7:8:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.::::::::::::::..:.....::::::::::: <br />:::::::: <br />TD::.....::::::::::::::..il!::::::::::::::::::1$::::::::::::::::18:::::::::1:::::::::::........................:.......:.............................. <br />... <br />..... t8..... <br />Elongation at Break (percent) Gauge Length = 2.0 in. (GR!-GM13 Mod) <br />... . <br />................................................................. <br />MD.... b9"::::........................:::::::::::::::::.......:..............:::::555::: <br />...................................................................:.:.:.:.:.:.:..:.:.:.:.:.:.:. <br />........:::: <br />TD .:.:.:::::: <br />6::.............::::;:::: 4.......:6 ::::... :......: <br />......:.............: <br />;. <br />M D1603 <br />Carbon Black Content (percent) <br />::.... <br />............................................... <br />........... <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />PPrecision Geosynthetic Laboratories <br />:53::::.::::200:::: <br />:.: O:?......:..... :.:.: <br />
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