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ARCHIVED REPORTS_2003_1
Environmental Health - Public
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4400 - Solid Waste Program
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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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TAIS 1. 0 <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC <br />PROJECT: Foothill Sanitary Landfill - Module 1 <br />Date Received: 8/25/03 QC'd By: <br />Date Reported: 8/27/03 PGL Job No.: J030304 <br />Client Sample ID: Roll# 103122562 PGL Control No.: 91132 <br />Material Description: 60mil HDPE Textured Geomembrane <br />SPECIMENS <br />TION <br />..................,•. <br />-..-.. . <br />ASTM D638 <br />Tensile Properties: <br />Type IV <br />Test Specimens: Type IV, Width of narrow section. 0.25in, Length of narrow section: 9.3in, Width Overall.-0.75in, <br />Length Overall. 4.5m Conditioning. Conducted test in standard laboratory atmosphere of 23+1-20 C (73.4+1-3.60F, and <br />50+/--5% relative humidity. Rate of Separation: 2"/min (HDPE) 20"/min (VLDPE/LLDPE) <br />..•.•.•...;.•.•.•... <br />.•....•.•.•.•..•.•. <br />Tensile Strength at Yield (lbs/ in. -width) <br />MD::::::::....:::::::::::.....:::::::::::::.:..::::::::::::::::.....:::•:::::............ <br />MD 'F94 t68,. 472 178 .176 ;:::::•:::•::::::<:«::: »:<":::::::::::< <br />..................:::::::: <br />TD :::: <br />Q.........:.. <br />;S: <br />..._...: <br />.. <br />•::•::•:•:•:;:;:;:;:; <br />Tensile Strength at Break (lbs/ m width) <br />... . <br />.::::a <br />:.:.:.:.:.:..:.:... <br />.......... <br />:::::•:•:•:::•: <br />;.;....;. 3 :..:.::.:.:.: 2.. .:.:.:2$6 .24 :.::.......................... . <br />. <br />TD :::::::2'ki .....:.: 2$ :......:20':::::::: 21�2::::::::::...:.::::::::::::::::.:::::::::::::::::::::::::::::.:::::.:::::::::::::::::.............................. <br />.................................................• <br />:.:.:.:.. . <br />:3::::::::::::::::::::::::::::::: <br />......: <br />Elongation at Yield <br />. (percent) <br />..................... ,.. .. _ . ..,.. ... .. . <br />........... <br />:;:::::::::: <br />TD 18 :.::-:.:.:::1.9 .:.:.:.:.:.:.:::::: :: ::•::::: •::::: •::::•:•:.:.:.:•:•:•:•:.:.:•:.••:•:.:.:.:.•.•• • •..........................................:.:.... <br />a . ; ..s: .:.:.1 :;:;:;:. ;: ;.;. .-. ... .. <br />... <br />. <br />Elora ation at Break .. <br />9 (percent) Gauge Length 2 0 an (GRI GM93 Mod) <br />.....;.;: <br />MD -...:64.....:..;588:....... S7`8 ........�3........588:::.......:.......:.......:::::::::::::..:.:.:.:.:.:::::::::.•. <br />. <br />............. <br />D :: <br />T :13::::::::::::59::....... 7 ....:::::;:5 .......:4 <br />� <br />ASTM D1603 <br />...:............ . <br />Carbon Black Content .......::::::::::::::::::::::.::.:::::::::::.:::: <br />(percent) <br />.............................. <br />..:.. ._..........:. <br />................... . <br />..;: <br />;.......;............:;. <br />.........•.......:::::::.;�4.:.:.:..............:...._....tai:.:::; <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />Precision Geosynthetic Laboratories <br />
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