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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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TAIO 1. 0 <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC <br />PROJECT: Foothill Sanitary Landfill - Module 1 <br />Date Received: 8/26/03 QC'd By: <br />Date Reported: 8/29/03 PGL Job No.: J030310 <br />Client Sample ID: Roll# 103122584 PGL Control No.: 91215 <br />Material Description: 60mil HDPE Textured Geomembrane <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />Precision Geosynthetic Laboratories <br />g a o i e 9 10 <br />... a ::::St....fi. <br />METHOD <br />DESCRIPTION <br />ASTM D5994 <br />Thickness (mils) <br />Apparatus. Dead-weight dial micrometer with gauge points tapered at an angle of 60o +/- 2 to the horizontal with the tip <br />rounded to a radius of 0.8+/--0.1 mm(0.031+/-0.004 in), with a specified force of 0.56+/-0.05 N (2+/-0.2 oz) <br />Loading Time: 5 sec Specimen Size: 4"x 4" <br />:::::::::..............................................................................:.:.:.:.......:............ <br />.............4..:.....:f ::::::::::::::::::6 .....::::::::::::65.......::::6 :::::::::::::::::64 <br />; 64 <br />..... •. •..;.;.:.; <br />. <br />GRI-GM12 <br />Asperity Height of Textured Geomembrane (mils) <br />..'.. <br />Apparatus: Has a dial indicator that travels at least 2.5mm (0.1 in), and a depth gauge with contact point that travels up and down <br />with in the setting block with a base dimension of 50 mm x 20 mm (2.0 in x 0.75 in) and a height of 15 mm (0.5 in). The contact point <br />is 3.12 mm (0.125 in) in radius and is tapered to 0.25 mm (0.01 in) in radius. The length of the needle isl6mm (0.65in) <br />Sampling: 10 specimens across the roll width in a randomly distributed manner <br />.......... <br />SideA. <br />................... ..:;::......$.... <br />SSB >:: >:• :::: 1 �.::::::::::::::::...::::::::::..:::::::::...::::::::::::::::::...::::..... . <br />..:::................. .......... ...:.:•:.. .........1...........1 1 ::::::: x::::::::::::::::7:r..::::::::::::::::::2::::::::::::::::: <br />...... ..... <br />....70.:: <br />ASTM D1505 <br />..........�8.....:. ............... <br />Density (grams/ cm.3) <br />. . <br />.......... . <br />........... <br />.....- <br />:®:8 83::::::::tis9�4 ;:;:a: 30:::::::::::::::::::::::::.::::::::::::::::::::::::::::::::::::::::::::::::.:.:.:.:.:.:.::' <br />................• <br />0..9�#$2 •::-.. <br />.. <br />.. ®. 0QQX:: <br />._.......... . <br />.. . .-. <br />ASTM D638 <br />Tensile Properties: <br />-. <br />Type IV <br />Test Specimens: Type IV, Width of narrow sedtion:0.25in, Length of narrow section: 1. 3in, Width Overaff-0.750, <br />Length Overall: 4.5in Conditioning: Conducted test in standard laboratory atmosphere of 23+/-20C (73.4+1-3.60F, and <br />50+/--5% relative humidity. Rate of Separation: 2%min (HDPE) 20%min (VLDPE/LLDPE) <br />Tensile Strength at Yield (lbs/ in. -width) <br />MD 1?7I�g >«7T...•...nsa....•..;.;.:•:.:•:•:•:.:..:..:•:.:.:.:.:.:.:.:.:•:.:.:.:•:•:•:•:.:.:.:::•:•::::::•::::::::::::::::::::::::::::::::::::::::•: <br />•:•::•a:z5:•:•:•: <br />�.....:..2 <br />�... <br />TD ::::17` :.:.:..:::::....:::::::::::::....::::: .:::: :; ; : ; ; ;.;.::;:;:::::::;:::;:: <br />1T7 <br />i4 ........s......6............................................................................................ <br />; ; ;:....:.:.;..:.;.:.;..;..;.:.;.:..;.:......... <br />:::1130::::::•:::10 <br />. <br />Tensile Strength at Break (lbs/ in.- width) <br />. <br />..........:::::::::...............................•.....-.-.•.•.•.•.•.-.-..•.•.•..-.•.•.•.•.•.•.:.-.-.•................. <br />MD 258:::;: 220 ::::::::::::::26:::::::::::::2A7........ ZOB...:' : :::::•:::.... <br />: ; ......... ;............ <br />..: 232:•:•:•::..•.: <br />......:...... <br />:•:•: <br />8$ppi.. <br />TD ::: 2Q0 ......... ....... $$ .:.........................': >: »::: <::::: >;>:::::: >:::::::...:.:.:.:.... * ....::::::«•>::..•:: <br />_. ............... <br />»: 13;;:::•: <br />:•:>: <br />. . <br />;> <br />Elongation at Yield - - - - - - - <br />9 (Percent) <br />....?(1....... <br />....... <br />.......... <br />......... <br />TD ::::1::::::::::7:: :: :•: <br />.......l8.::::::::::'::::::8::::::::::::::::::•:•::::::•:::::::::::::::::::::::::::::::::::::: <br />:: '1.8 <br />Elongation at Break (percent) Gauge Length = 2.0 in. (GR/-GM13 Mod) <br />..........Brea <br />.. ....: :.:.:..:.0..:.;............ <br />. <br />MD :::605 :::::::48h ::::::::::::....:.:: :::::....::::::: :::....:::::::::::::::: :::;::.;.;.;.;.;.;.;.:.;.;.;.;.;.;.;.;.;.;.;..:..;..;.;.;.;.;..;.;.;.;.;.;.:.;.:..;...:.:.;.; <br />.........•....•.•....... . <br />..........5 582 500 <br />....•::: <br />.............:..;.;.....:..:. <br />TD :::::::::::53fi:::::::::..36....... x ........589........ .: ...... ................'............ <br />... . 5 .....:..... <br />4 ......... <br />.....::::::::::::::: <br />MD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION <br />Precision Geosynthetic Laboratories <br />
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