My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2003_1
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2003_1
Metadata
Thumbnails
Annotations
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
Tags
EHD - Public
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
838
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
0 TABLO. <br />0 <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC <br />PROJECT: Foothill Sanitary Landfill - Module I <br />Date Received: 7/15/03 QCd By: <br />mc <br />Date Reported: 7117103 PGL Job No.: <br />J030179 <br />Client Sample ID: R# 103121906 L#8230637 PGL Control No.: <br />90258 <br />Material Description: 60mil HDPE Textured Geornernbrane <br />SPECIMENS <br />3 4 6 <br />METHOD DESCRIPTION <br />.......... <br />...... <br />.....W <br />ASTM D638 Tensile Properties: .... <br />......... . <br />....... <br />-n <br />........... <br />..... <br />Type IV Test Specimens: Type IV, WK11h of nanowsection:0.25in, Length of narrow section: 1.30, WKIth Overalf.0.75in, <br />.... .. <br />........... <br />......... <br />..... <br />............ <br />........... <br />.... ...... <br />...... <br />... ....... <br />.. <br />Length Overall 4. &n Conditioning Conducted test in standard laboratory atmosphere of 23+1-2 C (73.4+1-3.6 F, and <br />....... <br />........ <br />........... <br />............ <br />.......... <br />............ <br />50+1-5% relative humidity. Rate of Separation: ZYmin (HDPE) 20"Itnin (VLDPEA.LDPE) ............ <br />... ........ <br />.. .. .... . <br />... <br />............ <br />Tensile Strength at Yield (lbst in.-width) <br />..... <br />......... . <br />....... <br />........... <br />.......... <br />MD .::Af 9' ... ... ........... * ... ... ...... . ............. ...................... <br />................... ...... ....... ........... ................ <br />............................ ............ ............ ............ .. <br />. ........... ....... ........................ <br />...... .... <br />........... <br />.... <br />28 ... <br />................ <br />TD ...'1::::::....78....::::165::::::::7:89................ ........... .... ..... <br />................................... ........... <br />...... <br />....... . <br />....... <br />.......... <br />Tensile Strength at Break (lbs/ in.- width) .......... <br />... ..... <br />........... <br />... <br />. .. <br />............ <br />...... ... . <br />.. .......... .................. <br />. ..... <br />......... <br />24 <br />........... <br />.... ...... <br />....... <br />..... ...... .......... <br />1:92...... ... <br />..... ..... ... .... ............. .... . <br />. . .... .... . .. ............................ . <br />............. <br />....... <br />....... . <br />.. <br />........... <br />........... <br />......... <br />. ...................... I ............... ....... ......... <br />Elongation at Yield (percent) <br />........... <br />... . .. ... ...................... ............. <br />. .......... ... ... ..... .. .... ..... ....... .............................. <br />.................................. <br />.... <br />. ......... <br />............................... I ............ <br />TD ... ::::. <br />.......... .......... ........... ...... 47 ............ ...... .... . ... <br />..... <br />... .. .. <br />.... ....... <br />... <br />..... . <br />-- -' <br />... ....... <br />... ....... <br />Elongation at Break (percent)* ' Gauge Length 2. 0 in. (GRI'-'G ... Ml* 3** Mod) .. ... ....... <br />........... <br />. ......... <br />. ..... . <br />. ..... <br />........... <br />. ......... <br />... .............. . <br />.................. ... <br />............. <br />MD ............... <br />.............. I ...... ................. . <br />................ ....... ...... <br />........................................... <br />... .... <br />................... .......................................... <br />. . . . . ....... .. <br />....................................................... ....... ........ <br />.... ......... ....... . ....... ....... ................. <br />ASTM D1603 Carbon Black Content (percent) ........... <br />....... <br />. .. <br />............ <br />.. ... ..... <br />......... <br />'3 :::::::::::::-2 ... ... ...... ........... ........ <br />............... <br />............ .... ........ ....... ..... ... <br />........... ........... - — <br />...... <br />.......... <br />pmMD - MACHINE DIRECTION <br />TD - TRANSVERSE DIRECTION PPrecision Geosynthetic Laboratories <br />
The URL can be used to link to this page
Your browser does not support the video tag.