My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS_2015
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
W
>
WAVERLY
>
6484
>
4400 - Solid Waste Program
>
PR0440004
>
ARCHIVED REPORTS
>
ARCHIVED REPORTS_2015
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015
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_2015.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.
/
724
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
TESTING, RESEARCH, CONSULTING AND FIELD SERVICES <br />TABLE 1. <br />MATERIAL PROPERTIES <br />CLIENT: Advanced Earth Sciences <br />PROJECT: Foothills Area 2A <br />Date Received: 9/15/2015 <br />Date Reported: 9/17/2015 <br />Client Sample ID: J20212864 <br />Material Description: 8oz Non -Woven Geotextile <br />SPECIMENS <br />ASTM D5261 Mass per Unit Area (oz/ yd.2 <br />Continued on next page (Sheet 1 of 2) <br />LEGENDS: <br />MD - MACHINE DIRECTION 1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net <br />TD&SVERSE DIRECTION Precision Geosynthetic Laboratorie0national dba TRI Environmental, Inc. <br />QC'd By: 1-4 <br />TRI Job No.: G150911 <br />TRI Control No.: 106843 <br />8 <br />0 <br />Test Specimen Size: 4"x 8" <br />8.1 8.3>' 8.5 8.3 $.2 <br />ASTM D4632 <br />Grab Tensile <br />Test was performed as directed in D4632, dry condition. Intron Tensile Testing Machine e4th hydraulic acbm gnps and <br />1 in x 2 in rubber faces was used. Maximum load used for testing: 1500 lbs <br />Grab Breaking Load (lbs) <br />MD 237 239:: 241 244 250 141 238, <br />TD 260 259 27111. 268 260 267 26i� 2i> <br />Apparent Breaking Elongation (percent) <br />MD 72:10.1'...``, 73 >73 73 77. ?3 <br />79 <br />TD 77 E7 86 87 86 89 94 92 <br />86 <br />ASTM D4533 <br />Trapezoid Tear Strength (lbs) <br />Specimens were tested as directed in Test Method D4=, dry conditfon. <br />............................................. <br />MD 101 117 111 12 116 111E6 120 121 <br />>t2it <br />TD 13$ 129 117 20 127 tk2(i 127 :XXX '122 <br />1f8` <br />ASTM D4491 <br />Permittivity (sec.-') <br />Constant Head <br />Four specimens were tested by holding the head constant at 50 mm. The corresponding water volume passing though the specwrw <br />was collected at the discharge side and the amount and time recorded. Five readings were taken for each specimen. <br />BT Technology permittivity testing apparatus compliant to ASTM D4491 requirements was used. <br />1.80 i.ti3 '; 1.83 118 <br />Permeability (cm./ sec.) <br />X1.44 0.47 0.44 0.41 <br />Flow Rate (gpm/ ft.2) <br />135 137 ' 137 133 <br />Continued on next page (Sheet 1 of 2) <br />LEGENDS: <br />MD - MACHINE DIRECTION 1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net <br />TD&SVERSE DIRECTION Precision Geosynthetic Laboratorie0national dba TRI Environmental, Inc. <br />QC'd By: 1-4 <br />TRI Job No.: G150911 <br />TRI Control No.: 106843 <br />8 <br />0 <br />
The URL can be used to link to this page
Your browser does not support the video tag.