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ARCHIVED REPORTS_2006_23
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ARCHIVED REPORTS_2006_23
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Entry Properties
Last modified
7/17/2020 3:53:24 PM
Creation date
7/3/2020 10:51:41 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2006_23
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2006_23.tif
Tags
EHD - Public
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W-1 --_A <br />MATERIAL PROPERTIES <br />CLIENT: VECTOR ENGINEERING, INC. <br />PROJECT: Forward Lf <br />Date Received : 8/21/2006 <br />Date Reported: 8/2412006 <br />Client Sample ID: R#131220384 L#C1326071004 <br />Material Description: Single Sided Geocomposite <br />SPECIMENS <br />1 2 3 4 5 9 7 9 9 10 <br />METHOD DESCRIPTION <br />GEONET COMPONENT. <br />ASTM D1777 Thickness (mils) <br />Test Option #1 Used deadweight type dial micrometer with 1.129+/-0.001 in dia presser foot with an applied pressure of <br />0. 6+1-0.03psi provided by a 2 72gm weight. <br />........ <br />6Q:...253:........ --- .... . . ...... .. .... <br />2 0 <br />ASTM D4716 Transmissivity Tested at Normal Pressure: 10.000 psf, Gradient. 0_1 , Seating Time: 15 min/ hrs <br />Temperature of Test Water 20.2°F Specimen Size: 12"x 14' <br />Transmissivity (m.2/ sec.) <br />................................... .............. ....................................... <br />.................... <br />................ .... ......... ...................... <br />....... .... I ...... <br />Transmissivity (gal./ min./ ft.) <br />......................... . ................................................... I ............ <br />........ ........ .......................................... ............... <br />Flow Rate (gal./ min) <br />.................................... ................................................. <br />........ ........... ........ .................... <br />............................................................. ....................... <br />................................................................................................................. <br />Geosynthefts arranged as follows: Thickness: 310.5 mils (Before) <br />Plate Thickness 288.5 mils (After) <br />Geocomposite XXXXXX <br />Plate <br />ASTM F904 Ply Bond Adhesion (Ibs/ in.- width) <br />Specimens were conditioned for 1hrin the laboratory at 22 +/- 20C (71.6+1-3.60F) and at 60%+1-10% relative humidity. Instron <br />Tensile testing machine was used. Each end of the specimens were carefully peeled back one inch with a razor to allow insertion <br />into the grips for testing. The separated ends of the specimens were clamped to the grips, with the unseparated portions left <br />loose flap to move around freely. <br />Top of Composite <br />MD.. . ........ <br />....................... ........... I ............................................................. .. ... <br />......................... <br />TD ..................... <br />... ........ .... ........ ............ <br />.................... I ...................................... <br />. ..................... <br />............. ......... ........... ...................... . ... ...... .......... . <br />QC'd by: <br />PGL Job No.: G060731 <br />PGL Control No.: 24508 <br />.......... <br />........... <br />.......... <br />........... <br />........... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />........... <br />.......... <br />.. <br />........... <br />.......... <br />........... <br />.......... <br />.......... <br />................... <br />. <br />........... <br />.......... <br />........... <br />........... <br />........... <br />........... <br />........... <br />.......... <br />........... <br />........... <br />........... <br />........... <br />........... <br />........... <br />. <br />....... <br />........ <br />...... <br />........... <br />.............. <br />............. <br />0* -4$E;0$ <br />.......... . ....... <br />.44.::::: ::::23:-:-: <br />....Q4:.:.:.:.::2 <br />. . ... ...... . <br />.......... . <br />....... ....... <br />............... <br />150 900, - 2000 <br />MIR <br />- MA 1pmft <br />MD DIRECTION <br />Z <br />TD - TR�RSE DIRECTION ; .... . ..... <br />DC#19841Wrd#265 1111 Precision GO*thetic Laboratories <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />.......... <br />
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