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ARCHIVED REPORTS_2009_26
Environmental Health - Public
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ARCHIVED REPORTS_2009_26
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Last modified
7/17/2020 3:53:35 PM
Creation date
7/3/2020 10:55:05 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_26
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_2009_26.tif
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EHD - Public
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TRI / Environmental, Inc. <br />A Texas Resew International Company <br />is GEOMEMBRANE TEST RESULTS <br />TRI Client: Republic Services <br />Project: Forward Landfill <br />Material: Agru 60 rttl Microspike HDPE Geomembrane <br />Sample Identification: 902211.09 <br />TRI Log #: E2330-26-09 <br />n <br />PARAMETER <br />TEST REPLICATE NUMBER <br />ISTD. PROJ. <br />MEAN DEV. SPEC. <br />MD Machine Direction TD Transverse Direction <br />The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply <br />to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material. <br />TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. <br />page 2 of 3 <br />GeosynthetdcTesting.com <br />9083 Bee Caves Road / Austin, TX 78733 1 512 263 2101 / fax: 512 263 2558 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />Thickness (ASTM D 5994) <br />Thickness (mils) <br />60 <br />62 <br />66 <br />63 <br />64 <br />64 <br />64 <br />64 <br />64 <br />63 <br />63 <br />1 <br />60 avg <br />64 <br />63 <br />62 <br />63 <br />63 <br />64 <br />62 <br />62 <br />62 <br />63 <br />60 <br />«min <br />54 min <br />Asperity Height (GRI GM 12) <br />Asperity Height (mils) - Side A <br />31 <br />31 <br />32 <br />30 <br />32 <br />33 <br />33 <br />32 <br />35 <br />34 <br />32 1 <br />1 <br />20 min <br />Asperity Height (mils) - Side B <br />29 <br />29 <br />30 <br />26 <br />35 <br />27 <br />27 <br />31 <br />23 <br />34 <br />28 <br />4 <br />20 min <br />Density (ASTM D 1505) <br />0.940 min <br />Density (g1cm3) <br />0.944 <br />0.944 <br />0.944 <br />0.944 <br />0.000 <br />0.950 max <br />Carbon Black Content (ASTM D 4218) <br />% Carbon Black <br />2.38 <br />2.32 <br />2.35 <br />0.04 <br />2-3% <br />Carbon Black Dispersion (ASTM D 5596) <br />Rating -1 st field view <br />1 <br />1 <br />1 <br />1 <br />1 <br />9 Cat 1, 2 <br />Rating - 2nd field view <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 Cat 3 <br />Tensile Properties (ASTM D 6381GRI GM 13, 2 ipm strain rate, Type IV specimen ) <br />MD Yield Strength (ppi) <br />151 <br />158 <br />155 <br />159 <br />160 <br />157 1 <br />4 <br />126 min <br />TD Yield Strength (ppi) <br />172 <br />168 <br />178 <br />177 <br />175 <br />174 <br />4 <br />126 min <br />MD Break Strength (ppi) <br />201 <br />168 <br />174 <br />213 <br />189 <br />189 1 <br />19 <br />90 min <br />TD Break Strength (ppi) <br />183 <br />121 <br />129 <br />136 <br />144 <br />143 <br />24 <br />90 min <br />MD Yield Elongation (%) <br />22 <br />22 <br />22 <br />24 <br />24 <br />23 1 <br />1 <br />12 min <br />TD Yield Elongation (%) <br />17 <br />17 <br />17 <br />18 <br />17 <br />17 <br />0 <br />12 min <br />MD Break Elongation (%) <br />486 <br />385 <br />436 <br />478 <br />461 <br />449 1 <br />41 <br />150 min <br />TD Break Elongation (%) <br />566 <br />264 <br />194 <br />281 <br />436 <br />348 <br />151 <br />150 min <br />MD Machine Direction TD Transverse Direction <br />The testing is based upon accepted industry practice as well as the test method listed. Test results reported herein do not apply <br />to samples other than those tested. TRI neither accepts responsibility for nor makes claim as to the final use and purpose of the material. <br />TRI observes and maintains client confidentiality. TRI limits reproduction of this report, except in full, without prior approval of TRI. <br />page 2 of 3 <br />GeosynthetdcTesting.com <br />9083 Bee Caves Road / Austin, TX 78733 1 512 263 2101 / fax: 512 263 2558 <br />
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