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ARCHIVED REPORTS_2015
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ARCHIVED REPORTS_2015
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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
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EHD - Public
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TESTING, RESEARCH, CD®G AND FIELD SERVICES <br />TABLE 4. <br />MATERIAL PROPERTIES <br />CLIENT: Advanced Earth Sciences <br />PROJECT: Foothills Area 2A <br />Date Received: 5/26/2015 <br />Date Reported: 6/1/2015 <br />Client Sample ID: R#108181792 L#15131291 <br />Material Description: 60mil HDPE Textured Geomembrane <br />SPECIMENS <br />/ <br />QC'd By: 0 (a c ' _'1 <br />TRI Job No.: G150381 <br />TRI Control No.: 104097 <br />METHOD DESCRIPTION <br />180 '' <br />ASTM D5994 Thickness (mils) <br />187; <br />Apparatus: Dead-weight dial micrometer with gauge points tapered at an angle of 60' +/- 2° to the horizontal with the tip <br />TD 172 179 169 <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 />176 s <br />Loading Time: 5 sec Specimen Size: 4"x 4" <br />5 <br />64 62 61 61 61 '' 61 61 61 61 62 <br />61 <br />ASTM D7466 Asperity Height of Textured Geomembrane (mils) <br />2 to'..3 <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 />183 <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 />183'r <br />is 1.3 mm (0.051 in) in diameter with the tip tapered to a point with an extension of 17 mm (0.66 in). <br />TD 152 182 i 184 <br />Sampling: Ten (10) 3" diameter specimens were cut across the width of the sample in a randomly distributed manner <br />175' <br />The highest reading from 3 readings were taken per specimen. <br />8 ' <br />Side 28 28 30 36 35 '' 30 30 28 30 31 '' <br />30 <br />Side 8 34 34 36 35 34 31< 31 29 30 31 <br />32 <br />ASTM D1505 Density (grams/ cm.') <br />MD 18 20 20 <br />0.9429 0.9429 0.9429: <br />0.9429 <br />ASTM D6693 Tensile Properties: <br />1 <br />Type IV Test Specimens: Type IV, Width of narrow section:0.25in, Length of narrow section:1.30, Width Overall:0.750, <br />18 <br />Length Overall:4.50 Conditioning: Conducted test in standard laboratory atmosphere of 23+/-2 u C (73.4+/-3.6 a F), and <br />17 = <br />50+/-5% relative humidity. Rate of Separation: 2"/min <br />Elongation at Break (percent, %) <br />Tensile Strength at Yield (lbs/ in. -width) <br />Gauge Length = 2.0 in. <br />1 <br />MID 180 198 191 <br />180 '' <br />188 <br />187; <br />8 <br />TD 172 179 169 <br />181 <br />176 s <br />175'1 <br />5 <br />Tensile Strength at Break (Ibs/ in.- width) <br />1 cat 3 <br />S < I 2.40 <br />2 to'..3 <br />MD 186 188 180 <br />183 <br />175' <br />183'r <br />5 <br />TD 152 182 i 184 <br />176 '' <br />175' <br />176' <br />8 ' <br />Elongation at Yield (percent, %) <br />MD 18 20 20 <br />19 <br />19 '' <br />19 <br />1 <br />TD 16 18 18 <br />18 <br />17 >. <br />17 = <br />1 ". <br />Elongation at Break (percent, %) <br />Gauge Length = 2.0 in. <br />MD 494 406 388 <br />401 <br />330 <br />404 <br />59 <br />TD 326 468 501 <br />460 <br />406:' <br />432' <br />68' <br />ASTM D5596 Carbon Black Dispersion (category rating per reference chart PCN: 12-455960-38) <br />1 1 1 <br />1 <br />1 1 1 1 <br />1 1 10 out of 10 in C <br />ASTM D4218 Carbon Content <br />Apparatus: Muffle Furnace <br />1 <br />2.36 2.40 <br />2.38 <br />0.03 <br />169 s 181 <br />175' 188 90 min. <br />162' 1" <br />20 <br />12 min. <br />18 <br />1' 494 <br />100 min. <br />i'' 501 <br />9 in Cat'1 or 2 <br />gory 1 <br />1 cat 3 <br />S < I 2.40 <br />2 to'..3 <br />(End of Table 4) (Sheet 1 of 1) <br />Ry accepting the data and results presented on this report, the Client agrees to limit the liability of TRI Environmental, Inc. from Client and all other parties for claims on issues, due to the use of this data, to the cost for the respective tests presented in <br />this report; and the Client agrees to indemnify and hold harmless TRI Environmental, Inc. from and against all liabilities in excess of the aforementioned limit. <br />LEGENDS: <br />MD - MACHINE DIRECTION <br />TD- TRANSVERSE DIRECTION 1160 North Gilbert Street, Anaheim, CA 92801, www.precisionlabs.net <br />Precision Geosynthetic Laboratories International dba TRI Environmental, Inc. <br />
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