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ARCHIVED REPORTS_2015
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440004
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ARCHIVED REPORTS_2015
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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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2015.tif
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EHD - Public
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TABLE 11 (Continued) Page 3 of 3 <br /> 60-MIL HDPE GEOMEMBRANE SEAM DESTRUCTIVE TESTING SUMMARY <br /> CQA SERVICES FOR CONSTRUCTION OF AREA 2A AT <br /> FOOTHILL SANITARY LANDFILL,SAN JOAQUIN COUNTY,CA <br /> Project No.: 14-101-01 Contractor: R.J.Gordon <br /> Client: San Joaquin County Geosynthetic Sub: Great Basin <br /> Peel Strength(Ib/in) <br /> Welding IMiiiiinuin Specifications:F=91;E 781 shear(lb/in) <br /> Sample Seam/Panel Machine Mite OutsideTrack InsideTrack Iminilnuln Specifications:F/X- 1201 lloss/ <br /> Numbei Numbei— No. Type Tested C1 C2 C3 C4 CS Ave. Code C1 C2 C3 C4 CS Ave. Code C1 CZ C3 C4 CS Ave. Code Fail <br /> DS-55 P102 P104 142 F 8/6/15 123 116 133 137 144 131 SE1 138 129 134 138 139 136 SE1 191 193 188 191 188 190 BRK P <br /> DS-56 P106 P107 142 F 8/6/15 141 148 146 138 126 140 SE1 148 148 156 171 157 156 SE1 184 189 185 188 181 185 BRK P <br /> DS-57 P8 P98 145 F 8/6/15 139 156 131 143 114 137 SE1 155 156 143 143 142 148 SE1 185 189 185 189 187 187 BRK P <br /> DS-58 P109 P110 142 F 8/6/15 142 134 117 132 137 132 SEI 134 121 131 118 128 126 SE1 190 192 192 190 192 191 BRK P <br /> DS-59 P111 P112 142 F 1 8/6/15 131 1 151 1 136 133 1 141 138 SE1 148 1 127 156 130 1 152 143 SE1 182 192 193 183 189 188 BRK P <br /> DS-60 P115 P116 142 F 8/6/15 144 132 131 156 132 139 SEI 134 140 150 132 133 138 SE1 184 185 186 181 185 184 BRK P <br /> DS-61 P92 P116 145 F 8/6/15 127 138 138 139 138 136 SEI 140 157 132 157 161 149 SE1 191 193 190 187 191 190 BRK P <br /> DS-62 P125 P126 142 F 8/6/15 127 130 128 125 126 127 SE1 137 157 148 152 150 149 SE1 187 181 183 187 182 184 BRK P <br /> DS-63 P127 P128 142 F 8/6/15 131 134 128 145 129 133 SE1 144 155 154 121 124 1 140 SE1 182 189 187 1 187 186 186 BRK P <br /> DS-64 P132 P133 142 F 1 8/6/15 125 126 123 132 132 128 SE1 148 147 140 145 154 147 SE1 182 1 181 186 182 1 183 183 BRK P <br /> DS-65 S4 P146 115 E 8/6/15 143 121 117 146 116 129 SE3 - - 181 185 180 182 181 182 BRK P <br /> DS-66 S5 P141 115 E 8/6/15 166 161 164 168 153 162 SE3 - 180 175 162 182 180 176 BRK P <br /> DS-67 P138 P139 142 F 8/6/15 148 137 150 149 151 147 SE1 140 149 158 148 148 149 SE1 182 187 185 180 183 183 BRK P <br /> Legend: <br /> F-Fusion Weld; BRK-Break in Sheeting; AD-BRK-Break in First Seam After Some Adhesion Failure; SE1-Break at Outer Edge of Seam; <br /> E-Extrusion Weld BRK-Break in Sheeting; SE3-Break at Bottom Edge of Seam(for PEEL only) <br /> ex-Existing Liner(Previous Phase) <br /> P146-Primary Liner SS-Secondary Liner <br /> Note: *Destructive test locations are shown on the HDPE panel lyout in Appendix D.3. <br /> **DS-4 and DS-12 had short flap on one side that couldn't be clamped for the second set of peel test at the lab.Both sides were successfully tested at the field <br /> using the field tensiometer,and the results met the Specifications. <br /> Adw& a <br /> 'Arc <br /> P:\14 Projects\14-101(SJCDPW North County and Foothill)\Foothill CQA\Report\Tables\Foothill Destructive Testing Summary.xlsx <br />
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