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Geotextiles in Embankment Dams - Association of State Dam Safety ...

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<strong>Geotextiles</strong> <strong>in</strong> <strong>Embankment</strong> <strong><strong>Dam</strong>s</strong>GM5(c) Seam Constant Tensile Load (SCTL) Test for Polyolef<strong>in</strong> GeomembraneSeamsGM6 Pressurized Air Channel Test for Dual Seamed GeomembranesGM7 Accelerated Cur<strong>in</strong>g <strong>of</strong> Geomembrane Test Strip Seams Made by ChemicalFusion MethodsGM8 Measurement <strong>of</strong> the Core Thickness <strong>of</strong> Textured Geomembranes (supersededby ASTM D5994)GM9 Cold Weather Seam<strong>in</strong>g <strong>of</strong> GeomembranesGM10 The Stress Crack Resistance <strong>of</strong> HDPE Geomembrane SheetGM11 Accelerated Weather<strong>in</strong>g <strong>of</strong> Geomembranes Us<strong>in</strong>g a Fluorescent UVA DeviceGM12 Asperity Measurement <strong>of</strong> Textured Geomembranes us<strong>in</strong>g a Depth GageGM13 Test Properties, Test<strong>in</strong>g Frequency and Recommended Warranty for HighDensity Polyethylene (HDPE) Smooth and Textured GeomembranesGM14 Select<strong>in</strong>g Variable Intervals for Tak<strong>in</strong>g Geomembrane Destructive SeamSamples Us<strong>in</strong>g the Method <strong>of</strong> AttributesGM15 Determ<strong>in</strong>ation <strong>of</strong> Ply Adhesion <strong>of</strong> Re<strong>in</strong>forced Geomembranes (supersededby ASTM D6636)GM16 Observation <strong>of</strong> Surface Crack<strong>in</strong>g <strong>of</strong> GeomembranesGM17 Test Properties, Test<strong>in</strong>g Frequency and Recommended Warranty for L<strong>in</strong>earLow Density Polyethylene (LLDPE) Smooth and Textured GeomembranesGM18 Test Properties, Test<strong>in</strong>g Frequency and Recommended Warrant for FlexiblePolypropylene (fPP and fPP-R) Nonre<strong>in</strong>forced and Re<strong>in</strong>forced GeomembranesGM19 Seam Strength and Related Properties <strong>of</strong> Thermally Bonded Polyolef<strong>in</strong>GeomembranesGM20 Select<strong>in</strong>g Variable Intervals for Tak<strong>in</strong>g Geomembrane Destructive SeamSamples Us<strong>in</strong>g Control ChartsGM21 Test Methods, Properties, Frequency and Recommended Warranty forEthylene Propylene Diene Terpolymer (EPDM) Nonre<strong>in</strong>forced and ScrimRe<strong>in</strong>forced GeomembraneGeosynthetic Clay L<strong>in</strong>er (GCL) RelatedGCL1 Swell Measurement <strong>of</strong> the Clay Component <strong>of</strong> GCL's (superseded by ASTMD5890)GCL2 Permeability <strong>of</strong> Geosynthetic Clay L<strong>in</strong>ers (GCLs) (superseded by ASTMD5887 and ASTM D6766)Geocomposite (GC) RelatedGC1 Soil-Filter Core Comb<strong>in</strong>ed Flow TestGC2 Strip Dra<strong>in</strong> Flow Rate Under LoadGC3 Strip Dra<strong>in</strong> K<strong>in</strong>k<strong>in</strong>g EfficiencyGC4 Compression Behavior <strong>of</strong> Prefabricated Edge Dra<strong>in</strong>s and Sheet Dra<strong>in</strong>sGC5 Erosion Control Systems to Protect Aga<strong>in</strong>st Soil Detachment by Ra<strong>in</strong>fallImpact and Overload Flow TransportGC6 Erosion Control Systems for High Velocity Flows <strong>in</strong> ChannelsC-4

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