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Physical Test <br /> Property Method Requirement <br /> Elongation at Yield 13 <br /> (percent) <br /> Elongation at Break (percent) 700 <br /> Modulus of Elasticity 1.1 x 105 <br /> (lb/sq in. ) <br /> Tear Resistance ASTM D 1004 45 <br /> (lb, minimum) Die C <br /> Low Temperature, F ASTM D 746 -112 <br /> Procedure B <br /> Dimensional Stability ASTM D 1204 ±2 <br /> (each direction, percent 212 F, 15 min. <br /> change maximum) <br /> Resistance to Soil Burial ASTM D 3083* <br /> (percent change maximum <br /> in original value) <br /> Tensile Strength Yield 5 <br /> Tensile Strength at Break 5 <br /> Elongation at Yield 10 <br /> Elongation at Break 10 <br /> Modulus of Elasticity 10 <br /> Environmental Stress Crack ASTM D 1693* 1500 <br /> (minimum, hours) <br /> * As modified in Appendix A of the National Standard Foundation Standard <br /> for Flexible Membrane Liners, Revised 1985. <br /> 3. Section 2E-ASPHALTIC PAVEMENT <br /> Page 2E-2, Paragraph 2E-4.02. Add the following subparagraph at <br /> the end of the paragraph: <br /> "Each course shall be uniformly compacted to a density of <br /> not less than 95 per cent of the maximum density possible to <br /> obtain in a voidless pavement composed of the same materials <br /> in like proportions. Asphalt density testing shall be <br /> accomplished by the methods given in ASTM D2950. All <br /> testing will be done at the expense of the owner. " <br /> AD3-2 <br />