g/m² 432 432 Mass / Unit Area ASTM D5261 (oz/yd²) (12.7) (12.7) m 1.5 1.5 Roll (ft.) (5.0) (5.0) Greater than Fiberglas Coating °C Greater than 149 ASTM D36 149 Softening (°F) (300) (300) Tensile Strength kN/m 100 x 100 100 x 100 ASTM D6637 Properties (MD x CD) (lb./in) (560 x 560) (560 x 560) Tensile Strength kN/m 80 x 80 80 x 80 ASTM @2% (lb./in) (456 x 456) (456 x 456) Strength Elongation at Less than Less than ASTM D6637 (%) Break 3 3 1 - Army Corp of Engineers test method correlated to light emitted through fabric. Table 2 Product Performance Requirements METHOD OF TEST DESCRIPTION TEST METHOD MEASURE PERFORMANCE Coating Softening Temperature Job Mix Formula Coating Softening Temperature vs. HMA Comparison Compaction Point > HMA Asphalt Binder Temperature Compaction Compaction Requirement Temperature Temperature Field Millability and Field Milling of References or Documented Recyclability Validation Asphalt with Reports Experience GlasGrid Requirements Asphalt : Grid 3Pt Beam Test at Minimum composite stiffness for 70°F, Grid with Improvement durability of composite polymer tack at mid Factor vs. Control layers over life of depth relative to a pavement during control with polymer 5x ≥ individual and long term emulsion tack coat Performance – deformation cyclic stress controlled Haversquare loading
Mass / Unit Area ASTM D5261 g/m² (oz/yd²) 432 (12.7) 432 (12.7) Roll m (ft.) 1.5 (5.0) 1.5 (5.0) Strength Properties Fiberglas Coating Softening ASTM D36 °C (°F) Greater than 149 (300) Greater than 149 (300) Tensile Strength (MD x CD) ASTM D6637 kN/m (lb./in) 100 x 100 (560 x 560) 100 x 100 (560 x 560) Tensile Strength @2% ASTM kN/m (lb./in) 80 x 80 (456 x 456) 80 x 80 (456 x 456) Elongation at Break ASTM D6637 (%) Less than 3 Less than 3 1 - Army Corp of Engineers test method correlated to light emitted through fabric. Table 2 Product Performance Requirements TEST DESCRIPTION TEST METHOD METHOD OF MEASURE PERFORMANCE Performance Requirements Coating Softening Temperature vs. HMA Asphalt Binder Compaction Temperature Temperature Comparison Job Mix Formula Compaction Temperature Requirement Coating Softening Point > HMA Compaction Temperature Field Millability and Recyclability Validation Field Milling of Asphalt with GlasGrid References or Reports Documented Experience Asphalt : Grid composite stiffness for durability of composite layers over life of pavement during individual and long term deformation 3Pt Beam Test at 70°F, Grid with polymer tack at mid depth relative to a control with polymer emulsion tack coat – cyclic stress controlled Haversquare loading Minimum Improvement Factor vs. Control ≥ 5x
tensar_ggtf_spec.docx