Annex A: Frequency of inspections of incoming building materials; limit values and permissible variations vis-à-vis the original inspection Table A 1: Hot applied joint sealants as per the Technical terms of delivery for joint filling compounds in traffic areas; type N1 Test as per the Technical Limit value and permissible test specifications for joint No Test item Frequency variation EP vis-à-vis the filling compounds in traffic original inspection areas 85 °C, and ≥ 2.4.1 1 Softening DIN EN 1427 x1 permissible variation EP ± 8 K DIN EN Permissible variation EP ± 0.05 2 Density at +25 °C 2.4.1 x1 13880-1 g/cm3 40 130 1/10 mm, and – Cone penetration at 3 2.4.1 DIN EN x1 permissible variation EP ± 10 +25 °C 1/10 mm 4 Penetration and 2.4.1 DIN EN x1 60%, and ≥ recovery (resilience) 13880-3 permissible variation EP ± 10% in absolute terms 5 Heat resistance 40 130 1/10 mm, and – - cone penetration permissible variation EP ± 10 1/10 mm DIN EN 2.4.1 x2 - penetration and 13880-4 recovery (resilience) 60%, and ≥ permissible variation EP ± 10% in absolute DIN EN 6 Flow length 2.4.1 x1 3 mm ≤ 13880-5 Compatibility with DIN EN 8 2.4.1 - no change asphalt pavements 13880-9 1.00 MPa, and Adhesion and ≤ DIN EN 9.1 cohesion, at - 25°C 2.4.1 x2 permissible variation EP ± 0.15 13880-13 Maximum stress MPa Adhesion and cohesion… DIN EN 2.4.1 9.2 x2 0.15 MPa ≤ Stress following the 13880-13 end of the test Adhesion and 1.0 MPa, and ≤ cohesion following DIN EN 9.3 2.4.1 x2 permissible variation EP ± 0.15 storage in water, 13880-13 MPa maximum stress Adhesion and cohesion… DIN EN 9.4 2.4.1 x2 0.15 MPa ≤ Stress following the 13880-13 end of the test Adhesion DIN EN 10 - - - 13380-10 x1 Test performed on 3 batches distributed evenly throughout a calendar year’s production period
Annex A: Frequency of inspections of incoming building materials; limit values and permissible variations vis-à-vis the original inspection Table A 1: Hot applied joint sealants as per the Technical terms of delivery for joint filling compounds in traffic areas; type N1 No Test item Test as per the Technical test specifications for joint filling compounds in traffic areas Frequency Limit value and permissible variation EP vis-à-vis the original inspection 1 Softening 2.4.1 DIN EN 1427 x1 ≥ 85 °C, and permissible variation EP ± 8 K 2 Density at +25 °C 2.4.1 DIN EN 13880-1 x1 Permissible variation EP ± 0.05 g/cm3 3 Cone penetration at +25 °C 2.4.1 DIN EN x1 40 – 130 1/10 mm, and permissible variation EP ± 10 1/10 mm 4 Penetration and recovery (resilience) 2.4.1 DIN EN 13880-3 x1 ≥ 60%, and permissible variation EP ± 10% in absolute terms 5 Heat resistance - cone penetration - penetration and recovery (resilience) 2.4.1 DIN EN 13880-4 x2 40 – 130 1/10 mm, and permissible variation EP ± 10 1/10 mm ≥ 60%, and permissible variation EP ± 10% in absolute 6 Flow length 2.4.1 DIN EN 13880-5 x1 ≤ 3 mm 8 Compatibility with asphalt pavements 2.4.1 DIN EN 13880-9 - no change 9.1 Adhesion and cohesion, at - 25°C Maximum stress 2.4.1 DIN EN 13880-13 x2 ≤ 1.00 MPa, and permissible variation EP ± 0.15 MPa 9.2 Adhesion and cohesion… Stress following the end of the test 2.4.1 DIN EN 13880-13 x2 ≤ 0.15 MPa 9.3 Adhesion and cohesion following storage in water, maximum stress 2.4.1 DIN EN 13880-13 x2 ≤ 1.0 MPa, and permissible variation EP ± 0.15 MPa 9.4 Adhesion and cohesion… Stress following the end of the test 2.4.1 DIN EN 13880-13 x2 ≤ 0.15 MPa 10 Adhesion - DIN EN 13380-10 - - x1 Test performed on 3 batches distributed evenly throughout a calendar year’s production period
text_cnot%202012_0497_D.docx