Line 5 Preceding vehicle at 100 m in the case of right-hand traffic >0.5°R to 0.9°R 7 000 Line 5 Preceding vehicle at 100 m in the case of left-hand traffic 0.9° R to 0.5°L 5 300 >0.5°L to 0.9°L 7 000 Line 6 Preceding vehicle at 200 m in the case of left-hand traffic and right-hand traffic 0.45°L to 0.45°R 0.1°Up 16 000 Part B Test Point Position /degrees* Min. Intensity** Horizontal Vertical (cd) 50R 1.72 R D 0.86 5 100 50V V D 0.86 5 100 50L 3.43 L D 0.86 2 550
16 Decision Table "Multiple Condition * if more than one mode of the applicable Class exist only the mode which represents the worst condition has to be tested in non-bending mode according to "Bending Modes" - Condition if the system uses the same functional units to obtain bending modes for more than one class: Yes No Class C Table 17 * Category 1 bending mode ** the bending modes shall only be tested in the Class which represents the worst condition Table 18 Category 2 bending mode Test category 2 bending mode according to Table 19 Class V Non Bending Mode Table 20 * Class V Category 1 bending mode see ** Table 21 Class V Category 2 bending mode Table 22 Class W Non-bending mode Table 23 * Class W Category 1 bending mode see ** Table 24 W Category 2 bending mode Table 25 Class E if more than one mode of Class E exists only the mode Class E which relates to the highest cut-off position has to be tested in mode according to corresponding Table 26 to Table 29 No additional testing of Category 1 and/or Category 2 is necessary
5.3.6.3. Driving Beam Photometric Requirements 5.3.6.3.1. Driving Beam – Neutral State If there is more than one mode of the driving beam only the mode corresponding to the neutral state shall be tested for CoP according to Table 30 5.3.6.3.1.1. Driving Beam –bending mode –if applicable: If the system uses the same functional units to obtain bending modes for more than one class, no further testing of the bending modes of Category 1 and/or Category 2) is necessary If not, the system shall be tested according to Table 31. 5.3.6.3.2. Adaptive Driving Beam–if applicable: During adaptation, the driving-beam function shall meet the requirements for all the cases of Right-Hand and/or Left-Hand traffic specified in Part A of Table 32 If the system uses the same functional units for the adaptation of the driving beam only Line 1 and Line 4 of Table 32 have to be measured. In the case where the passing beam, which meets the requirements of 5.3.6.2 is continuously operated in conjunction with the adaptation of the driving beam, the photometric requirements in Part B Table 32 shall not be applied. Table 17 C – Neutral State – System Requirements Class C – non-bending mode Position/deg Column A Column B Column C Tabled requirements expressed in cd. horizontal 0% CoP 20% CoP 30% CoP Element min max min max min max 1 B50L L U 50 350 25 520 10 605 3 BR R 2.5 U 1 50 1750 25 2100 10 2275 4 Point BRR R 8 U 50 3550 25 4260 10 4615 5 BLL L 8 U 50 625 25 880 10 1005 7 Line III L 625 880 1005 S50+S50LL+S50RR3 U 4 1902 1875 952 2250 452 2440 U 2 3752 1875 2250 902 2440 50 R R D 52920 57330 75 R R D 44100 52920 57330 50 V V D 5100 44100 57330 7 7 0.5 0.5 m
at 50 m in the case of Traffic Line 1 Right vehicle at 50 m in the case of Traffic 2°R to 4.8°R 625 880 1003 Line 2 Left vehicle at 100 m in the case of Traffic 2.4°L to 1°L 0.3°Up 1750 2100 2275 Line 2 Right vehicle at 100 m in the case of Left-Hand Traffic 1°R to 2.4°R 0.3°Up 1750 2100 2275 Line 3 Left vehicle at 200 m in the case of 1.2°L to 0.5°L 5450 6540 7085
Traffic Line 3 Right vehicle at 200 m in the case of Left-Hand Traffic 0.5°R to 1.2°R 5450 6540 7085 Line 4 Preceding vehicle at 50 m in the case of Traffic 1.7°L to 1.0°R 0.3°Up 1850 2220 2405 >1.0°R to 1.7°R 2500 3000 3250 Line 4 Preceding vehicle at 50 m in the case of Traffic 1.7°R to 1.0°L 1850 2220 2405 >1.0°L to 1.7°L 2500 3000 3250 Line 5 Preceding vehicle at 100 m in the case of Traffic 0.9°L to 0.5°R 5300 6360 6890 >0.5°R to 0.9°R 7000 8400 9100 Line 5 Preceding vehicle at 100 m in the case of 0.9°R to 0.5°L 5300 6360 6890 >0.5°L to 0.9°L 7000 8400 9100
Traffic Line Preceding vehicle at 200 m in the case of Traffic and Traffic 0.45°L to 0.45°R 0.1°Up 19200 Part B Position /degrees* Column A Min. 0% CoP B Min. ≙ 20% CoP C Min. ≙ 30% CoP (cd) (cd) (cd) 1.72 R D 5 100 4080 3570 V D 5 100 4080 3570 3.43 L D 2 550 2040 1785 16 L D 1 180 944 826 11 R D 1 180 944 826 Intensity 6 6 6