11 Table 11 RTWF 1 1 - Heavy rail, CWR - Light and bolted rail Table 12 Table 13 Table 12 Table 13 SMF(f) 0.5 1 and - High and Average – fi 0.5 1 Hi 1.5 0.15 Table 18 Table 19 and no history of 18 Table 19 and for moderate activity of steep ni 2.1 2.7 culvert failures (2 culverts), flooding or slope cuts and avalanches in the past settlement. Table 4 Table 4 TSF 2.5 1 for Class 5 for Class 2 Table 2 Table 3 and for Very High train Table 2 Table 3 ATF(h) 6 0.5 and for Very Low train frequency frequency 5 Table 6 Table 5 Table 6 CGF 1 1.5 and - Low and Medium – Table 7 For the ground hazards present Table 7 Table 9 For the ground hazards present and - Table 9 and - average of High for SMF(h) 1.1 0.2 High for steep slope cuts and avalanche areas settlement, average for culverts and low for (inspection vehicles in front of trains) flooding C10 hi 16.5 0.15 TF 1 Annual analysis - use fixed value of 1 1 Annual analysis - use fixed value of 1 Table 2 Table 10 and for Very High train Table 2 Table 10 ATF(f) 1 1 and for Very Low train frequency frequency Table 11 Table 11 RTWF 1 1 - Heavy rail, CWR - Light and bolted rail Table 12 For the ground hazards present Table 12 Table For the ground hazards present and Table 14 and - Low (average of low for 14 SMF(f) 2 0.6 - High for steep slope cuts and average for settlement, low for culverts and low for avalanche areas (scheduled maintenance) flooding) fi 2 0.6 Hi 69.3 0.243 ni 1 Conditions present the section 1 Conditions present along the section Table 4 Table 4 TSF 1.5 1 for Class 5 for Class 2 Table 2 Table 3 and for Very High train Table 2 Table 3 ATF(h) 1 1 and for Very Low train frequency frequency 5 Table 6 Table 5 Table 6 CGF 1 1.5 and - Low and Medium –
RTWF 1 11 - Heavy rail, CWR 1 Table 11 - Light and bolted rail SMF(f) 0.5 Table 12 and Table 13 - High 1 Table 12 and Table 13 – Average fi 0.5 1 Hi 1.5 0.15 C10 ni 2.1 Table 18 and Table 19 no history of culvert failures (2 culverts), flooding or settlement. 2.7 18 and Table 19 for moderate activity of steep slope cuts and avalanches in the past TSF 2.5 Table 4 for Class 5 1 Table 4 for Class 2 ATF(h) 6 Table 2 and Table 3 for Very High train frequency 0.5 Table 2 and Table 3 for Very Low train frequency CGF 1 5 and Table 6 - Low 1.5 Table 5 and Table 6 – Medium SMF(h) 1.1 For the ground hazards present Table 7 and Table 9 - average of High for settlement, average for culverts and low for flooding 0.2 For the ground hazards present Table 7 and Table 9 - High for steep slope cuts and avalanche areas (inspection vehicles in front of trains) hi 16.5 0.15 TF 1 Annual analysis - use fixed value of 1 1 Annual analysis - use fixed value of 1 ATF(f) 1 Table 2 and Table 10 for Very High train frequency 1 Table 2 and Table 10 for Very Low train frequency RTWF 1 Table 11 - Heavy rail, CWR 1 Table 11 - Light and bolted rail SMF(f) 2 For the ground hazards present Table 12 and Table 14 - Low (average of low for settlement, low for culverts and low for flooding) 0.6 For the ground hazards present Table 12 and Table 14 - High for steep slope cuts and average for avalanche areas (scheduled maintenance) fi 2 0.6 Hi 69.3 0.243 ni 1 Conditions present the section 1 Conditions present along the section TSF 1.5 Table 4 for Class 5 1 Table 4 for Class 2 ATF(h) 1 Table 2 and Table 3 for Very High train frequency 1 Table 2 and Table 3 for Very Low train frequency CGF 1 5 and Table 6 - Low 1.5 Table 5 and Table 6 – Medium
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