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Manual de Pavimentação 109 MT/DNIT/DPP/IPR Figura 30 - Cálculo do “LC” 2 3 ti ti t R s R s R s LC C ha ve L 4 ,9 c ≅ R - ti co s A C s 2 c os A C 2 1, 0 0, 9 0, 8 0, 7 0, 6 0, 5 0, 4 0, 3 0, 2 40 50 60 70 80 90 LC 10 0 11 0 12 0 13 0 R = 101,15 s R = 114,63 s R = 122,62 s R = 133,24 s R = 143,27 s t = 900 1 t = 85 0 1 t = 8 00 1 t = 75 0 1 t = 70 0 1 t = 650 1 t = 600 1 t = 550 1 t = 500 1 t = 45 0 1 t = 400 1 t = 350 1 t = 30 0 1 t = 2 80 1 t = 26 0 1 t = 24 0 1 t = 2 20 1 t = 20 0 1 R = 156,38 s R = 190,96 s R = 214,87 s R = 22 9,2 5 s R = 24 5,5 8 s R = 28 6,5 3 s R = 31 2,5 0 s R = 35 0,8 8 s R = 3 99 ,8 8 s R = 4 29 ,5 5 s R = 4 91 ,1 5 s R = 5 72 ,7 4 s R = 6 14 ,2 5 s t = 1 80 1 t = 1 60 1 t = 1 40 1 t = 1 20 1 t = 1 00 1 t = 0 ,9 0 1 t = 0 ,8 0 1 t = 0 ,7 0 1 t = 0 ,6 0 1 t = 0 , 5 0 1 t = 0 , 4 0 1 t = 0 ,3 0 1 t = 0 ,2 0 1 t = 0 ,1 0 1