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(Mt).1 36+430.00 -11.00 -0.7282 36+675.00 -0.728 -10,7493 37+305.00 -10,749 -13,9754 37+705.00 -13,975 6,1395 38+158.00 6,139 -10,1666 38+625.00 -10,166 -9,1067 38+945.00 -9,106 -0.508 39+270.00 -0.50 -11,9359 39+605.00 -11,935 -8,816
10 40+040.00 -8,816 11,94811 40+365.00 11,948 4,44512 40+565.00 4,445 13,910
Punto de intersección Vertical (PIV).
Estacionamiento PIV Pendiente de
Entrada Pe (%).Pendiente de Salida
Ps (%).
1,731,800 100,000
Gato
1,730,017 200,0001,662,300 500,0001,606,400 100,0001,635,868 260,0001,591,140 100,0001,562,000 100,000
Xini
1,560,375 180,0001,520,394 100,0001,482,045 100,0001,520,876 100,0001,529,765 100,000
Cota de Elevación de PIV (Mt).
Longitud Curva Vertical (LCV).
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