Elementos de la curva vertical 1Cad PIV = Km 0 + 300Elev PIV = 1032.8 mP1 = 3.26 % P2 = 1.64 %Camino Tipo B LomerioVP = VP = 60 KPHL = KAA = P1 P2 = 3.26 (-1.64) = 4.9K = 14 mL = 14 m (4.9) = 68.6 = 69 mCad PCV = Km 0 + 300 - = Km 0 + 265.50Elev PCV = Zo = Elev PIV P1 Zo = 1032.8 m 0.0326 Zo = 1031.67 m Elev PCVCad PTV = Km 0 + 300 + = Km 0 + 334.5Elev PTV = 1032.8 m (0.0164) = 1032.23 mE = EstacinX (cm)PlxZx (m)

PCV Km 0 + 265.500--1031.67

0 + 28014.50.47270.0741032.06

PIV 0 + 30034.51.1240.4221032.37

0 + 32054.51.7761.0541032.37

PTV 0 + 334.5692.2491.6901032.23

Elementos de la curva vertical 2Cad PIV = Km 0 + 592Elev PIV = 1028 mP1 = 1.64 % P2 = 2.96 %Camino Tipo B LomerioVP = VP = 60 KPHL = KAA = P1 P2 = 1.64 (2.96) = 4.6%K = 15 mL = 15 m (4.6) = 69 mCad PCV = Km 0 + 592- = Km 0 + 557.5Elev PCV = Zo = Elev PIV P1 Zo = 1028. m 0.0164 Zo = 1028.566 m Elev PCVCad PTV = Km 0 + 592 + = Km 0 + 626.5Elev PTV = 1028 m (0.0296) = 1029.021 mE = EstacinX (cm)PlxZx (m)

PCV Km 0 + 557.50--1028.566

0 + 5602.50.0410.0021028.52

0 + 58022.50.3690.1681028.35

Cad PIV 0 + 59234.50.5650.3691028.39

0 + 60042.50.6970.6021028.43

0 + 62062.51.0251.3021028.83

Cad PTV 0 + 626.5691.13161.5871029.02

Elementos de la curva vertical 3Cad PIV = Km 0 + 720Elev PIV = 1025.9 mP2 = 5.73 % P1 = -1.45 %Camino Tipo B LomerioVP = VP = 80 KPHL = KAA = P1 P2 = -1.45 (+5.73) = -7.180K = 25 mL = 25 m (7.80) = 195 mCad PCV = Km 0 + 720 - = Km 0 + 622.5Elev PCV = Zo = Elev PIV P1 Zo = 1025.9 m + 0.0145 Zo = 1027.313 m Elev PCVCad PTV = Km 0 + 720 + = Km 0 + 817.5Elev PTV = 1025.9 m (0.0573) = 1031.48 mE = EstacinX (cm)PlxZx (m)

PCV Km 0 + 622.50--1027.313

0 + 64017.50.2540.05641027.115

0 + 66037.50.5440.25891027.028

0 + 68057.50.8330.60871027.088

0 + 70077.51.12381.10571027.295

Cad PIV 0 + 72097.51.41381.7501027.65

0 + 740117.51.7042.5421028.151

0 + 760137.51.9943.4801028.8

0 + 780157.52.2844.5671029.596

0 + 800177.52.5745.801030.54

Cad PTV 0 + 817.51952.82757.0051031.48

CURVA SIMPLE 1Cad PI = Km 0 + 210 m

VP = 80 KPHGc = 2 30' = 2.5ST = 458.37 m Tan = 45.35 m

Cad PC = Km 0 + 210 m - 45.35 m = 164.65 mLC = Cad PT = Km 0 + 164.65 m + 90.4 m = 255.05 mCad TM = Cad PC - Cad TM = Km 0 + 164.65 m = 142.15 mCad MC = 142.15 + 45 = 187.15 mN = Cad CM = 255.05 - = 232.55Cad MT = 255.05 + = 277.55EstacinL (cm)Sobre elevacinSobre ampliacin

IzquierdaDerecha

TM-N Km 0+128.91513.235- 2- 20

Km 0+1402.15- 2- 0.3250

TM Km 0+142.150- 200

TM+N Km 0+155.38513.235- 2214.705

Km 0+16017.85- 2.72.7019.84

Km 0+18037.85- 5.725.7242.05

MC Km 0+187.1545- 6.8 6.850

Km 0+20045- 6.86.850

Km 0+22045 - 6.8 6.850

CM Km 0+232.5545- 6.86.850

Km 0+24037.55- 5.6755.67541.72

Km 0+26017.55- 2.6522.65219.5

MT-N Km 0+264.31513.235- 2214.705

MT Km 0+277.550- 220

Km 0+2802.45- 222.72

MT+N Km 0+290.78513.235- 220

Km 0+300- 22

Km 0+320- 22

Km 0+340- 22

Km 0+360- 22

CURVA SIMPLE 2Cad PI = Km 0 + 530 m

VP = 80 KPHGc = 2 30' = 2.5ST = 458.37 m Tan = 132.65 m

Cad PC = Km 0 + 530 m 132.65 m = 397.35 mLC = Cad PT = Km 0 + 397.35 m + 258.24 m = 655.6 mCad TM = Cad PC - Cad TM = Km 0 + 397.35 m = 374.85 mCad MC = 374.85 + 45 = 419.85 mN = Cad CM = 655.6 - = 633.1Cad MT = 655.6 + = 678.1EstacinL (cm)Sobre elevacinSobre ampliacin

IzquierdaDerecha

TM-N Km 0+361.61513.235- 2- 20

TM Km 0+374.8500- 20

Km 0+3805.15+ 0.78- 25.72

TM+N Km 0+388.08513.235+ 2- 214.705

Km 0+40045+ 3.803.8027.945

MC Km 0+419.8545- 6.8- 6.850

Km 0+42045- 6.8- 6.850

Km 0+44045- 6.8- 6.850

Km 0+46045- 6.8- 6.850

Km 0+48045- 6.8- 6.850

Km 0+50045- 6.8- 6.850

Km 0+52045- 6.8- 6.850

Km 0+54045- 6.8- 6.850

Km 0+56045- 6.8- 6.850

Km 0+58045- 6.8- 6.850

Km 0+60045- 6.8- 6.850

Km 0+62045- 6.8- 6.850

CM Km 0+633.1045- 6.8- 6.850

Km 0+64038.15.76- 5.7642.33

Km 0+66018.12.74- 2.7420.11

MT-N Km 0+664.8713.2352- 214.705

MT Km 0+678.1000- 20

Km 0+6801.9- 0.287- 22.11

MT+N Km 0+691.3413.235- 2- 20

Km 0+700- 2- 2

Km 0+720- 2- 2

Km 0+740- 2- 2

CURVA SIMPLE 3Cad PI = Km 0 + 876 m

VP = 80 KPHGc = 6ST = 458.37 m Tan = 101.66 m

Cad TE = Km 0 + 876 m 101.66 m = 774.34 mCad ET = Km 0 + 924.34 m + 44.8 m = 969.14 mLC = Cad TM = Cad TE - Cad TM = Km 0 + 774.34 m = 754.5 mCad MC = 754.5 + 39 = 793.5 mN = Cad CM = 969.14 - = 949.64Cad MT = 969.14 + = 988.68EstacinL (cm)Sobre elevacinSobre ampliacin

IzquierdaDerecha

TM-N Km 0+744.999.512- 2- 20

TM Km 0+754.500- 20

Km 0+7605.51.6- 29.87

TM+N Km 0+764.0129.512 2- 217.033

Km 0+78025.55.36- 5.3645.77

MC Km 0+793.539 8.2- 8.270

Km 0+800398.2- 8.270

Km 0+82039 8.2- 8.270

Km 0+840398.2- 8.270

Km 0+86039 8.2- 8.270

Km 0+880398.2- 8.270

Km 0+90039 8.2- 8.270

Km 0+920398.2- 8.270

Km 0+94039 8.2- 8.270

CM Km 0+949.64398.2- 8.270

Km 0+96028.646.02- 6.0251.40

MT-N Km 0+979.1289.5122- 217.073

Km 0+9808.641.82- 215.50

MT Km 0+988.6400- 20

MT+N Km 0+998.1529.512- 2- 20

Km 0+1000- 2- 2

Km 0+1020- 2- 2

Km 0+1030- 2- 2

a) Volumen ALb) S/Ac) Movimiento de terraceras

a) AL = 11980 m3 12020 m3 = 40 m3b) S/A = S/A = S/A = S/A = 5.25 EST (2640)S/A = 13860 m3 EST RELLENO

a) Volumen ALb) S/Ac) Movimiento de terraceras

a) AL = 15365 m3 15340 m3 = 25 m3b) S/A = S/A = S/A = S/A = 4.125 EST (680)S/A = 2805 m3 EST CORTE

a) Volumen ALb) S/Ac) Movimiento de terraceras

a) AL = 16620 m3 16420 m3 = 200 m3b) S/A = S/A = S/A = S/A = 1.1 EST (1760)S/A = 1936 m3 EST CORTE

a) Volumen ALb) S/Ac) Movimiento de terraceras

a) AL = 10020 m3 9960 m3 = 60 m3b) S/A = S/A = S/A = S/A = 9.775 EST (1780)S/A = 8499.5 m3 EST RELLENO

a) Volumen ALb) S/Ac) Movimiento de terraceras

a) AL = 13170 m3 13160 m3 = 10 m3b) S/A = S/A = S/A = S/A = 5.4 EST (1360)S/A = 7344 m3 EST CORTE