SECCION TIPO DE VIA. CAMINO VECINAL TIPO 7 4% 4% 0.60 0.60 1 1.50 D.T.S.B. 8.60 7.20 3.00 3.00 MATERIAL DE MEJORAMIENTO (E=0.30 m) BASE GRANULAR (E=0.15 m) SUBRASANTE 2.5% 2.5% L C 0+160.35 0+145.35 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C14 100.00 48.72 3.04 24.85 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C13 100.00 20.81 0.54 10.44 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C12 120.00 29.71 0.93 14.93 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C11 60.00 35.86 2.78 18.48 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C10 100.00 30.68 1.19 15.46 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C9 120.00 33.21 1.16 16.71 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C8 60.00 44.16 4.30 23.13 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C7 120.00 59.45 3.78 30.35 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C6 120.00 43.35 1.98 21.91 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C5 50.00 51.23 7.37 28.12 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C4 50.00 57.48 9.57 32.39 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C3 120.00 29.81 0.93 14.98 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C2 40.00 34.85 4.12 18.62 NUMBER DEFLEXION RADIO LONG. CURVA EXTERNAL TANGENTE C1 40.00 36.04 4.43 19.35 1+100.00 1+000.00 0+900.00 0+800.00 0+700.00 0+600.00 0+500.00 0+400.00 0+300.00 0+200.00 0+100.00 PC= 1+137.83 PT = 1+083.34 PC= 1+062.53 PT = 1+017.81 PC= 0+988.10 PT = 0+942.57 PC= 0+906.71 PT = 0+869.58 PC= 0+838.91 PT = 0+788.32 PC= 0+755.11 PT = 0+726.23 PC= 0+682.08 PT = 0+643.34 PC= 0+583.89 PT = 0+504.30 PC= 0+460.95 PT = 0+445.78 PC= 0+394.55 PT = 0+378.91 PC= 0+321.43 PT = 0+306.23 PC= 0+276.41 PT = 0+199.02 PC= 0+164.17 PT = 0+036.24 PC= 0+000.20 KM = 0+000.00 285 C. INVERT = 280.716 ABSC.- 0+574.64 $/& PP 2,00 3,00 2,00 3,00 3,20 8,20 PENDIENTE=-0.05% PCV=0+029.52 C=282.764 PIV=0+049.52 C=282.754 PTV=0+069.52 C=282.375 -0.05% -1.89% Long Curva=40.00 m K=21.71 E=-0.09 PCV=0+091.83 C=281.953 PIV=0+116.83 C=281.480 PTV=0+141.83 C=281.480 -1.89% 0.00% Long Curva=50.00 m K=26.42 E=0.12 PENDIENTE=0.00% PCV=0+277.32 C=281.480 PIV=0+327.32 C=281.480 PTV=0+377.32 C=281.974 0.00% 0.99% Long Curva=100.00 m K=101.28 E=0.12 PENDIENTE=0.99% PCV=0+447.85 C=282.670 PIV=0+497.85 C=283.164 PTV=0+547.85 C=283.164 0.99% 0.00% Long Curva=100.00 m K=101.28 E=-0.12 PENDIENTE=0.00% PCV=0+703.51 C=283.164 PIV=0+738.51 C=283.164 PTV=0+773.51 C=287.364 0.00% 12.00% Long Curva=70.00 m K=5.83 E=1.05 PENDIENTE=12.00% PCV=0+818.49 C=292.762 PIV=0+858.49 C=297.562 PTV=0+898.49 C=296.372 12.00% -2.97% Long Curva=80.00 m K=5.34 E=-1.50 PENDIENTE=-2.97% ABSCISAS C. TERRENO C. PROYECTO CORTE RELLENO 0+000.00 282.779 282.779 0.00 0.00 PC=0+000.20 282.776 282.778 0.00 0.002 0+020.00 281.971 282.769 0.00 0.798 PT=0+036.24 283.675 282.75 0.925 0.00 0+040.00 283.714 282.733 0.981 0.00 0+060.00 285.332 282.535 2.797 0.00 0+080.00 290.735 282.177 8.558 0.00 0+100.00 295.609 281.811 13.798 0.00 0+120.00 289.874 281.57 8.304 0.00 0+140.00 282.789 281.481 1.308 0.00 0+160.00 275.956 281.48 0.00 5.524 PC=0+164.17 277.785 281.48 0.00 3.695 0+180.00 280.298 281.48 0.00 1.182 PT=0+199.02 280.519 281.48 0.00 0.961 0+200.00 280.526 281.48 0.00 0.954 0+220.00 280.618 281.48 0.00 0.862 0+240.00 281.098 281.48 0.00 0.382 0+260.00 280.955 281.48 0.00 0.525 PC=0+276.41 280.827 281.48 0.00 0.653 0+280.00 280.806 281.48 0.00 0.674 0+300.00 280.79 281.506 0.00 0.716 PT=0+306.23 280.822 281.521 0.00 0.699 0+320.00 280.939 281.57 0.00 0.631 PC=0+321.43 280.956 281.576 0.00 0.62 0+340.00 281.322 281.674 0.00 0.352 0+360.00 281.548 281.818 0.00 0.27 PT=0+378.91 281.367 281.99 0.00 0.623 0+380.00 281.39 282 0.00 0.61 PC=0+394.55 281.659 282.144 0.00 0.485 0+400.00 281.686 282.198 0.00 0.512 0+420.00 281.648 282.395 0.00 0.747 0+440.00 281.693 282.593 0.00 0.9 PT=0+445.78 281.662 282.65 0.00 0.988 0+460.00 281.627 282.783 0.00 1.156 PC=0+460.95 281.627 282.791 0.00 1.164 0+480.00 281.474 282.937 0.00 1.463 0+500.00 283.019 283.051 0.00 0.032 PT=0+504.30 283.14 283.07 0.07 0.00 0+520.00 283.542 283.126 0.416 0.00 0+540.00 284.041 283.161 0.88 0.00 0+560.00 283.223 283.164 0.059 0.00 0+580.00 283.07 283.164 0.00 0.094 PC=0+583.89 283.164 283.164 0.00 0.00 0+600.00 283.297 283.164 0.133 0.00 0+620.00 281.57 283.164 0.00 1.594 0+640.00 280.609 283.164 0.00 2.555 PT=0+643.34 280.665 283.164 0.00 2.499 0+660.00 281.168 283.164 0.00 1.996 0+680.00 284.073 283.164 0.909 0.00 PC=0+682.08 284.223 283.164 1.059 0.00 0+700.00 279.904 283.164 0.00 3.26 0+720.00 280.934 283.397 0.00 2.463 PT=0+726.23 281.54 283.606 0.00 2.066 0+740.00 283.401 284.305 0.00 0.904 PC=0+755.11 284.718 285.446 0.00 0.728 0+760.00 285.275 285.899 0.00 0.624 0+780.00 287.862 288.143 0.00 0.281 PT=0+788.32 289.296 289.141 0.155 0.00 0+800.00 291.625 290.543 1.082 0.00 0+820.00 295.34 292.94 2.4 0.00 PC=0+838.91 296.769 294.821 1.948 0.00 0+840.00 296.851 294.91 1.941 0.00 0+860.00 297.142 296.13 1.012 0.00 PT=0+869.58 296.836 296.45 0.386 0.00 0+880.00 296.456 296.602 0.00 0.146 0+900.00 295.946 296.327 0.00 0.381 PC=0+906.71 295.945 296.128 0.00 0.183 0+920.00 295.589 295.732 0.00 0.143 0+940.00 295.426 295.138 0.288 0.00 PT=0+942.57 295.502 295.061 0.441 0.00 0+960.00 296.288 294.543 1.745 0.00 0+980.00 293.913 293.948 0.00 0.035 PC=0+988.10 293.551 293.707 0.00 0.156 1+000.00 293.08 293.353 0.00 0.273 15,00 ALC SECC. 2.00m x 3.00m ABSC.- 0+699.83 C. INVERT = 279.764 ESCUELA SUPERIOR POLITECNICA DEL LITORAL Integrantes: :DOWHU +XUWDUHV .OHEHU &KLOiQ Ivan Solorzano 5HYLVy Ing. Eduardo Santos Baquerizo Plano : 1/7 Fecha : Marzo 2011 Escala : Indicadas (VWXGLRV \ GLVHxRV &RQVHMR 3URYLQFLDO GH 0DQDEt Camino Vecinal La Chorera (Abscisa 0+000 - 1+000) &RQWLHQH &DVR SUiFWLFR 3UR\HFWR GH WHVLQD 7UD]DGR \ 5HSODQWHR GHO 3UR\HFWR +RUL]RQWDO GH XQD 9tD