REPLANTEO CURV VERTICALSEXPEDIENTE TCNICOLA CONSTRUCCION DE LA CARRETERA TIALANGO DUNIA CHICO (LUYA - AMAZONAS)(Tramo 0+000 1+000)SE TIENEN LOS SIGUIENTES DATOS DEL ALINEAMIENTO EN PLANTA:AZIMUT =117.00CURVAANGULODISTANCIA(m)RADIO(m)TANGENTE(m)LONGITUDCURVA (m)CURVA (m)EXCENTRICA(m)PROGRESIVASCOORDENADASPIPCPTXY------10000.00+--733,344.009,331,624"0188.00(Der)1514.48523.03820.8405.8510000.00+9985.52+10008.55+733,344.009,331,624.0088000212.00(Izq)909.45918.85018.8150.509994.07+9984.61+10003.46+733,344.009,331,624.0012000330.00(Der)4512.05823.56223.2941.599994.00+9981.94+10005.50+733,344.009,331,624.0030000421.00(Izq)458.34016.49316.4010.779993.45+9985.11+10001.60+733,344.009,331,624.002100059.00(Izq)1007.87015.70815.6920.319993.26+9985.39+10001.10+733,344.009,331,624.009000620.00(Izq)457.93515.70815.6280.699993.23+9985.29+10001.00+733,344.009,331,624.0020000735.62(Der)258.03115.54115.2921.269993.07+9985.03+10000.58+733,344.009,331,624.00353700893.00(Izq)1212.64519.47817.4095.439992.54+9979.90+9999.38+733,344.009,331,624.00930009153.00(Der)1249.98432.04423.33739.409986.73+9936.75+9968.79+733,344.009,331,624.00153001051.00(Izq)157.15513.35212.9151.629918.81+9911.65+9925.00+733,344.009,331,624.0051001128.50(Der)307.61914.92314.7690.959917.85+9910.23+9925.15+0.000.00283001232.50(Izq)308.74417.01716.7901.259917.53+9908.79+9925.81+0.000.00323001314.00(Izq)607.36714.66114.6240.459917.06+9909.70+9924.36+0.000.0014001417.00(Der)608.96717.80217.7370.679916.99+9908.02+9925.83+0.000.0017001536.50(Izq)309.89319.11118.7901.599916.86+9906.97+9926.08+0.000.00363001683.00(Der)1210.61717.38315.9034.029916.18+9905.57+9922.95+0.000.0083001770.00(Izq)128.40214.66113.7662.659912.33+9903.93+9918.59+0.000.0070001893.00(Izq)1010.53816.23214.5074.539910.19+9899.65+9915.88+0.000.0093001973.00(Izq)107.40012.74111.8962.449905.35+9897.95+9910.69+0.000.0073002023.00(Der)459.15518.06417.9430.929903.29+9894.13+9912.20+0.000.0023002132.00(Izq)308.60216.75516.5381.219903.04+9894.44+9911.19+0.000.0032002215.50(Der)456.12412.17412.1370.429902.59+9896.47+9908.64+0.000.00153002325.00(Der)459.97619.63519.4801.099902.52+9892.54+9912.18+0.000.0025002453.50(Der)3015.12128.01327.0063.609902.20+9887.08+9915.09+0.000.00533002585.50(Izq)1211.09317.90716.2914.349899.97+9888.88+9906.79+0.000.00853002621.00(Izq)458.34016.49316.4010.779895.69+9887.35+9903.85+0.000.0021002734.00(Der)309.17217.80217.5421.379895.51+9886.33+9904.14+0.000.0034002814.00(Der)-45.005.52510.99610.9680.349894.96+--0.000.001400CURVA HORIZONTAL 01CURVA HORIZONTAL 03PROGRESIVAARCOANGULO ()CUERDAPROGRESIVAARCOANGULO ()CUERDA9985.52+---9981.94+---10070.00+84.49161.3544649.5910260.00+278.06177.0172214.6810080.00+94.49180.453058-0.2410270.00+288.06183.383418-5.3110090.00+104.49199.551651-10.0410280.00+298.06189.749616-15.2410100.00+114.49218.650244-18.7410005.50+23.5615.00003523.2910110.00+124.49237.748837-25.3710120.00+134.49256.847430-29.2110130.00+144.49275.946023-29.8410140.00+154.49295.044617-27.1810008.55+23.0443.99933920.84CURVA HORIZONTAL 02CURVA HORIZONTAL 04PROGRESIVAARCOANGULO ()CUERDAPROGRESIVAARCOANGULO ()CUERDA9984.61+---9985.11+---10200.00+215.3968.561085167.5510370.00+384.89245.031131-81.5910210.00+225.3971.744184170.9410380.00+404.89257.763526-87.9610220.00+235.3974.927282173.8110390.00+424.89270.495922-90.0010230.00+245.3978.110381176.1410001.60+754.97480.62628377.4510003.46+18.856.00014118.82CURVA HORIZONTAL 05CURVA HORIZONTAL 07PROGRESIVAARCOANGULO ()CUERDAPROGRESIVAARCOANGULO ()CUERDA9985.39+---9985.03+---10550.00+564.61161.74913762.6410710.00+724.97830.74984246.7610560.00+574.61164.61392653.0610720.00+734.97842.20899842.3110570.00+584.61167.47871543.3610730.00+744.97853.66815436.1710580.00+594.61170.34350433.5510740.00+754.97865.12731028.5910590.00+604.61173.20829323.6510750.00+764.97876.58646519.8710600.00+614.61176.07308213.7010760.00+774.97888.04562110.3610610.00+624.61178.9378713.7110000.58+15.5417.80867415.2910001.10+15.714.50001115.69CURVA HORIZONTAL 06CURVA HORIZONTAL 08PROGRESIVAARCOANGULO ()CUERDAPROGRESIVAARCOANGULO ()CUERDA9985.29+---9979.90+---10620.00+634.71404.06766262.6010830.00+850.102029.466644-18.2410630.00+644.71410.43386069.3810840.00+860.102053.339886-22.9910640.00+654.71416.80005875.3110850.00+870.102077.213127-23.8110650.00+664.71423.16625680.319999.38+19.4846.50030017.4110660.00+674.71429.53245384.3210670.00+684.71435.89865187.2910680.00+694.71442.26484989.1810690.00+694.71442.26484989.1810001.00+15.7110.00002315.63CURVA HORIZONTAL 09PROGRESIVAARCOANGULO ()CUERDA9936.75+---10920.00+983.252347.341242-3.0710930.00+993.252371.214483-12.4410940.00+1,003.252395.087725-19.689968.79+32.0476.49941523.34

R ( 1 - 1 ) cos /2R . Tan ( /2 ) . R . 180

I.- PERFIL RASANTEEXPEDIENTE TCNICOCONSTRUCCIN DE CARRETERA CUICA - PIMPINGOS (CUTERVO - CAJAMARCA)(Tramo 10+000 - 11+000)1.- DATOS DE LOS TRAMOS CON SUS RESPECTIVA PENDIENTES:CURVACOTASCOTASCOTASTRAMOSPENDIENTEPIVPCVPTV(m)INICIO1198.518----11193.5001195.6081195.999111.98-5.01821208.9711207.7511208.462304.485.95031206.9841207.5681207.86982.43-2.48041220.5351219.9141221.935384.663.760FIN1237.500--262.268.4802.- DATOS DE LAS LONGITUDES DE LAS CURVAS VERTICALES:DESARROLLADO POR FIGURA: 402,05 - 403,01 - 403,03CURVATIPO DE CURVAVELOCIDAD DE DISEO(Km/hr)PENDIENTEADPLONG. MIN. DE CURVAL (m)01CNCAVA40-5.01805.950-10.97388402CONVEXA405.950-2.488.43384103CNCAVA40-2.483.760-6.24394704CNCAVA403.768.480-4.723733DESARROLADO EN FORMA ANALTICA:CURVATIPO DE CURVAVELOCIDAD DE DISEO(Km/hr)PENDIENTEADPLONG. MIN. DE CURVALONG. MIN. DE CURVADP>LDP