Calculo PoligonalCLCULO DE LA POLIGONALVALORAZIMUTPROYECCIONESCOORDENADASCORRECCIONPROY. CORREGIDACOORDENADA CORREGIDAPUNTOLADODISTANCIA (m)GRADMINSEGGRADOSORIENTACIONGRADMINSEGGRADOSRADIANESESTENORTEESTENORTEESTENORTEESTENORTEESTENORTEA627267.0009246152.000627267.0009246152.000A - I12022572843.9257.4794.494-197.196-43.7940.407-0.020-196.788-43.814I149409.0349.67D627069.8049246108.206627070.2129246108.186I1 - I2136307852.93307.1485.361-108.40382.1270.274-0.014-108.12882.114I2934622.0493.77D626961.4029246190.334626962.0849246190.300I2 - I3284405514.9740.9210.714186.024214.5950.573-0.028186.597214.566I31243010.9124.50I627147.4269246404.928627148.6819246404.866I3 - I4188276254.07276.4184.824-186.82221.0140.379-0.019-186.44320.995I4293249.8129.55I626960.6049246425.943626962.2389246425.862I4 - I51182465214.2246.8714.309-108.515-46.3510.238-0.012-108.277-46.363I556437.3256.72D626852.0899246379.591626853.9619246379.498I5-I61603033521.5303.5895.299-133.28488.5180.323-0.016-132.96188.502I6626718.8059246468.109626721.0009246468.0000.0000.0000.0000.0000.0000.000B626718.8059246468.109626721.0009246468.000TOTAL1088AZIMUT INICIALGRADMINSEG2572843.9COORDENADAS INICIALESCOORDENADAS FINALESCOORDENADAS FINALES CALCULADASERRORESTE627267.000ESTE626721ESTE626718.805ESTE-2.195NORTE9246152.000NORTE9246468NORTE9246468.109NORTE0.109

EstacadoCLCULO DE LA COTA DE LAS ESTACASESTACA N SEGMENTOhCOTA DE CURVACOTA DE LA ESTACAbacINFERIORSUPERIORkm 0.00 (A)0000+0.504.500.223,278.003,280.003,278.22Estaca # 10050+6.006.002.003,276.003,278.003,278.00Estaca # 20100+4.006.001.333,272.003,274.003,273.33Estaca # 30150+12.0012.002.003,264.003,266.003,266.00Estaca # 40200+3.007.000.863,280.003,282.003,280.86Estaca # 50250+1.008.000.253,264.003,266.003,264.25Estaca # 60300+2.0014.000.293,264.003,266.003,264.29Estaca # 70350+12.0015.001.603,258.003,260.003,259.60Estaca # 80400+5.005.002.003,256.003,258.003,258.00Estaca # 90450+4.005.001.603,258.003,260.003,259.60Estaca # 100500+7.0010.001.403,256.003,258.003,257.40Estaca # 110550+36.001.003,254.003,256.003,255.00Estaca # 110600+1.006.000.333,248.003,250.003,248.33Estaca # 120650+9.009.002.003,252.003,254.003,254.00Estaca # 130700+7.009.001.563,242.003,244.003,243.56Estaca # 140750+1.503.001.003,244.003,246.003,245.00Estaca # 150800+4.005.001.603,246.003,248.003,247.60Estaca # 160850+4.004.002.003,236.003,238.003,238.00Estaca # 170900+2.004.001.003,238.003,240.003,239.00Estaca # 180950+3.005.001.203,236.003,238.003,237.20Estaca # 191000+2.004.001.003,232.003,234.003,233.00Estaca # 201050+1.005.000.403,234.003,236.003,234.40Estaca # B1088+3.003.002.003,222.003,224.003,224.00

Hoja3SECCIONES TRANSVERSALESIZQUIERDAESTACADERECHAESTACACotaCotaCotaCotaCotaCotaCotaCotaCotaCotaCotaCotaCotaCotaDist.Dist.Dist.Dist.Dist.Dist.Dist.Dist.Dist.Dist.Dist.Dist.Dist.Dist.km 0.00 (A)3,292.003,290.003,288.003,286.003,284.003,282.003,280.003,278.223,278.003,276.003,274.003,272.003,270.003,268.0020.0016.0012.004.000000+2.009.0014.0018.0020.00Estaca # 13,290.003,288.003,286.003,284.003,282.003,280.003,278.003,278.003,276.003,274.003,272.003,270.003,268.003,266.0020.000.00+0505.0010.0015.0020.00Estaca # 23,286.003,284.003,282.003,280.003,278.003,276.003,274.003,273.333,272.003,270.003,268.003,266.003,264.003,262.0019.0012.007.003.000+1003.009.0013.0017.00Estaca # 33,278.003,276.003,274.003,272.003,270.003,268.003,266.003,266.003,264.003,262.003,260.003,258.003,256.003,254.0020.0015.0011.004.000.00+15012.0019.00Estaca # 43,294.003,292.003,290.003,288.003,286.003,284.003,282.003,280.863,280.003,278.003,276.003,274.003,272.003,270.0018.0012.004.000+2003.007.0011.0017.0020.00Estaca # 53,278.003,276.003,274.003,272.003,270.003,268.003,266.003,264.253,264.003,262.003,260.003,258.003,256.003,254.0020.0017.0013.006.000+2501.0011.0037.00Estaca # 63,278.003,276.003,274.003,272.003,270.003,268.003,266.003,264.293,264.003,262.003,260.003,258.003,256.003,254.0020.0010.000+3004.0011.0019.00Estaca # 73,272.003,270.003,268.003,266.003,264.003,262.003,260.003,259.603,258.003,260.003,258.003,256.003,254.003,252.0018.0012.007.003.000+35020.00Estaca # 83,270.003,268.003,266.003,264.003,262.003,260.003,258.003,258.003,256.003,254.003,252.003,252.003,250.003,248.0018.0014.009.005.000.00+4005.009.0014.0020.00Estaca # 93,272.003,270.003,268.003,266.003,264.003,262.003,260.003,259.603,258.003,256.003,254.003,252.003,250.003,248.0020.0014.007.000+4503.008.0013.0017.0020.00Estaca # 103,270.003,268.003,266.003,264.003,262.003,260.003,258.003,257.403,256.003,254.003,252.003,250.003,248.003,246.0020.0016.0012.003.000+5006.0014.0020.00Estaca # 113,268.003,266.003,264.003,262.003,260.003,258.003,256.003,255.003,254.003,252.003,250.003,248.003,246.003,244.0020.0016.0012.007.003.000+5502.007.0013.0020.00Estaca # 113,262.003,260.003,258.003,256.003,254.003,252.003,250.003,248.333,248.003,246.003,244.003,242.003,240.003,238.0018.009.005.000+6001.008.0013.0020.00Estaca # 123,266.003,264.003,262.003,260.003,258.003,256.003,254.003,254.003,252.003,250.003,248.003,246.003,244.003,242.0020.000.00+6508.0011.0018.00estaca3,256.003,254.003,252.003,250.003,248.003,246.003,244.003,243.563,242.003,240.003,238.003,236.003,234.003,232.0020.0017.0014.007.003.000+7005.009.0017.0020.00Estaca # 143,258.003,256.003,254.003,252.003,250.003,248.003,246.003,245.003,244.003,242.003,240.003,238.003,236.003,234.0018.0011.007.001.000+7501.008.0012.0016.0021.00Estaca # 153,260.003,258.003,256.003,254.003,252.003,250.003,248.003,247.603,246.003,244.003,242.003,240.003,238.003,236.0020.0015.0012.007.001.000+8004.009.0014.0022.00Estaca # 163,250.003,248.003,246.003,244.003,242.003,240.003,238.003,238.003,236.003,234.003,232.003,230.003,228.003,226.0019.0015.0012.009.004.000.00+8503.009.0016.0020.00Estaca # 173,252.003,250.003,248.003,246.003,244.003,242.003,240.003,239.003,238.003,236.003,234.003,232.003,230.003,228.0019.0014.0011.007.003.000+9001.007.0011.0016.0021.00Estaca # 183,250.003,248.003,246.003,244.003,242.003,240.003,238.003,237.203,236.003,234.003,232.003,230.003,228.003,226.0020.0016.0012.007.001.000+9503.0010.0014.0018.0021.00Estaca # 193,246.003,244.003,242.003,240.003,238.003,236.003,234.003,233.003,232.003,230.003,228.003,226.003,224.003,222.0020.0017.0014.009.005.002.001+0002.005.008.0012.0017.0021.00Estaca # 203,248.003,246.003,244.003,242.003,240.003,238.003,236.003,234.403,234.003,232.003,230.003,228.003,226.003,224.0020.004.001+0501.009.0012.0018.00Estaca # B3,236.003,234.003,232.003,230.003,228.003,226.003,224.003,224.003,222.003,220.003,218.003,216.003,214.003,212.0020.0010.000.01+08812.0020.00Estaca # 23Estaca # 24Estaca # 25Estaca # 26Estaca # 27Estaca # 28Estaca # 29Estaca # 30Estaca # 31Estaca # 32Estaca # 33Estaca # 34Estaca # 35Estaca # 36Estaca # 37Estaca # 38Estaca # 39Estaca # 40

PCI-PTCLCULO DE LOS PI Y PC -ESTUDIO DEFINITIVO-2013DATOSCOORDENADAS CORREGIDAS DE LOS PIELEMENTOS DE CURVAPIESTENORTEPI1627070.219246108.19CURVA NTLcESTACINTANGENTEAZIMUTPROYECCIONESPUNTOCOORDENADAS(m)(m)GRADMINSEGGRADOSRADESTENORTEESTENORTEPI2626962.089246190.30PI116.9133.33PI116.912784355'78.731.37416.5863.305PC1627086.7989246111.491PI279.1185.35PI1627070.2129246108.186PI3627148.689246404.87PI39.5418.932823618'282.604.932-16.5043.691PT1627053.7089246111.877PI467.9280.61PI279.1141023618'102.611.79177.207-17.265PC2627039.2919246173.0349PI4626962.249246425.86PI511.4322.72PI2626962.0849246190.300PI639.9574.47511735'51.290.89561.73749.473PT2627023.8219246239.773PI5626853.969246379.50PI39.5372311735'231.294.0368-7.443-5.964PC3627141.2389246398.902PI3627148.6819246404.866PI6626721.009246468.00334810'33.800.59005.3067.925PT3627153.9879246412.791PI467.9212134810'213.803.7316-37.787-56.439PC4626967.5449246369.422B626721.009246468.00PI4626962.2389246425.8622721516'272.254.7517-67.8682.672PT4626894.3709246428.533PI511.431921516'92.251.610111.422-0.450PC5626865.3839246379.049PI5626853.9619246379.4982564522'256.764.4812-11.127-2.619PT5626842.8349246376.880PIsAZIMUTDISTANCIA (m)PI639.9542564522'256.764.4812-38.892-9.153PC6626682.1089246458.847GRADMINSEGGRAD.RADPI6626721.0009246468.000PI12584354.60'258.7324.516136.0308959'308.175.3785-31.41324.690PT6626689.5879246492.690PI22823617.60'282.6054.932180.0PI3511735.16'51.2930.895144.0|PI4334810.08'33.8030.590172.0PI52721516.40'272.2554.752162.0PI62564522.30'256.7564.481144.0B308958.50'308.1665.379172.0PUNTOELEMENTOLONGITUDESTACA NAKM000A-PI1136136PI1KM0136T116.91PC1LC1PT1PI1-PI2T1PT1-PI2PI2

SUBRAZANTECALCULO DE LAS COTAS DE SUBRASANTELONGITUD DE TRAMO1060PENDIENTE4.87%ESTACACOTA FINALCOTA INICIALDIF DE COTASCOTA SUBRASANTEDISTANCIA03262.003210.4051.63210.400203262.003210.4051.63211.3720403262.003210.4051.63212.3540603262.003210.4051.63213.3260803262.003210.4051.63214.29801003262.003210.4051.63215.271001203262.003210.4051.63216.241201303262.003210.4051.63216.731301403262.003210.4051.63217.221401503262.003210.4051.63217.701501603262.003210.4051.63218.191601703262.003210.4051.63218.681701763262.003210.4051.63218.971761963262.003210.4051.63219.941962163262.003210.4051.63220.912162263262.003210.4051.63221.402262363262.003210.4051.63221.892362463262.003210.4051.63222.382462563262.003210.4051.63222.862562663262.003210.4051.63223.352662763262.003210.4051.63223.842762863262.003210.4051.63224.322862963262.003210.4051.63224.812963163262.003210.4051.63225.783163363262.003210.4051.63226.763363563262.003210.4051.63227.733563763262.003210.4051.63228.703763963262.003210.4051.63229.683964163262.003210.4051.63230.654164363262.003210.4051.63231.624364563262.003210.4051.63232.604564763262.003210.4051.63233.574764963262.003210.4051.63234.544965163262.003210.4051.63235.525165213262.003210.4051.63235.765215313262.003210.4051.63236.255315513262.003210.4051.63237.225515713262.003210.4051.63238.205715913262.003210.4051.63239.175916113262.003210.4051.63240.146116313262.003210.4051.63241.126316513262.003210.4051.63242.096516713262.003210.4051.63243.066716913262.003210.4051.63244.046917113262.003210.4051.63245.017117313262.003210.4051.63245.987317403262.003210.4051.63246.427407503262.003210.4051.63246.917507603262.003210.4051.63247.407607703262.003210.4051.63247.887707803262.003210.4051.63248.377808003262.003210.4051.63249.348008203262.003210.4051.63250.328208403262.003210.4051.63251.298408603262.003210.4051.63252.268608803262.003210.4051.63253.248809003262.003210.4051.63254.219009203262.003210.4051.63255.189209403262.003210.4051.63256.169409503262.003210.4051.63256.659509603262.003210.4051.63257.139609703262.003210.4051.63257.629709803262.003210.4051.63258.119809903262.003210.4051.63258.5999010003262.003210.4051.63259.08100010203262.003210.4051.63260.05102010403262.003210.4051.63261.03104010603262.003210.4051.63262.001060

Hoja4CALCULO DE LAS COTAS DE SUBRASANTELONGITUD DE TRAMO600PENDIENTE4.67%ESTACACOTA FINALCOTA INICIALDIF DE COTASCOTA SUBRASANTEDISTANCIA03278.003250.0028.003278.000503278.003250.0028.003275.67501003278.003250.0028.003273.331001503278.003250.0028.003271.001502003278.003250.0028.003268.672002503278.003250.0028.003266.332503003278.003250.0028.003264.003003503278.003250.0028.003261.673504003278.003250.0028.003259.334004503278.003250.0028.003257.004505003278.003250.0028.003254.675005503278.003250.0028.003252.335506003278.003250.0028.003250.00600LONGITUD DE TRAMO588PENDIENTE3.40%6503250.003230.0020.003248.30507003250.003230.0020.003246.601007503250.003230.0020.003244.901508003250.003230.0020.003243.202008503250.003230.0020.003241.502509003250.003230.0020.003239.803009503250.003230.0020.003238.1035010003250.003230.0020.003236.3940010503250.003230.0020.003234.6945010883250.003230.0020.003233.40488

ELEMENTOS DE CURVAELEMENTOS DE CURVAN CURVASANGULORADIO ( R )TANGENTE DE LA CURVA (T)LONGITUD DE CUERDA (LC)CUERDA DE CURVA ( C )EXTERNAL ( E )FLECHA DE CURVA ( F )PERALTE ( P % )SOBREANCHO (S/A)LONGITUD DE TRANSICION (LRP)VALORGRADOSRADIANESSENTIDOPI-1235223.00'23.87305560.4166634D80.00 m16.9133.3333.091.771.734.930.7945PI-21284117.50'128.68819442.2460327D38.00 m79.1185.3568.5149.7721.5510.391.4445PI-3172925.08'17.49030000.3052633I62.00 m9.5418.9318.850.730.726.370.9645PI-41213253.60'121.54822222.1214167I38.00 m67.9280.6166.3339.8319.4510.391.4445PI-5152954.18'15.49838330.2704978I84.00 m11.4322.7222.650.770.774.700.7645PI-6512436.28'51.41007780.8972751D83.00 m39.9574.47Vd. =30.00km/h.P(%) =Mx 12.00%S/A (m) =Mlt. 2.8n =02 CarrilL =6PERALTEP < 6%0.005P > 6%0.007NOTA: POR NORMA DG 2013 SE TOMARA LA LONGITOD DE TRANSICION

secc-50mDISTANCIACOTA032110 + 05032120 + 10032200 + 15032160 + 20032160 + 25032210 + 30032220 + 35032230 + 40032290 + 45032340 + 50032280 + 55032340 + 60032440 + 65032340 + 70032330 + 75032410 + 80032560 + 85032520 + 90032510 + 95032541 + 00032551 + 05032561 + 10032681 + 1503262

sub-50mCALCULO DE LAS COTAS DE SUBRAZANTE SIN CURVAS VERTICALESLONGITUD DE TRAMO1150PENDIENTE4.43%ESTACACOTA FINALCOTA INICIALDIF DE COTASCOTA SUBRASANTEDISTANCIA03262.003211.0051.003211.000503262.003211.0051.003213.22501003262.003211.0051.003215.431001503262.003211.0051.003217.651502003262.003211.0051.003219.872002503262.003211.0051.003222.092503003262.003211.0051.003224.303003503262.003211.0051.003226.523504003262.003211.0051.003228.744004503262.003211.0051.003230.964505003262.003211.0051.003233.175005503262.003211.0051.003235.395506003262.003211.0051.003237.616006503262.003211.0051.003239.836507003262.003211.0051.003242.047007503262.003211.0051.003244.267508003262.003211.0051.003246.488008503262.003211.0051.003248.708509003262.003211.0051.003250.919009503262.003211.0051.003253.1395010003262.003211.0051.003255.35100010503262.003211.0051.003257.57105011003262.003211.0051.003259.78110011503262.003211.0051.003262.001150