Anexos Informe de Diseño Geometrico

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  • 7/26/2019 Anexos Informe de Diseo Geometrico

    1/18

    A. B. C. Pagina 1

    PROYECTO: CARRETERA CARANAVI - GUANAY

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE[m] [m] [m] [m] [m] [m]

    PROYECTO: CARGU

    1 0+000.00 8249458.367 653103.933 ---- ---- ---- ---- ---- ---- ---- ---

    2 0+093.91 8249518.742 653032.001 7 26' 34.60'' 307.92 40.00 40.00 40.04 40.04 ---- 0+053.8

    3 0+247.76 8249632.141 652927.910 -14 32' 43.40'' 250.00 45.00 25.63 53.53 45.64 28.15 0+194.2

    4 0+343.81 8249684.531 652846.945 5 17' 12.64'' 800.00 25.63 50.00 50.80 60.90 36.00 0+293.0

    5 0+728.40 8249922.361 652544.634 -34 38' 26.48'' 140.00 40.00 40.00 63.79 63.79 44.64 0+664.6

    6 0+873.35 8249931.524 652397.016 25 20' 54.64'' 180.00 45.00 40.00 62.84 60.78 37.13 0+810.5

    7 1+051.44 8250018.312 652239.801 -12 14' 42.08'' 450.00 50.00 50.00 73.29 73.29 46.17 0+978.1

    8 1+214.39 8250065.133 652083.294 -7 08' 29.24'' 401.15 50.00 50.00 50.05 50.05 ---- 1+164.3

    9 1+428.66 8250100.563 651871.883 -18 44' 37.26'' 240.00 45.00 45.00 62.16 62.16 33.51 1+366.4

    10 1+635.50 8250067.255 651666.915 47 10' 37.67'' 170.00 45.00 45.00 96.93 96.93 94.98 1+538.5

    11 1+910.75 8250241.986 651442.845 -39 22' 41.03'' 220.00 50.00 50.00 103.88 103.88 101.20 1+806.8

    12 2+147.89 8250235.900 651199.223 44 21' 42.37'' 230.00 50.00 50.00 118.95 118.95 128.08 2+028.9

    13 2+494.09 8250478.389 650938.556 -53 48' 05.90'' 120.00 50.00 40.57 85.92 81.80 67.40 2+408.114 2+622.74 8250452.286 650802.637 61 45' 14.13'' 60.00 40.57 37.86 56.60 55.51 25.45 2+566.1

    15 2+724.11 8250537.314 650733.496 -31 35' 14.30'' 125.00 37.86 30.43 54.09 50.97 34.77 2+670.0

    16 2+812.67 8250567.238 650648.026 40 47' 36.78'' 65.00 30.43 30.59 39.58 39.65 15.77 2+773.0

    17 2+975.03 8250710.091 650565.846 -100 42' 46.17' ' 90.00 30.59 50.00 125.16 134.22 117.91 2+849.8

    18 3+114.09 8250579.909 650414.086 14 40' 57.90'' 260.00 40.00 40.00 53.53 53.53 26.63 3+060.5

    19 3+425.07 8250443.687 650134.054 41 05' 58.85'' 170.00 40.00 41.21 83.90 84.44 81.34 3+341.1

    20 3+666.33 8250508.292 649895.594 -52 40' 59.76'' 286.50 41.21 43.53 162.61 163.72 221.07 3+503.7

    21 3+869.57 8250371.998 649718.128 25 25' 45.48'' 170.00 43.53 40.00 60.05 58.60 33.69 3+809.5

    22 4+051.51 8250333.574 649538.821 100 12' 02.42'' 55.00 40.00 40.00 87.14 87.14 56.19 3+964.3

    23 4+223.65 8250543.687 649531.872 -26 07' 54.63'' 240.00 45.00 45.00 78.27 78.27 64.46 4+145.3

    24 4+402.29 8250703.221 649446.952 -40 52' 28.39'' 90.00 40.00 33.40 53.44 50.75 27.51 4+348.8

    25 4+494.92 8250737.747 649357.474 44 26' 44.30'' 70.00 33.40 25.78 45.16 42.02 24.71 4+449.7

    26 4+574.10 8250812.812 649323.336 -62 21' 15.21'' 45.00 25.78 25.56 40.44 40.35 23.30 4+533.6

    27 4+699.16 8250820.115 649192.320 99 41' 13.40'' 65.00 25.56 39.33 90.87 97.23 80.65 4+608.2

    28 4+823.45 8250982.776 649229.508 -30 59' 19.94'' 180.00 39.33 38.51 69.63 69.27 58.44 4+753.8

    29 4+942.20 8251098.137 649191.777 36 06' 17.06'' 100.00 38.51 40.00 52.11 52.70 23.76 4+890.1

    30 5+073.48 8251225.413 649233.116 -38 27' 39.31'' 100.00 40.00 40.00 55.09 55.09 27.13 5+018.3

    31 5+281.02 8251422.706 649159.479 -1 39' 09.33'' 2500.00 ---- ---- 36.06 36.06 72.11 5+244.9

    32 5+593.72 8251712.396 649041.731 -75 54' 02.76'' 140.00 35.00 35.00 126.96 126.96 150.46 5+466.7

    33 5+734.09 8251688.141 648869.598 23 38' 45.90'' 140.00 35.00 35.00 46.87 46.87 22.78 5+687.2

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    A. B. C. Pagina 2

    PROYECTO: CARRETERA CARANAVI - GUANAY C

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE[m] [m] [m] [m] [m] [m]

    34 6+194.10 8251812.303 648425.662 14 43' 37.73'' 400.00 55.00 55.00 79.23 79.23 47.81 6+114.8

    35 6+425.51 8251929.565 648225.414 -13 17' 30.71'' 800.00 60.00 60.00 123.23 123.23 125.59 6+302.2

    36 6+706.02 8252012.120 647956.410 -66 28' 46.20'' 150.00 50.00 35.63 123.37 116.72 131.23 6+582.6

    37 6+888.90 8251855.584 647822.332 90 20' 00.81'' 70.00 35.63 45.00 89.39 93.59 70.05 6+799.5

    38 7+088.52 8252007.474 647647.077 -42 37' 18.47'' 41.00 25.00 25.00 28.70 28.70 5.50 7+059.8

    39 7+187.21 8252004.478 647546.526 66 16' 55.79'' 30.00 25.00 25.00 32.58 32.58 9.71 7+154.6

    40 7+258.37 8252073.673 647513.633 -15 44' 18.26'' 200.00 25.00 25.00 40.16 40.16 29.94 7+218.2

    41 7+346.54 8252140.339 647455.347 30 05' 45.54'' 90.00 25.00 25.00 36.77 36.77 22.27 7+309.7

    42 10+098.00 8254841.857 646926.932 -178 45' 51.16'' 27.00 25.00 25.00 2,604.71 2,604.71 59.24 7+493.2

    43 7+799.39 8252081.436 647405.302 113 37' 28.87'' 30.00 25.00 25.00 59.61 59.61 34.49 7+739.7

    44 7+977.46 8252132.174 647198.630 33 34' 49.79'' 90.00 30.00 30.00 42.27 42.27 22.75 7+935.2

    45 8+166.03 8252272.232 647069.721 15 58' 49.73'' 200.00 30.00 30.00 43.10 43.10 25.78 8+122.9

    46 8+456.29 8252532.032 646939.363 -30 17' 26.16'' 120.00 35.00 35.00 50.08 50.08 28.44 8+406.2

    47 8+666.35 8252647.578 646761.870 -7 39' 18.95'' 300.00 20.00 20.00 30.07 30.07 20.08 8+636.2

    48 8+902.32 8252748.852 646548.666 59 23' 01.18'' 70.00 37.00 37.00 58.83 58.83 35.55 8+843.4

    49 9+203.45 8253056.821 646520.595 4 43' 44.97'' 600.00 20.00 20.00 34.78 34.78 29.52 9+168.6

    50 9+351.54 8253204.937 646519.357 -54 29' 58.57'' 50.00 37.00 37.00 44.75 44.75 10.56 9+306.7

    51 9+547.83 8253320.423 646354.557 51 58' 39.89'' 70.00 37.00 37.00 52.98 52.98 26.50 9+494.8

    52 9+692.25 8253470.091 646346.711 -113 00' 55.34'' 41.00 41.00 41.00 84.85 84.85 39.87 9+607.4

    53 9+957.01 8253332.981 646065.794 46 54' 24.54'' 90.00 30.00 30.00 54.21 54.21 43.68 9+902.8

    54 10+089.71 8253381.990 645937.389 2 47' 09.33' ' 800.00 20.00 20.00 29.45 29.45 18.90 10+060.2

    55 10+187.51 8253421.267 645847.813 28 20' 47.55'' 90.00 30.00 30.00 37.82 37.82 14.53 10+149.6

    56 10+494.71 8253664.296 645658.097 -21 10' 53.98'' 250.00 50.00 32.27 71.14 63.58 51.29 10+423.

    57 10+630.07 8253734.291 645540.872 73 34' 34.29'' 75.00 32.27 40.00 72.95 76.38 60.18 10+557.

    58 10+818.93 8253933.548 645592.098 -67 20' 42.37'' 50.00 35.00 25.11 50.88 46.72 28.71 10+768.0

    59 10+893.15 8253983.584 645525.873 50 09' 33.42'' 50.00 25.11 26.98 36.28 37.03 17.73 10+856.8

    60 10+963.55 8254057.400 645522.304 -49 51' 09.06'' 50.00 26.98 25.10 36.87 36.11 17.47 10+926.6

    61 11+031.13 8254100.507 645465.880 47 19' 45.25'' 50.00 25.10 28.88 34.90 36.38 14.31 10+996.2

    62 11+120.85 8254192.825 645457.330 -68 59' 33.47'' 60.00 28.88 35.00 56.33 58.98 40.31 11+064.5

    63 11+250.82 8254231.042 645321.515 58 55' 36.99'' 80.00 35.00 35.73 63.06 63.37 46.91 11+187.7

    64 11+416.64 8254399.412 645275.274 -80 07' 41.68'' 110.00 35.73 50.00 111.23 117.79 110.97 11+305.4

    65 11+650.28 8254373.987 645010.518 37 57' 21.00'' 135.00 45.00 45.00 69.12 69.12 44.43 11+581.

    66 11+874.72 8254496.522 644817.957 62 53' 45.70'' 80.00 40.00 33.87 69.13 66.46 50.89 11+805.5

    67 11+975.84 8254607.985 644828.427 -58 42' 20.42'' 50.00 33.87 33.37 45.49 45.29 17.61 11+930.3

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    A. B. C. Pagina 3

    PROYECTO: CARRETERA CARANAVI - GUANAY C

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE[m] [m] [m] [m] [m] [m]

    68 12+061.36 8254662.597 644755.056 39 44' 04.14'' 80.00 33.37 40.00 46.17 48.77 18.80 12+015.

    69 12+236.65 8254835.667 644713.171 -38 58' 07.73'' 125.00 40.00 40.00 64.40 64.40 45.02 12+172.

    70 12+385.78 8254928.595 644591.743 -17 17' 28.49'' 220.00 40.00 40.50 53.52 53.72 26.15 12+332.

    71 12+504.72 8254969.743 644479.514 54 17' 41.28'' 90.00 40.50 ---- 65.82 47.08 65.04 12+438.9

    72 12+544.44 8255015.098 644466.876 1 54' 20.58'' ---- ---- ---- ---- ---- ---- ---

    73 12+553.56 8255023.960 644464.721 8 41' 24.53'' ---- ---- 27.30 ---- ---- ---- ---

    74 12+633.17 8255103.314 644457.815 -86 06' 12.18'' 50.00 27.30 37.15 61.43 65.74 42.91 12+571.7

    75 12+772.49 8255100.322 644298.714 59 24' 15.12'' 130.00 37.15 50.00 93.39 99.17 91.21 12+679.

    76 12+958.47 8255270.687 644193.604 -43 10' 36.86'' 100.00 45.00 34.64 61.86 57.57 35.54 12+896.

    77 13+067.51 8255300.295 644084.252 23 35' 37.66'' 180.00 34.64 50.00 55.72 61.95 31.80 13+011.7

    78 13+190.96 8255378.323 643987.009 7 27' 19.24'' 500.00 ---- ---- 32.58 32.58 65.06 13+158.3

    79 13+390.97 8255522.746 643848.508 -3 26' 00.48'' 1500.00 ---- ---- 44.96 44.96 89.89 13+346.0

    80 13+610.42 8255671.772 643687.380 39 25' 13.04'' 170.00 45.00 45.00 83.57 83.57 71.96 13+526.8

    81 13+798.03 8255862.760 643661.169 -82 26' 47.63'' 60.00 40.00 29.88 72.97 68.51 51.40 13+725.0

    82 13+886.24 8255862.267 643552.753 34 36' 52.88'' 80.00 29.88 25.00 39.91 31.74 15.01 13+846.3

    83 13+950.98 8255899.792 643497.855 22 36' 13.26'' 170.00 ---- 35.00 34.76 50.75 49.57 13+916.2

    84 14+056.16 8255988.745 643439.994 31 05' 30.92'' 100.00 35.00 35.00 45.44 45.44 19.27 14+010.7

    85 14+214.68 8256148.792 643434.544 -61 18' 31.34'' 50.00 30.00 37.12 45.48 48.34 19.94 14+169.

    86 14+311.37 8256195.340 643342.158 62 38' 18.18'' 60.00 37.12 27.72 55.11 51.14 33.17 14+256.2

    87 14+393.53 8256285.738 643341.178 -15 48' 29.32'' 180.00 27.72 35.00 39.26 42.14 18.30 14+354.

    88 14+513.99 8256401.642 643307.002 -36 36' 43.01'' 120.00 35.00 35.00 57.33 57.33 41.68 14+456.

    89 14+648.66 8256484.399 643197.017 49 06' 57.36'' 70.00 30.00 30.00 47.21 47.21 30.01 14+601.4

    90 14+767.14 8256607.001 643188.605 -5 45' 51.15'' 397.60 40.00 40.00 40.02 40.02 ---- 14+727.

    91 14+895.91 8256733.984 643166.924 -31 59' 25.89'' 70.00 30.00 25.81 34.93 33.33 11.18 14+860.9

    92 14+960.88 8256783.462 643122.872 47 29' 23.52'' 45.00 25.81 25.56 32.92 32.82 11.61 14+927.9

    93 15+027.85 8256852.827 643129.930 -37 29' 46.33'' 70.00 25.56 30.00 36.90 38.68 18.03 14+990.9

    94 15+153.98 8256961.849 643062.634 4 25' 55.47'' 1000.00 ---- ---- 38.70 38.70 77.35 15+115.2

    95 15+283.38 8257076.914 643003.361 -18 19' 31.73'' 140.00 30.00 30.00 37.62 37.62 14.78 15+245.

    96 15+434.02 8257182.670 642895.445 -23 01' 01.82'' 150.00 40.00 42.70 50.78 51.82 18.91 15+383.

    97 15+534.72 8257219.783 642800.760 41 27' 37.90'' 75.00 42.70 40.00 49.88 48.86 12.92 15+484.8

    98 15+837.15 8257491.693 642661.400 -49 01' 37.02'' 75.00 40.00 35.00 54.28 52.25 26.68 15+782.8

    99 15+940.61 8257517.599 642556.226 -1 22' 53.43'' 1658.93 ---- ---- 20.00 20.00 40.00 15+920.6

    100 16+397.67 8257616.178 642109.924 38 30' 56.61'' 90.00 40.00 40.00 51.67 51.67 20.50 16+346.0

    101 16+508.05 8257704.131 642038.628 42 31' 37.48'' 80.00 40.00 40.00 51.41 51.41 19.38 16+456.6

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    A. B. C. Pagina 4

    PROYECTO: CARRETERA CARANAVI - GUANAY C

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE[m] [m] [m] [m] [m] [m]

    102 16+619.52 8257818.830 642045.640 -38 19' 48.98'' 90.00 40.00 40.00 51.50 51.50 20.21 16+568.0

    103 16+888.80 8258042.167 641890.231 -8 43' 48.49'' 200.00 20.00 20.00 25.27 25.27 10.47 16+863.5

    104 17+026.02 8258141.649 641795.621 26 38' 56.41'' 160.00 30.00 30.00 52.95 52.95 44.42 16+973.0

    105 17+302.93 8258407.992 641714.634 19 00' 55.77'' 99.43 33.00 33.00 33.21 33.21 ---- 17+269.7

    106 17+368.56 8258474.009 641717.057 -14 20' 06.38'' 129.90 33.00 32.00 32.79 32.45 ---- 17+335.7

    107 17+470.02 8258573.400 641695.509 30 40' 50.37'' 90.00 30.00 30.00 39.79 39.79 18.19 17+430.2

    108 17+616.44 8258713.609 641742.280 -15 17' 26.67'' 170.00 30.00 25.53 37.61 35.83 17.61 17+578.

    109 17+691.44 8258788.810 641746.428 64 53' 22.27'' 41.00 25.53 30.00 39.48 41.30 18.67 17+651.9

    110 17+918.90 8258876.306 641963.499 -64 25' 49.38'' 140.00 40.00 40.00 108.50 108.50 117.43 17+810.

    111 18+076.59 8259053.212 641974.679 -16 19' 02.23'' 170.00 35.00 27.56 41.50 38.58 17.13 18+035.

    112 18+154.13 8259129.233 641957.546 17 00' 32.63'' 170.00 27.56 30.00 39.34 40.33 21.68 18+114.7

    113 18+382.75 8259357.637 641974.752 -4 33' 21.45'' 503.04 40.00 40.00 40.01 40.01 ---- 18+342.7

    114 18+477.01 8259451.927 641974.344 24 21' 34.94'' 120.00 35.00 37.00 43.60 44.37 15.02 18+433.4

    115 18+572.69 8259540.129 642013.821 -36 58' 51.33'' 100.00 37.00 40.00 52.27 53.48 26.05 18+520.

    116 18+932.08 8259893.127 641933.174 59 13' 35.51'' 50.00 30.00 30.00 43.80 43.80 21.68 18+888.2

    117 19+057.52 8259983.777 642028.224 -120 00' 57.05'' 41.00 30.00 30.00 87.55 87.55 55.88 18+969.

    118 19+245.60 8260053.356 641790.923 72 05' 05.16'' 50.00 30.00 30.00 51.88 51.88 32.91 19+193.7

    119 19+471.32 8260289.850 641784.426 23 45' 50.68'' 450.00 50.00 50.00 119.73 119.73 136.64 19+351.

    120 19+876.37 8260667.510 641938.472 -1 03' 59.11'' ---- ---- ---- ---- ---- ---- ---

    121 20+138.00 8260911.555 642032.759 -31 51' 57.14'' 140.00 40.00 40.00 60.09 60.09 37.86 20+077.

    122 20+352.58 8261124.650 641992.333 16 05' 20.86'' 500.00 50.00 50.00 95.69 95.69 90.40 20+256.8

    123 20+519.78 8261292.106 642008.007 -11 37' 45.51'' 350.00 40.00 40.00 55.66 55.66 31.04 20+464.

    124 20+689.47 8261461.050 641989.409 -17 41' 49.03'' 240.00 40.00 40.00 57.40 57.40 34.13 20+632.

    125 21+004.64 8261749.634 641861.050 26 07' 08.53'' 450.00 50.00 50.00 129.43 129.43 155.14 20+875.

    126 21+276.74 8262025.272 641871.351 -29 49' 18.75'' 130.00 30.00 23.50 49.46 46.63 40.92 21+227.

    127 21+353.97 8262095.159 641834.687 11 30' 55.80'' 200.00 23.50 30.00 32.29 34.82 13.45 21+321.6

    128 21+481.11 8262217.423 641799.244 -17 51' 47.58'' 170.00 30.00 28.55 41.68 41.09 23.73 21+439.

    129 21+560.44 8262283.576 641754.574 33 40' 15.49'' 80.00 28.55 31.00 38.73 39.70 17.24 21+521.7

    130 21+638.52 8262363.297 641754.075 -44 10' 03.56'' 60.00 31.00 30.00 40.02 39.63 15.75 21+598.5

    131 21+719.56 8262423.140 641695.213 8 22' 53.95' ' 239.26 35.00 35.00 35.04 35.04 ---- 21+684.5

    132 21+901.25 8262569.927 641588.000 6 59' 06.93' ' 328.10 40.00 40.00 40.03 40.03 ---- 21+861.2

    133 22+131.42 8262770.989 641475.817 -13 21' 27.30'' 320.00 40.00 40.00 57.49 57.49 34.60 22+073.

    134 22+404.86 8262972.818 641290.765 20 33' 21.92'' 175.00 40.00 40.00 51.79 51.79 22.79 22+353.0

    135 22+529.76 8263089.396 641243.757 -25 34' 26.79'' 170.00 40.00 40.00 58.66 58.66 35.88 22+471.

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    A. B. C. Pagina 5

    PROYECTO: CARRETERA CARANAVI - GUANAY C

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE[m] [m] [m] [m] [m] [m]

    136 22+696.87 8263203.196 641119.415 7 38' 16.52' ' 337.57 45.00 45.00 45.05 45.05 ---- 22+651.8

    137 22+904.08 8263362.239 640986.448 9 07' 57.96' ' 282.31 45.00 45.00 45.07 45.07 ---- 22+859.0

    138 23+025.60 8263466.776 640924.220 -21 42' 39.26'' 150.00 40.00 40.00 48.84 48.84 16.84 22+976.

    139 23+173.27 8263557.233 640806.440 32 21' 17.67'' 140.00 40.00 40.00 60.74 60.74 39.06 23+112.5

    140 23+329.96 8263706.632 640751.708 -6 58' 20.56'' 328.70 40.00 40.00 40.03 40.03 ---- 23+289.9

    141 23+457.50 8263820.241 640693.590 15 37' 09.24'' 250.00 40.00 36.25 54.14 52.62 30.03 23+403.3

    142 23+552.77 8263914.078 640674.544 -9 26' 04.49'' 300.00 36.25 40.00 43.13 44.53 11.28 23+509.6

    143 23+687.97 8264040.503 640626.248 3 31' 48.88'' 1200.00 ---- ---- 36.98 36.98 73.94 23+650.9

    144 23+807.85 8264154.934 640590.436 -7 40' 47.67'' 261.12 35.00 35.00 35.04 35.04 ---- 23+772.8

    145 23+991.56 8264321.424 640512.597 12 11' 11.96'' 200.00 30.00 28.16 36.26 35.55 13.46 23+955.3

    146 24+064.32 8264392.548 640496.345 -41 59' 31.86'' 60.00 28.16 30.00 37.40 38.12 14.89 24+026.9

    147 24+148.01 8264442.134 640425.888 30 57' 08.12'' 64.79 35.00 35.00 35.61 35.61 ---- 24+112.3

    148 24+230.10 8264518.300 640392.118 16 14' 14.35'' 170.00 30.00 33.78 39.49 40.97 16.29 24+190.6

    149 24+325.54 8264613.269 640379.322 -28 24' 37.89'' 150.00 33.78 31.86 54.86 54.04 41.56 24+270.

    150 24+457.49 8264721.285 640300.602 55 35' 41.69'' 120.00 31.86 40.00 79.62 83.29 80.51 24+377.8

    151 24+611.24 8264876.139 640355.472 -36 14' 52.41'' 100.00 40.00 38.49 52.84 52.24 24.02 24+558.

    152 24+716.50 8264979.393 640324.422 17 10' 09.77'' 240.00 38.49 40.00 55.58 56.20 32.67 24+660.9

    153 24+804.57 8265068.079 640325.091 -2 44' 12.35'' ---- ---- ---- ---- ---- ---- ---

    154 25+054.37 8265317.673 640315.047 -23 48' 27.99'' 380.00 50.00 50.00 105.16 105.16 107.90 24+949.

    155 25+294.54 8265535.508 640208.273 -8 56' 51.68'' 600.00 50.00 50.00 71.96 71.96 43.70 25+222.5

    156 25+552.43 8265746.773 640060.014 -3 02' 13.30'' 1500.00 ---- ---- 39.76 39.76 79.51 25+512.6

    157 25+943.01 8266054.162 639819.017 -50 16' 18.58'' 300.00 50.00 50.00 165.92 165.92 213.22 25+777.

    158 26+477.96 8266069.920 639265.671 54 06' 35.39'' 400.00 35.00 35.00 221.86 221.86 342.76 26+256.

    159 26+717.21 8266293.247 639113.563 -8 23' 58.84'' 420.00 35.00 35.00 48.35 48.35 26.57 26+668.8

    160 26+850.05 8266391.027 639023.464 -14 57' 36.43'' 220.00 35.00 35.00 46.41 46.41 22.44 26+803.

    161 26+954.86 8266447.361 638934.632 30 42' 39.81'' 150.00 35.00 35.00 58.78 58.78 45.40 26+896.0

    162 27+135.39 8266610.266 638851.958 74 15' 41.91'' 80.00 40.00 35.18 80.96 78.82 66.10 27+054.4

    163 27+255.47 8266704.154 638953.896 -32 13' 37.42'' 145.00 35.18 40.00 59.77 61.81 43.97 27+195.

    164 27+348.75 8266796.549 638978.872 21 58' 35.46'' 105.00 25.00 25.00 32.93 32.93 15.27 27+315.8

    165 27+455.16 8266881.884 639043.419 -74 54' 09.36'' 73.00 35.00 35.00 73.92 73.92 60.43 27+381.2

    166 27+553.66 8266973.465 638972.384 22 59' 43.43'' 120.00 35.00 35.00 41.98 41.98 13.16 27+511.6

    167 27+726.57 8267141.412 638927.999 17 46' 41.53'' 400.00 50.00 50.00 87.60 87.60 74.12 27+638.9

    168 27+885.59 8267301.299 638936.307 -16 19' 15.24'' 230.00 40.00 40.00 53.02 53.02 25.52 27+832.

    169 28+005.75 8267418.721 638908.449 -28 11' 21.88'' 130.00 30.00 30.00 47.71 47.71 33.96 27+958.

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    A. B. C. Pagina 6

    PROYECTO: CARRETERA CARANAVI - GUANAY C

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE[m] [m] [m] [m] [m] [m]

    170 28+114.50 8267501.211 638835.375 12 34' 22.61'' 200.00 30.00 31.33 37.13 37.64 13.22 28+077.3

    171 28+177.51 8267556.532 638804.757 -5 48' 38.42'' 230.00 31.33 ---- 25.59 13.43 7.66 28+151.9

    172 28+231.77 8267601.122 638773.797 -42 24' 23.53'' 80.00 31.39 21.94 40.86 42.74 27.09 28+190.9

    173 28+301.23 8267617.238 638702.977 10 42' 49.06'' 200.00 21.94 25.00 29.89 31.10 13.93 28+271.3

    174 28+427.74 8267667.803 638586.872 24 16' 34.69'' 150.00 35.00 35.00 49.83 49.83 28.56 28+377.9

    175 28+545.46 8267755.844 638507.069 -54 18' 40.01'' 80.00 30.00 24.41 56.18 50.84 45.96 28+489.2

    176 28+622.33 8267746.387 638424.084 -9 53' 47.16'' 365.00 ---- 40.39 32.68 50.73 42.85 28+589.6

    177 28+728.77 8267716.291 638321.812 69 47' 52.61'' 50.00 40.39 40.00 55.88 55.73 20.71 28+672.8

    178 28+970.49 8267918.776 638171.434 -22 40' 55.47'' 150.00 40.00 25.05 49.46 43.34 26.86 28+921.

    179 29+049.94 8267959.819 638102.359 41 04' 27.92'' 65.00 25.05 25.02 37.01 37.00 21.56 29+012.9

    180 29+155.41 8268062.259 638068.664 -103 43' 12.98'' 45.00 25.02 31.06 70.84 73.59 53.42 29+084.

    181 29+224.85 8268007.062 637980.083 11 03' 48.02'' 170.00 31.06 ---- 30.78 17.70 17.30 29+194.0

    182 29+310.67 8267976.451 637899.770 65 13' 51.07'' 95.00 31.55 40.00 68.25 81.00 63.57 29+242.4

    183 29+454.37 8268086.819 637786.933 8 49' 01.50' ' 259.93 40.00 40.00 40.06 40.06 ---- 29+414.3

    184 29+607.81 8268209.744 637694.918 -20 04' 16.82'' 130.00 30.00 29.99 38.05 38.04 15.55 29+569.

    185 29+678.30 8268248.558 637635.406 16 37' 01.56'' 130.00 29.99 ---- 33.01 19.99 22.71 29+645.2

    186 29+771.89 8268320.198 637574.713 32 43' 24.66'' 250.00 ---- 40.40 73.90 93.17 122.58 29+697.9

    187 29+923.72 8268474.766 637554.235 -45 46' 58.39'' 100.00 40.40 41.70 62.75 63.29 38.85 29+860.

    188 30+042.03 8268548.450 637455.272 51 52' 17.17'' 80.00 41.70 40.61 60.09 59.64 31.27 29+981.9

    189 30+151.09 8268663.631 637452.339 -70 17' 34.79'' 50.00 40.61 27.53 55.57 50.16 27.27 30+095.5

    190 30+231.30 8268691.980 637366.361 27 00' 57.72'' 110.00 27.53 30.00 40.37 41.38 23.10 30+190.9

    191 30+323.26 8268758.093 637300.855 -30 05' 28.95'' 90.00 30.00 25.15 39.04 37.09 19.69 30+284.2

    192 30+397.20 8268777.785 637228.243 53 42' 50.20'' 50.00 25.15 25.39 38.15 38.25 21.60 30+359.0

    193 30+463.48 8268843.572 637202.841 -35 54' 40.72'' 60.00 25.39 25.59 32.28 32.36 12.12 30+431.2

    194 30+531.28 8268881.311 637144.675 50 35' 03.29'' 50.00 25.59 30.99 36.98 39.12 15.85 30+494.3

    195 30+618.58 8268971.701 637134.472 -47 45' 17.04'' 80.00 30.99 44.75 51.84 57.46 28.81 30+566.7

    196 30+783.71 8269071.092 636996.689 83 48' 53.41'' 100.00 44.75 32.36 112.43 106.71 107.73 30+671.

    197 30+935.41 8269232.779 637088.614 -107 46' 21.74'' 45.00 32.36 35.04 79.29 80.49 50.95 30+856.

    198 31+033.43 8269261.409 636952.135 54 09' 57.93'' 80.00 35.04 40.00 58.96 61.05 38.11 30+974.4

    199 31+226.73 8269444.294 636870.760 -7 40' 22.97'' 450.00 30.00 40.00 45.67 49.70 25.26 31+181.0

    200 31+380.51 8269575.278 636789.991 -78 25' 02.06'' 50.00 40.00 27.53 61.06 55.75 34.67 31+319.4

    201 31+457.35 8269543.888 636704.106 20 32' 32.04'' 120.00 27.53 30.00 35.69 36.65 14.26 31+421.6

    202 31+660.05 8269545.539 636500.848 -20 45' 08.78'' 150.00 30.00 30.00 42.51 42.51 24.33 31+617.

    203 31+898.09 8269462.769 636276.937 -42 25' 58.27'' 70.00 30.00 26.44 42.18 40.71 23.62 31+855.9

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    A. B. C. Pagina 7

    PROYECTO: CARRETERA CARANAVI - GUANAY C

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE[m] [m] [m] [m] [m] [m]

    204 32+009.69 8269361.063 636224.487 99 31' 37.06' ' 50.00 26.44 40.00 73.72 79.80 53.64 31+935.9

    205 32+149.15 8269464.652 636086.052 40 27' 33.60' ' 150.00 40.00 40.00 75.43 75.43 65.92 32+073.7

    206 32+299.11 8269615.741 636051.910 27 59' 51.41' ' 100.00 30.00 27.19 39.87 38.74 20.27 32+259.2

    207 32+391.36 8269705.845 636076.498 -84 06' 21.84'' 45.00 27.19 25.12 54.66 53.75 39.90 32+336.7

    208 32+469.39 8269739.856 635988.622 26 09' 28.39' ' 120.00 25.12 25.00 40.48 40.43 29.72 32+428.9

    209 32+569.98 8269814.585 635919.703 1 26' 22.14'' 2000.00 ---- ---- 25.13 25.13 50.25 32+544.8

    210 32+855.64 8270029.368 635731.378 27 52' 29.57' ' 100.00 30.00 30.00 39.90 39.90 18.65 32+815.7

    211 32+977.53 8270149.077 635702.926 -55 27' 45.88'' 60.00 30.00 30.00 46.84 46.84 28.08 32+930.6

    212 33+130.51 8270206.339 635555.045 -24 40' 40.12'' 140.00 30.00 30.00 45.68 45.68 30.30 33+084.

    213 33+310.82 8270195.234 635374.020 -24 18' 06.02'' 82.52 35.00 35.00 35.37 35.37 ---- 33+275.4

    214 33+484.07 8270114.052 635220.124 104 05' 25.67'' 50.00 30.00 30.00 80.01 80.01 60.84 33+404.0

    215 33+675.22 8270337.823 635165.485 29 33' 03.03' ' 150.00 40.00 40.00 59.67 59.67 37.36 33+615.5

    216 33+828.46 8270487.148 635207.822 -73 54' 57.18'' 50.00 40.00 31.52 57.99 54.47 28.74 33+770.4

    217 33+986.10 8270576.931 635063.655 63 38' 44.44'' 160.00 31.52 39.21 115.37 118.98 142.36 33+870.

    218 34+248.84 8270859.582 635091.165 -65 40' 27.89'' 225.00 39.21 40.00 165.01 165.38 218.30 34+083.

    219 34+477.26 8270989.776 634864.611 11 15' 10.31'' 203.67 40.00 40.00 40.09 40.09 ---- 34+437.

    220 34+575.67 8271054.636 634790.359 -54 16' 38.18'' 60.00 30.00 30.00 46.04 46.04 26.84 34+529.6

    221 34+652.89 8271035.889 634710.049 20 12' 07.66' ' 120.00 30.00 30.00 36.43 36.43 12.31 34+616.4

    222 34+748.05 8271047.654 634615.080 -6 17' 32.10'' 700.00 30.00 30.00 53.48 53.48 46.87 34+694.5

    223 34+848.72 8271049.008 634514.339 28 16' 49.46' ' 120.00 30.00 30.00 45.30 45.30 29.23 34+803.4

    224 34+933.69 8271090.937 634438.855 -29 06' 13.78'' 100.00 30.00 30.00 41.04 41.04 20.80 34+892.

    225 35+049.02 8271090.828 634322.231 81 38' 21.87' ' 50.00 30.00 27.28 58.66 57.46 42.60 34+990.3

    226 35+160.15 8271216.820 634303.595 -106 04' 58.84'' 41.00 27.28 39.13 69.90 75.14 42.71 35+090.

    227 35+259.32 8271160.802 634180.656 76 58' 00.73' ' 50.00 39.13 35.00 59.96 58.24 30.10 35+199.3

    228 35+428.80 8271306.284 634068.902 31 45' 00.10' ' 150.00 30.00 30.00 57.72 57.72 53.12 35+371.0

    229 35+558.92 8271438.064 634055.563 -71 27' 59.64'' 50.00 30.00 26.45 51.29 49.76 34.14 35+507.6

    230 35+637.53 8271457.725 633968.694 59 37' 23.81' ' 45.00 26.45 25.90 39.31 39.08 20.65 35+598.2

    231 35+711.08 8271532.965 633944.793 -31 19' 54.57'' 95.00 25.90 30.00 39.86 41.55 24.00 35+671.2

    232 35+939.17 8271683.725 633771.637 -41 37' 14.07'' 125.00 40.00 32.45 67.42 64.13 54.58 35+871.

    233 36+037.64 8271682.691 633668.646 38 19' 27.60' ' 65.00 32.45 30.11 38.86 37.97 12.20 35+998.7

    234 36+151.77 8271753.829 633576.765 -64 07' 27.47'' 100.00 30.11 40.00 78.24 82.71 76.87 36+073.

    235 36+346.98 8271660.897 633389.356 9 37' 04.59' ' 600.00 35.00 35.00 67.98 67.98 65.72 36+279.0

    236 36+562.00 8271598.830 633183.230 100 54' 53.41'' 60.00 35.00 35.00 91.15 91.15 70.68 36+470.8

    237 36+662.02 8271739.745 633168.810 22 53' 17.24' ' 112.65 45.00 45.00 45.43 45.43 ---- 36+616.5

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    A. B. C. Pagina 8

    PROYECTO: CARRETERA CARANAVI - GUANAY C

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE[m] [m] [m] [m] [m] [m]

    238 36+836.02 8271906.918 633220.064 -59 18' 45.02'' 130.00 40.00 40.00 94.30 94.30 94.58 36+741.

    239 36+999.12 8272037.985 633100.940 22 13' 02.88'' 150.00 40.00 ---- 48.35 30.63 38.17 36+950.7

    240 37+075.85 8272110.828 633074.355 66 04' 43.52' ' 60.00 25.00 30.00 46.92 54.34 36.70 37+028.9

    241 37+169.56 8272182.531 633148.681 3 09' 02.40' ' 818.34 45.00 45.00 45.01 45.01 ---- 37+124.5

    242 37+391.43 8272327.570 633316.589 -19 03' 50.55'' 250.00 40.00 40.00 62.02 62.02 43.18 37+329.

    243 37+543.12 8272459.526 633393.129 -19 00' 18.38'' 160.00 30.00 30.00 41.82 41.82 23.07 37+501.

    244 37+677.78 8272592.218 633419.187 -28 44' 05.76'' 170.00 40.00 40.00 63.64 63.64 45.26 37+614.

    245 37+899.20 8272805.167 633351.536 -64 07' 55.78'' 120.00 30.00 32.68 90.43 91.67 102.98 37+808.

    246 38+028.39 8272826.048 633207.404 63 53' 29.57' ' 60.00 32.68 28.28 53.96 52.08 36.43 37+974.4

    247 38+145.05 8272945.324 633168.959 -52 14' 13.72'' 120.00 28.28 33.36 73.24 75.55 78.59 38+071.

    248 38+308.96 8273004.025 633006.779 89 35' 52.23' ' 80.00 33.36 40.00 96.92 99.97 88.42 38+212.0

    249 38+454.75 8273174.562 633067.154 28 56' 36.06' ' 150.00 30.00 30.00 53.77 53.77 45.77 38+400.9

    250 38+682.72 8273326.976 633239.057 -137 20' 54.15'' 42.00 35.00 35.00 128.07 128.07 65.68 38+554.

    251 38+870.26 8273332.838 632931.108 88 27' 58.81' ' 60.00 35.00 35.00 76.69 76.69 57.64 38+793.5

    252 39+038.57 8273526.888 632929.608 38 36' 32.89' ' 140.00 35.00 35.00 66.66 66.66 59.34 38+971.9

    253 39+167.62 8273631.476 633011.810 -24 54' 13.11'' 120.00 30.00 30.00 41.56 41.56 22.16 39+126.

    254 39+284.82 8273746.482 633038.917 -107 22' 25.36'' 41.00 35.00 35.00 74.87 74.87 41.84 39+209.

    255 39+507.92 8273727.770 632778.587 59 16' 41.21' ' 120.00 40.00 34.37 88.41 85.85 86.97 39+419.5

    256 39+685.97 8273884.516 632669.511 -65 58' 05.98'' 135.00 34.37 37.73 105.11 106.67 119.39 39+580.

    257 39+825.05 8273854.647 632512.956 41 22' 41.45' ' 90.00 37.73 30.00 52.71 49.50 31.13 39+772.3

    258 39+997.58 8273944.113 632361.536 -16 26' 13.10'' 600.00 40.00 30.00 106.50 101.84 137.13 39+891.

    259 40+221.30 8273999.064 632143.408 23 38' 36.01' ' 140.00 35.00 35.00 46.87 46.87 22.77 40+174.4

    260 40+350.65 8274078.905 632040.415 18 56' 44.41' ' 160.00 35.00 35.00 44.24 44.24 17.91 40+306.4

    261 40+471.07 8274180.066 631974.037 35 34' 55.18' ' 73.00 25.00 25.00 36.03 36.03 20.33 40+435.0

    262 40+559.74 8274270.384 631977.681 -82 24' 53.62'' 41.00 30.00 30.00 51.63 51.63 28.97 40+508.

    263 40+665.36 8274290.992 631859.555 34 32' 59.24' ' 130.00 30.00 30.00 55.51 55.51 48.39 40+609.8

    264 40+948.90 8274491.378 631655.253 -19 19' 52.97'' 200.00 40.00 30.00 53.67 49.53 32.48 40+895.

    265 41+153.20 8274578.395 631469.610 -19 24' 27.76'' 150.00 30.00 25.04 40.46 38.43 23.29 41+112.7

    266 41+229.84 8274586.071 631392.796 29 06' 00.61' ' 100.00 25.04 30.00 38.77 40.81 23.27 41+191.0

    267 41+329.69 8274643.793 631309.765 -7 39' 41.40'' 299.14 40.00 40.00 40.04 40.04 ---- 41+289.6

    268 41+514.08 8274727.958 631145.611 14 41' 44.12' ' 200.00 25.00 25.00 38.31 38.31 26.30 41+475.7

    269 41+594.33 8274781.695 631085.596 -33 33' 40.11'' 90.00 30.00 30.00 42.25 42.25 22.72 41+552.0

    270 41+837.96 8274817.036 630842.735 16 12' 43.92' ' 180.00 30.00 30.00 40.66 40.66 20.93 41+797.3

    271 41+946.16 8274862.056 630743.910 35 20' 16.34' ' 70.00 30.00 26.78 37.26 36.00 14.78 41+908.9

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    A. B. C. Pagina 9

    PROYECTO: CARRETERA CARANAVI - GUANAY CDIGO

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    F

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE E[m] [m] [m] [m] [m] [m]

    272 42+018.30 8274925.880 630706.808 -22 55' 14.33'' 120.00 26.78 28.10 37.83 38.36 20.56 41+980.47 42+0

    273 42+113.82 8274983.691 630629.836 30 32' 03.41'' 160.00 28.10 32.28 57.90 59.75 55.08 42+055.91 42+0

    274 42+230.88 8275093.826 630584.088 -25 39' 53.63'' 190.00 32.28 33.41 59.51 60.00 52.26 42+171.37 42+2

    275 42+331.79 8275162.092 630507.679 40 35' 10.30'' 70.00 33.41 27.36 42.47 40.04 19.20 42+289.32 42+3

    276 42+412.53 8275244.641 630496.613 -29 40' 06.98'' 110.00 27.36 35.00 43.24 46.38 25.78 42+369.29 42+3

    277 42+524.16 8275334.610 630428.065 15 01' 14.05'' 250.00 35.00 35.00 50.48 50.48 30.54 42+473.67 42+5

    278 42+665.45 8275465.745 630374.327 -10 20' 00.68'' 260.00 20.00 20.00 33.52 33.52 26.89 42+631.93 42+6

    279 42+957.45 8275711.817 630216.855 38 09' 03.17'' 100.00 35.00 32.76 52.14 51.20 32.71 42+905.32 42+9

    280 43+048.07 275804.868630225.870 18 27' 59.81'' 160.00 32.76 30.00 42.286 41.186 20.19 43+005.78 43+0

    281 43+247.17 275999.425630181.194 41 17' 08.97'' 230.00 45.00 ---- 108.72 87.20 143.23 43+138.44 43+1

    282 43+392.90 276134.450630254.059 39 31' 29.18'' 170.00 40.00 30.00 66.23 76.32 67.49 43+326.67 43+3

    283 43+559.77 276199.197630413.335 49 58' 48.94'' 100.00 40.00 40.00 67.17 58.69 39.23 43+492.61 43+5

    284 43+658.20 276299.169630445.621 21 00' 53.13'' 250.00 ---- ---- 46.37 46.37 91.69 43+611.84 -

    285 43+726.15 276368.057630441.870 13 31' 49.67'' 150.00 30.00 ---- 22.62 18.99 11.42 43+703.53 43+7

    286 43+782.93 276422.633630425.550 36 35' 29.68'' 100.00 30.00 25.00 37.97 45.83 26.36 43+744.95 43+7

    287 43+943.55 276520.226630294.909 10 15' 44.30'' 280.00 30.00 30.00 40.15 40.15 20.15 43+903.40 43+9

    288 44+047.80 276566.808630201.474 6 35' 51.92'' 440.00 30.00 30.00 40.37 40.37 20.67 44+007.44 44+0

    289 44+455.28 276789.348629860.051 9 51' 21.68'' 500.00 40.00 40.00 63.12 63.12 46.01 44+392.16 44+4

    290 44+638.80 276914.552629725.562 11 40' 19.55'' 250.00 35.00 27.19 42.67 39.56 19.84 44+596.13 44+6

    291 44+723.22 276983.555629676.568 23 44' 52.08'' 150.00 27.19 24.39 45.07 43.87 36.38 44+678.15 44+7

    292 44+805.83 277026.450629604.829 37 47' 11.02'' 80.00 24.39 25.45 39.72 40.17 27.84 44+766.11 44+7

    293 44+877.56 277095.317629577.928 29 45' 25.16'' 80.00 25.45 19.26 33.77 31.22 19.20 44+843.79 44+8

    294 44+986.77 277164.586629492.100 66 47' 05.99'' 105.00 19.26 26.29 79.07 82.39 99.62 44+907.69 44+9

    295 45+097.13 277286.540629526.360 74 06' 55.66'' 41.00 26.29 20.01 44.28 41.56 29.89 45+052.85 45+0

    296 45+163.87 277326.542629461.275 27 53' 04.62'' 96.82 20.01 35.00 34.84 40.89 19.61 45+129.04 45+1

    297 45+328.15 277468.984629377.237 39 47' 07.64'' 90.00 35.00 26.79 49.88 46.44 31.60 45+278.27 45+3

    298 45+412.94 277555.566629391.331 63 44' 12.89'' 45.00 26.79 16.54 41.28 36.85 28.39 45+371.66 45+3

    299 45+493.18 277605.893629320.797 48 51' 45.57'' 90.00 16.54 35.00 49.80 58.04 50.98 45+443.38 45+4

    300 45+608.40 277725.842629308.976 54 22' 11.83'' 60.00 30.00 30.00 46.10 46.10 26.94 45+562.30 45+5301 45+691.58 277770.069629232.378 48 36' 12.10'' 60.00 30.00 30.00 42.34 42.34 20.90 45+649.23 45+6

    302 45+781.34 277861.774629213.895 42 26' 18.38'' 70.00 30.00 30.00 42.36 42.36 21.85 45+738.97 45+7

    303 45+981.64 277981.675629049.869 8 54' 58.04'' 600.00 40.00 40.00 66.79 66.79 53.37 45+914.85 45+9

    304 46+171.55 278116.303628915.628 13 08' 40.44'' 400.00 40.00 40.00 66.10 66.10 51.77 46+105.45 46+1

    305 46+420.29 278328.140628784.421 24 04' 47.12'' 200.00 40.00 40.00 62.72 62.72 44.05 46+357.57 46+3

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    A. B. C. Pagina 10

    PROYECTO: CARRETERA CARANAVI - GUANAY CDIGO

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    FEC

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE EC[m] [m] [m] [m] [m] [m]

    306 46+550.948278458.992628766.745-14 11' 14.58'' 220.00 35.00 35.00 44.90 44.90 19.48 46+506.04 46+541

    307 46+886.688278770.849628641.502-15 42' 39.81'' 250.00 40.00 40.00 54.53 54.53 28.55 46+832.15 46+872

    308 47+030.058278884.851628553.735-30 24' 46.45'' 100.00 35.00 25.34 44.32 40.40 22.91 46+985.73 47+020

    30947+143.148278927.757628447.515 37 42' 13.31'' 180.00 25.34 24.66 74.16 73.85 93.45 47+068.98 47+094

    310 47+254.328279027.684628389.120-25 31' 45.44'' 130.00 24.66 26.39 41.89 42.63 32.40 47+212.43 47+237

    31147+332.638279072.264628323.449 17 41' 49.40'' 150.00 26.39 29.80 36.75 38.11 18.24 47+295.88 47+322

    31247+409.328279132.928628275.825 -9 11' 01.43'' 300.00 29.80 30.00 39.01 39.09 18.19 47+370.31 47+400

    31347+586.998279253.458628145.131 -8 15' 02.09'' 500.00 40.00 40.00 56.07 56.07 32.00 47+530.92 47+570

    31447+712.228279324.353628041.718 -5 09' 42.74'' 650.00 35.00 35.00 46.80 46.80 23.56 47+665.42 47+700

    31547+929.558279430.633627852.102 20 41' 18.37'' 160.00 35.00 30.00 46.52 44.48 25.27 47+883.03 47+918

    31648+035.138279512.020627783.712 46 54' 21.30'' 90.00 30.00 26.12 54.07 52.37 45.62 47+981.06 48+011

    31748+136.178279617.006627796.351-82 59' 22.99'' 45.00 26.12 25.88 53.37 53.27 39.18 48+082.80 48+108

    31848+234.398279644.269627685.984 42 42' 24.76'' 120.00 25.88 40.00 60.42 66.64 56.50 48+173.98 48+199

    319 48+544.348279906.873627512.711-24 45' 58.52'' 550.00 50.00 35.00 145.56 138.51 195.24 48+398.78 48+448

    320 48+772.708280029.283627315.40833 13' 30.77'' 250.00 35.00 40.00 92.26 94.55 107.47 48+680.44 48+715

    32148+942.118280186.807627242.091-32 02' 19.11'' 80.00 40.00 27.00 42.31 37.42 11.23 48+899.80 48+939

    32249+034.808280238.107627163.103 59 20' 44.87'' 75.00 27.00 35.00 56.77 60.27 46.68 48+978.03 49+005

    32349+143.708280355.265627167.908-66 51' 34.55'' 41.00 35.00 25.00 44.62 40.60 17.84 49+099.09 49+134

    32449+215.748280389.437627096.228 47 04' 37.42'' 60.00 25.00 25.00 38.81 38.81 24.30 49+176.93 49+201

    32549+336.488280507.801627059.058105 50' 02.45' 41.00 25.00 25.00 67.54 67.54 50.73 49+268.94 49+293

    32649+447.598280428.008626937.436 71 16' 59.70'' 80.00 40.00 40.00 77.92 77.92 59.53 49+369.67 49+409

    327 49+587.838280524.419626814.102-18 09' 12.12'' 200.00 35.00 35.00 49.49 49.49 28.37 49+538.34 49+573

    32849+814.008280601.467626600.813 25 38' 49.14'' 150.00 35.00 35.00 51.71 51.71 32.14 49+762.29 49+797

    32949+924.558280681.245626522.439 40 05' 06.15'' 80.00 30.00 25.00 44.12 42.02 28.47 49+880.44 49+910

    33050+008.978280768.062626515.749-76 07' 15.93'' 41.00 25.00 25.00 45.06 45.06 29.47 49+963.91 49+988

    33150+088.478280782.899626426.830 73 06' 50.48'' 41.00 25.00 25.00 43.33 43.33 27.32 50+045.14 50+070

    33250+207.798280910.492626410.228120 31' 17.96' 41.00 25.00 25.00 85.34 85.34 61.24 50+122.46 50+147

    33350+302.288280815.870626288.834 87 50' 10.50'' 41.00 25.00 25.00 52.55 52.55 37.85 50+249.73 50+274

    334 50+370.928280881.567626233.514-18 11' 12.15'' 130.00 25.00 25.00 33.34 33.34 16.26 50+337.58 50+362

    33550+438.258280917.177626175.889 38 37' 50.31'' 60.00 25.00 25.00 33.66 33.66 15.45 50+404.59 50+429

    33650+505.388280982.162626152.679-28 24' 14.24'' 90.00 25.00 25.00 35.34 35.34 19.62 50+470.04 50+495

    33750+625.218281062.964626062.754 26 25' 13.27'' 230.00 30.00 30.00 69.03 69.03 76.06 50+556.18 50+586

    338 50+745.878281176.976626017.525-41 54' 33.24'' 100.00 30.00 35.00 53.63 55.77 40.65 50+692.24 50+722

    339 51+015.888281298.923625772.427 19 38' 10.63' 60.00 30.00 30.00 119.21 119.21 95.28 50+896.67 50+926

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    A. B. C. Pagina 11

    PROYECTO: CARRETERA CARANAVI - GUANAY CDIGO

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    FEC

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE EC[m] [m] [m] [m] [m] [m]

    340 51+250.108281475.979626035.801120 17' 10.33' 100.00 30.00 30.00 189.85 189.85 179.94 51+060.25 51+090

    34151+344.198281577.769625825.260 59 34' 39.73'' 50.00 30.00 30.00 44.01 44.01 21.99 51+300.19 51+330

    34251+440.338281679.590625817.033 -1 35' 27.65'' 1500.00 ---- ---- 20.83 20.83 41.65 51+419.50 ---

    34351+558.388281796.949625804.261-92 45' 59.59'' 41.00 30.00 26.04 58.69 56.95 38.36 51+499.68 51+529

    34451+642.638281780.488625700.063 60 38' 03.32'' 60.00 26.04 30.00 48.54 50.24 35.47 51+594.09 51+620

    34551+870.388281964.815625554.264 86 22' 26.28'' 70.00 30.00 30.00 81.18 81.18 75.53 51+789.20 51+819

    346 52+050.878282103.464625708.415139 46' 23.63' 41.00 25.00 25.00 126.15 126.15 75.02 51+924.73 51+949

    347 52+321.028282091.379625311.18096 58' 03.89'' 87.00 40.00 30.00 118.77 104.04 102.20 52+202.25 52+242

    348 52+443.438282263.679625326.937 55 28' 34.06'' 130.00 ---- 40.00 68.98 87.99 105.87 52+374.45 ---

    34952+654.338282372.320625520.544122 33' 52.58' 41.00 40.00 22.22 96.30 88.15 56.60 52+558.03 52+598

    35052+727.708282437.871625397.966 46 31' 07.14'' 90.00 22.22 45.00 50.86 60.57 39.46 52+676.85 52+699

    35153+002.168282707.121625324.082 14 18' 04.47'' 280.00 40.00 40.00 55.15 55.15 29.89 52+947.01 52+987

    35253+205.318282910.656625320.376 47 36' 20.97'' 100.00 35.00 31.21 61.68 60.02 49.98 53+143.64 53+178

    35353+323.098282995.422625409.896-97 15' 04.95'' 41.00 31.21 32.25 63.26 63.72 37.86 53+259.83 53+291

    35453+405.088283063.621625326.607 34 19' 15.67'' 90.00 32.25 30.00 43.93 43.02 22.79 53+361.15 53+393

    35553+601.118283253.546625270.825 00 43' 57.97' 60.00 30.00 30.00 88.16 88.16 75.49 53+512.95 53+542

    35653+785.788283275.689625495.246-72 54' 45.95'' 70.00 30.00 30.00 67.09 67.09 59.08 53+718.70 53+748

    35753+924.858283426.782625525.855-51 36' 58.51'' 60.00 30.00 25.63 44.07 42.25 26.24 53+880.78 53+910

    35853+995.978283484.529625477.117 7 49' 50.03'' 300.00 25.63 25.00 33.32 33.07 15.69 53+962.65 53+988

    35954+191.908283650.143625372.285 26 58' 14.17'' 130.00 35.00 35.00 48.76 48.76 26.19 54+143.14 54+178

    36054+289.218283748.346625363.066 17 17' 14.92'' 132.57 40.00 40.00 40.21 40.21 ---- 54+248.99 54+288

    36154+379.758283837.349625381.862 26 04' 03.71'' 100.00 30.00 28.42 38.14 37.51 16.29 54+341.61 54+371

    36254+480.788283917.715625444.633-79 18' 00.10'' 60.00 28.42 30.63 64.46 65.45 53.52 54+416.31 54+444

    INICI 54+569.108283997.092625374.879 57 26' 12.10'' 45.00 30.63 27.99 40.22 39.17 15.80 54+528.88 54+559

    36354+660.158284089.333625401.554-91 52' 25.65'' 41.00 27.99 22.70 56.85 54.50 40.40 54+603.30 54+631

    36454+733.198284112.308625311.125 38 36' 24.29'' 76.36 22.70 35.00 38.81 43.83 22.60 54+694.39 54+717

    36554+874.428284226.749625224.454 28 43' 23.39'' 100.00 25.00 25.00 38.16 38.16 25.13 54+836.26 54+861

    36654+947.438284300.159625213.594-40 16' 19.25'' 60.00 25.00 25.00 34.64 34.64 17.17 54+912.79 54+937

    36755+046.128284366.701625137.886 19 17' 21.88'' 120.00 30.00 30.00 35.44 35.44 10.40 55+010.68 55+040

    368 55+163.428284469.316625080.071-18 34' 02.13'' 180.00 30.00 30.00 44.45 44.45 28.33 55+118.97 55+148

    FINA 55+304.848284564.393624974.608 5 00' 12.44'' 600.00 20.00 20.00 36.22 36.22 32.40 55+268.62 55+288

    369 55+414.568284644.714624899.809 -2 04' 14.57'' 1200.00 20.00 20.00 31.69 31.69 23.37 55+382.87 55+402

    37055+656.878284815.960624728.371 8 43' 48.45'' 400.00 20.00 20.00 40.54 40.54 40.95 55+616.33 55+636

    37155+742.498284885.061624677.607 5 56' 09.20'' 500.00 20.00 20.00 35.92 35.92 31.80 55+706.56 55+726

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    A. B. C. Pagina 12

    PROYECTO: CARRETERA CARANAVI - GUANAY CDIGO

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    FEC

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE EC[m] [m] [m] [m] [m] [m]

    37255+822.078284953.766624637.353-38 22' 02.17'' 80.00 30.00 30.00 42.98 42.98 23.57 55+779.09 55+809

    37355+939.008284997.044624526.160 29 16' 12.68'' 90.00 30.00 30.00 38.60 38.60 15.98 55+900.40 55+930

    37456+023.678285063.351624471.572-73 33' 19.34'' 41.00 30.00 30.00 46.26 46.26 22.64 55+977.41 56+007

    37556+210.788284986.318624290.256 84 50' 23.58'' 41.71 25.00 26.38 51.21 51.82 36.07 56+159.57 56+184

    376 56+291.138285070.883624244.953-23 09' 51.02'' 150.00 26.38 30.00 44.11 45.64 32.45 56+247.02 56+273

    377 56+415.508285149.147624147.115-11 07' 45.33'' 300.00 35.00 35.00 46.74 46.74 23.27 56+368.76 56+403

    37856+527.118285200.828624047.954 37 44' 32.28'' 70.00 30.00 26.55 38.90 37.52 17.84 56+488.21 56+518

    379 56+601.268285270.022624016.084-19 04' 13.74'' 150.00 26.55 30.00 38.66 40.07 21.65 56+562.60 56+589

    380 56+694.288285337.542623951.335 -5 34' 57.65'' 700.00 ---- ---- 34.13 34.13 68.21 56+660.15 ---

    38156+900.498285471.826623794.758 -9 44' 24.64'' 250.00 30.00 27.13 36.15 35.04 13.94 56+864.34 56+894

    38256+981.728285513.573623724.939 30 10' 24.02'' 120.00 27.13 35.00 46.31 49.61 32.13 56+935.41 56+962

    38357+207.018285712.170623615.082 27 27' 46.28'' 270.00 40.00 31.15 85.82 81.80 93.84 57+121.19 57+161

    384 57+407.228285914.938623609.819-82 28' 50.95'' 120.00 31.15 29.88 121.04 120.43 142.23 57+286.18 57+317

    38557+533.118285932.182623446.634 41 35' 49.99'' 75.00 29.88 31.09 43.66 44.15 23.97 57+489.45 57+519

    386 57+617.798285996.874623387.623-20 52' 07.76'' 150.00 31.09 35.00 43.41 44.98 21.59 57+574.38 57+605

    38757+764.758286063.363623255.773 39 08' 07.78'' 80.00 30.00 22.23 43.25 39.97 28.53 57+721.50 57+751

    388 57+836.538286131.133623225.452-25 39' 25.74'' 100.00 22.23 29.27 34.28 37.13 19.03 57+802.26 57+824

    38957+902.108286174.057623174.729 25 25' 21.28'' 65.00 29.27 28.42 29.32 29.04 ---- 57+872.78 57+902

    390 57+966.448286233.291623147.936-22 13' 12.66'' 110.00 28.42 30.35 35.98 36.72 13.28 57+930.46 57+958

    391 58+300.038286463.124622905.246-47 30' 58.69'' 350.00 50.00 ---- 178.79 154.47 265.26 58+121.25 58+171

    39258+475.068286449.409622712.719-17 31' 52.88'' 250.00 ---- ---- 38.55 38.55 76.50 58+436.51 ---

    393 58+616.308286397.176622580.835-13 03' 15.33'' 900.00 ---- 40.00 103.30 122.65 185.06 58+513.00 ---

    394 58+961.298286200.468622296.335-26 47' 18.41'' 800.00 40.00 40.00 210.52 210.52 334.04 58+750.77 58+790

    39559+515.198285707.771622028.253 10 23' 10.78'' 248.24 45.00 45.00 45.09 45.09 ---- 59+470.10 59+515

    39659+683.688285576.580621922.254 45 33' 17.63'' 70.00 40.00 30.17 49.16 45.25 20.57 59+634.51 59+674

    397 59+764.798285568.442621837.858-17 30' 11.94'' 160.00 30.17 25.80 39.53 37.77 20.89 59+725.25 59+755

    39859+836.178285540.367621771.752 19 56' 36.79'' 120.00 25.80 26.15 34.05 34.19 15.79 59+802.12 59+827

    399 59+926.798285535.491621680.767-43 11' 46.13'' 110.00 26.15 32.51 56.92 59.74 53.60 59+869.86 59+896

    40060+028.698285458.674621607.266 40 44' 24.95'' 80.00 32.51 40.00 46.57 49.54 20.63 59+982.12 60+014

    401 60+283.968285433.818621350.226124 37' 26.28' 41.00 40.00 40.00 101.05 101.05 49.18 60+182.91 60+222

    40260+401.948285287.896621473.311 43 24' 06.13'' 100.00 40.00 40.00 60.03 60.03 35.75 60+341.91 60+381

    403 60+560.108285125.680621464.087-19 06' 23.11'' 180.00 30.00 16.87 44.89 39.17 36.59 60+515.21 60+545

    40460+670.238285019.155621494.335 13 19' 35.50' 41.00 16.87 25.00 71.56 75.38 60.16 60+598.67 60+615

    40560+855.898285049.148621265.726 62 25' 30.49'' 80.00 40.00 40.00 68.94 68.94 47.16 60+786.95 60+826

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    A. B. C. Pagina 13

    PROYECTO: CARRETERA CARANAVI - GUANAY CDIGO

    ELEMENTOS DE LA GEOMETRA HORIZONTAL

    F

    PI PROG. NORTE ESTE DELTARADIO Le1 Le2 TANG1. TANG2. L.CURVA

    PCTE E[m] [m] [m] [m] [m] [m]

    40661+174.39 285358.307621152.588 -4 32' 01.78'' 505.50 40.00 40.00 40.01 40.01 ---- 61+134.37 61+1

    40761+300.46 285472.929621100.027 7 14' 49.73'' 316.24 40.00 40.00 40.04 40.04 ---- 61+260.42 61+3

    408 61+387.21 285555.787621074.081 -9 52' 28.01'' 230.00 25.00 25.82 32.42 32.74 14.23 61+354.79 61+3

    40961+453.07 285614.437621043.860 43 52' 20.92'' 50.00 25.82 25.75 33.24 33.21 12.50 61+419.83 61+4

    41061+527.81 285688.332621065.905-68 06' 40.69'' 45.00 25.75 30.00 43.90 45.69 25.62 61+483.90 61+5

    411 61+600.00 ---- ---- ---- ---- ---- ---- ---- ---- ---- --- -

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    PROYECTO: CARRETERA CARANAVI - GUANAY

    ELEMENTOS DE LA GEOMETRA VERTICAL

    PIV PROG. ELEVACINPENDIENTE LONG.CURVA !

    "#$ "%$ "#$

    PROYECTO: CARGU

    1 0+000.000 591.855 -6.04% 0.00

    2 0+023.864 590.412 2.95% 20.00 2.225

    3 0+086.536 592.258 5.25% 60.00 26.073

    4 0+188.768 597.621 0.23% 120.00 23.898

    5 0+485.223 598.288 -0.73% 200.00 209.120

    6 0+843.813 595.665 -0.77% 160.00 4,118.471

    7 1+072.818 593.902 -5.03% 200.00 46.994

    8 1+357.989 579.569 5.14% 160.00 15.736

    9 1+741.527 599.289 -1.12% 180.00 28.765

    10 2+000.393 596.401 -6.88% 160.00 27.769

    11 2+227.576 580.776 1.07% 200.00 25.17412 2+756.643 586.422 -3.28% 180.00 41.400

    13 2+935.505 580.555 3.21% 140.00 21.554

    14 3+073.076 584.977 -4.78% 120.00 15.007

    15 3+279.474 575.108 2.10% 230.00 33.403

    16 3+548.610 580.770 4.20% 200.00 95.223

    17 4+059.928 602.268 -7.48% 450.00 38.528

    18 4+541.933 566.236 0.35% 200.00 25.567

    19 4+865.378 567.358 -2.48% 200.00 70.807

    20 5+370.606 554.841 4.54% 160.00 22.809

    21 5+659.271 567.938 0.75% 120.00 31.702

    22 5+787.367 568.902 4.56% 120.00 31.542

    23 5+994.329 578.331 -4.35% 230.00 25.82224 6+452.906 558.380 7.83% 140.00 11.495

    25 6+693.930 577.249 5.39% 50.00 20.472

    26 6+773.550 581.537 7.39% 80.00 39.866

    27 6+923.119 592.594 3.37% 50.00 12.427

    28 7+059.883 597.202 1.26% 50.00 23.704

    29 7+210.099 599.095 7.54% 50.00 7.967

    30 7+455.393 617.580 10.00% 50.00 20.291

    31 7+613.846 633.425 4.98% 60.00 11.960

    32 7+826.759 644.035 1.60% 60.00 17.723

    33 8+041.257 647.463 0.41% 60.00 50.581

    34 8+301.804 648.536 -5.24% 80.00 14.161

    35 8+500.573 638.125 -3.05% 60.00 27.37436 8+661.911 633.211 1.03% 50.00 12.266

    37 9+083.647 637.559 -4.26% 60.00 11.343

    38 9+337.192 626.760 -5.64% 100.00 72.323

    39 9+543.158 615.140 -6.80% 50.00 43.056

    40 9+813.550 596.745 -5.08% 50.00 29.007

    41 10+137.540 580.289 3.16% 80.00 9.707

    42 10+269.506 584.462 -3.63% 90.00 13.251

    43 10+508.682 575.780 -0.91% 120.00 44.178

    44 10+796.121 573.153 1.16% 140.00 67.355

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    PROYECTO: CARRETERA CARANAVI - GUANAY

    ELEMENTOS DE LA GEOMETRA VERTICAL

    PIV PROG. ELEVACINPENDIENTE LONG.CURVA !

    "#$ "%$ "#$45 11+113.385 576.849 -2.07% 200.00 61.75746 11+304.541 572.884 1.60% 180.00 48.947

    47 11+707.775 579.351 -1.32% 200.00 68.422

    48 12+057.937 574.732 -3.60% 200.00 87.665

    49 12+257.430 567.548 3.43% 180.00 25.617

    50 12+507.978 576.132 -0.72% 160.00 38.610

    51 12+758.278 574.334 -2.62% 180.00 94.681

    52 12+957.517 569.115 -1.04% 160.00 101.589

    53 13+169.906 566.897 -6.33% 180.00 34.037

    54 13+376.380 553.822 4.77% 180.00 16.214

    55 13+810.806 574.540 2.98% 200.00 111.843

    56 14+075.342 582.425 4.46% 80.00 54.195

    57 14+444.475 598.878 -7.90% 240.00 19.41958 14+785.201 571.953 -3.05% 200.00 41.234

    59 15+433.688 552.164 -4.12% 200.00 186.411

    60 15+866.692 534.305 -7.94% 80.00 20.989

    61 16+044.389 520.203 -1.85% 100.00 16.432

    62 16+195.845 517.401 -1.75% 80.00 821.960

    63 16+356.143 514.591 -0.66% 80.00 73.153

    64 16+869.452 511.208 0.91% 80.00 51.098

    65 17+191.111 514.123 0.34% 60.00 106.497

    66 17+366.523 514.725 6.28% 60.00 10.114

    67 17+482.617 522.010 1.09% 100.00 19.304

    68 17+693.712 524.321 -1.69% 120.00 43.018

    69 17+878.481 521.190 1.41% 120.00 38.60170 18+198.319 525.713 7.78% 140.00 21.999

    71 18+358.018 538.134 -2.42% 160.00 15.692

    72 18+637.115 531.385 -0.44% 180.00 91.004

    73 18+888.102 530.279 -3.60% 80.00 25.318

    74 19+000.114 526.247 0.43% 120.00 29.784

    75 19+357.687 527.780 -2.04% 200.00 81.030

    76 19+643.986 521.941 -8.57% 80.00 12.251

    77 19+843.499 504.844 1.25% 160.00 16.290

    78 20+084.986 507.868 -1.76% 240.00 79.778

    79 20+337.525 503.434 0.54% 100.00 43.590

    80 20+549.135 504.572 -1.74% 100.00 43.814

    81 20+914.646 498.197 -0.04% 100.00 58.59182 21+330.044 498.041 3.66% 160.00 43.259

    83 21+541.851 505.796 -1.12% 160.00 33.495

    84 21+720.992 503.797 2.31% 140.00 40.857

    85 21+901.484 507.968 -3.32% 200.00 35.533

    86 22+139.834 500.061 2.49% 140.00 24.104

    87 22+314.431 504.409 -1.76% 200.00 47.062

    88 22+587.557 499.604 0.00% 160.00 91.132

    89 22+927.951 499.592 -2.66% 260.00 97.862

    90 23+240.444 491.279 -0.93% 60.00 34.645

  • 7/26/2019 Anexos Informe de Diseo Geometrico

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    PROYECTO: CARRETERA CARANAVI - GUANAY

    ELEMENTOS DE LA GEOMETRA VERTICAL

    PIV PROG. ELEVACINPENDIENTE LONG.CURVA !

    "#$ "%$ "#$91 23+475.015 489.101 5.09% 306.12 50.86092 23+769.675 504.100 -0.26% 240.00 44.836

    93 24+365.483 502.537 -3.06% 200.00 71.608

    94 24+881.291 486.777 1.25% 200.00 46.431

    95 25+127.622 489.861 -1.07% 200.00 86.136

    96 25+472.804 486.168 -1.83% 80.00 105.384

    97 25+740.899 481.265 -0.16% 140.00 83.673

    98 26+080.299 480.736 1.87% 120.00 59.378

    99 26+248.871 483.880 3.47% 150.00 93.243

    100 26+444.105 490.662 4.66% 120.00 100.948

    101 26+810.500 507.746 -7.34% 160.00 13.332

    102 27+241.139 476.144 -0.85% 160.00 24.675

    103 27+479.652 474.108 8.00% 120.00 13.553104 27+682.307 490.320 6.89% 120.00 108.101

    105 27+943.193 508.295 2.95% 80.00 20.299

    106 28+188.209 515.520 5.77% 120.00 42.562

    107 28+531.481 535.321 4.26% 140.00 92.588

    108 28+800.234 546.760 2.16% 200.00 95.366

    109 29+279.303 557.103 7.21% 140.00 27.696

    110 29+539.938 575.905 -3.76% 240.00 21.867

    111 29+813.829 565.603 -6.62% 120.00 41.909

    112 30+034.591 550.977 -4.37% 120.00 53.319

    113 30+200.198 543.733 -7.02% 120.00 45.346

    114 30+498.747 522.773 -6.91% 120.00 1,080.666

    115 30+949.969 491.596 8.06% 160.00 10.691116 31+156.347 508.222 -7.88% 160.00 10.042

    117 31+351.835 492.823 -1.28% 120.00 18.177

    118 31+805.168 487.042 5.35% 120.00 18.119

    119 32+008.933 497.938 -5.99% 140.00 12.351

    120 32+216.723 485.497 -1.68% 120.00 27.836

    121 32+491.695 480.887 1.65% 140.00 42.030

    122 32+714.750 484.578 -1.27% 200.00 68.364

    123 33+017.861 480.173 -4.59% 60.00 21.456

    124 33+139.398 474.592 3.96% 85.00 9.941

    125 33+348.759 482.878 7.44% 85.00 24.416

    126 33+471.452 492.005 -1.20% 140.00 16.206

    127 33+779.671 488.307 1.92% 160.00 51.339128 34+030.864 493.122 -2.48% 160.00 36.357

    129 34+216.458 488.511 7.76% 140.00 13.668

    130 34+429.065 505.007 -0.71% 140.00 16.533

    131 34+964.403 501.212 4.82% 140.00 25.329

    132 35+171.266 511.179 -5.02% 180.00 18.296

    133 35+719.210 483.671 7.97% 320.00 24.631

    134 36+089.774 513.210 -4.71% 270.00 21.295

    135 36+398.437 498.679 -0.75% 300.00 75.842

    136 36+738.645 496.120 -7.96% 260.00 36.059

  • 7/26/2019 Anexos Informe de Diseo Geometrico

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    PROYECTO: CARRETERA CARANAVI - GUANAY

    ELEMENTOS DE LA GEOMETRA VERTICAL

    PIV PROG. ELEVACINPENDIENTE LONG.CURVA !

    "#$ "%$ "#$137 37+280.752 452.955 1.39% 140.00 14.969138 37+534.806 456.487 6.07% 140.00 29.938

    139 37+736.496 468.723 0.37% 140.00 24.573

    140 38+045.555 469.864 6.79% 200.00 31.131

    141 38+319.411 488.469 -1.12% 160.00 20.212

    142 38+623.855 485.052 7.95% 140.00 15.431

    143 39+077.178 521.091 -6.59% 600.00 41.265

    144 39+661.730 482.568 -8.35% 60.00 34.094

    145 39+759.637 474.393 -6.37% 60.00 30.371

    146 40+021.330 457.711 -1.19% 130.00 25.083

    147 40+237.173 455.139 1.92% 115.00 36.965

    148 40+749.795 464.978 -3.66% 200.00 35.820

    149 41+207.021 448.225 3.30% 160.00 22.977150 41+585.473 460.711 -5.68% 260.00 28.968

    151 41+843.282 446.078 3.76% 160.00 16.962

    152 42+097.645 455.635 -1.15% 140.00 28.525

    153 42+240.273 453.993 2.88% 120.00 29.795

    154 42+459.265 460.292 -3.21% 120.00 19.710

    155 42+672.645 453.439 7.67% 100.00 9.191

    156 42+866.230 468.284 -5.40% 200.00 15.302

    157 43+132.796 453.885 -3.02% 80.00 33.587

    158 43+338.809 447.664 -4.77% 80.00 45.587

    159 43+511.619 439.413 0.50% 200.00 37.943

    160 43+962.731 441.652 5.91% 110.00 20.313

    161 44+151.501 452.811 -3.23% 180.00 19.700162 44+604.575 438.197 0.50% 200.00 53.683

    163 45+146.693 440.907 4.48% 180.00 45.269

    164 45+492.885 456.403 -4.29% 420.00 47.927

    165 45+884.254 439.625 3.15% 200.00 26.908

    166 46+312.763 453.105 -7.01% 300.00 29.545

    167 46+585.823 433.968 0.93% 140.00 17.636

    168 46+898.257 436.873 4.77% 140.00 36.445

    169 47+129.009 447.883 -7.32% 240.00 19.846

    170 47+484.091 421.884 4.15% 180.00 15.684

    171 47+758.139 433.270 2.02% 160.00 74.862

    172 48+284.256 443.885 3.81% 160.00 89.102

    173 48+695.857 459.581 -0.75% 120.00 26.277174 48+947.822 457.683 3.26% 140.00 34.902

    175 49+122.919 463.387 -0.49% 140.00 37.384

    176 49+336.248 462.348 0.57% 100.00 94.199

    177 49+556.449 463.614 2.17% 160.00 100.465

    178 49+832.158 469.589 0.94% 140.00 114.281

    179 50+200.575 473.060 2.66% 140.00 81.680

    180 50+401.170 478.388 -0.93% 160.00 44.650

    181 50+725.958 475.377 5.72% 180.00 27.099

    182 50+952.275 488.311 0.48% 160.00 30.572

  • 7/26/2019 Anexos Informe de Diseo Geometrico

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    PROYECTO: CARRETERA CARANAVI - GUANAY

    ELEMENTOS DE LA GEOMETRA VERTICAL

    PIV PROG. ELEVACINPENDIENTE LONG.CURVA !

    "#$ "%$ "#$183 51+551.922 491.198 2.90% 120.00 49.561184 51+903.584 501.406 1.18% 160.00 92.816

    185 52+345.320 506.613 3.39% 260.00 117.722

    186 52+899.846 525.397 -1.17% 180.00 39.505

    187 53+207.087 521.806 3.93% 140.00 27.470

    188 53+358.022 527.734 0.02% 160.00 40.909

    189 53+583.702 527.772 4.89% 120.00 24.604

    190 53+845.254 540.571 -2.03% 160.00 23.095

    191 54+021.348 536.989 2.95% 140.00 28.080

    192 54+266.143 544.215 -6.38% 180.00 19.283

    193 54+721.695 515.138 -7.15% 200.00 260.585

    194 55+061.904 490.812 -7.99% 200.00 239.148

    195 56+024.031 413.970 -3.08% 110.00 22.429196 56+388.967 402.722 7.85% 100.00 9.145

    197 56+515.799 412.681 -2.42% 140.00 13.631

    198 56+782.471 406.233 3.24% 160.00 28.295

    199 57+304.106 423.116 7.99% 180.00 37.838

    200 57+701.791 454.906 -7.93% 260.00 16.329

    201 58+175.666 417.333 0.46% 240.00 28.610

    202 58+674.417 419.625 -7.08% 240.00 31.818

    203 59+017.811 395.301 6.80% 400.00 28.808

    204 59+348.756 417.811 -0.64% 200.00 26.861

    205 59+661.199 415.799 -3.15% 140.00 55.773

    206 59+924.281 407.501 7.53% 120.00 11.231

    207 60+080.544 419.269 -5.62% 160.00 12.171208 60+241.334 410.240 3.59% 120.00 13.040

    209 60+398.009 415.859 -2.53% 140.00 22.874

    210 60+833.045 404.837 6.95% 80.00 8.438

    211 61+310.387 437.999 1.47% 300.00 54.782

    212 61+650.076 442.996 -3.46% 200.00 40.531

    213 61+600.00 441.523 ---- ---- 40.000