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CÁLCULO DEL TRANSPORTE DE MATERIAL PARA AFIRMADO 05 TRANSPORTE 05.01 Transporte de material para Afirmado hasta 1 Km 25,227.91 05.02 Transporte de material para Afirmado > 1 Km 31,341.00 CALZADA D<=1 Km D >1 Km 00+000 00+106 3.65 0.00 3.60 106.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00+106 01+000 3.65 0.00 3.10 894.00 3.75 3,352.50 45.00 146.04 0.15 531.53 1,646.15 531.53 1,114.62 01+000 02+000 3.65 0.00 2.15 1,000.00 3.75 3,750.00 90.00 107.99 0.15 592.20 1,273.23 592.20 681.03 02+000 03+000 3.65 0.00 0.12 1.03 1,000.00 3.75 3,750.00 45.00 98.37 0.15 584.01 601.53 584.01 17.52 03+000 04+000 3.65 0.00 0.12 0.03 1,000.00 3.75 3,750.00 90.00 163.57 0.15 600.54 18.02 18.02 0.00 04+000 05+000 3.65 0.00 0.85 1,000.00 3.75 3,750.00 45.00 154.59 0.15 592.44 503.57 503.57 0.00 05+000 06+000 3.65 0.00 1.85 1,000.00 3.75 3,750.00 45.00 134.89 0.15 589.48 1,090.54 589.48 501.06 06+000 06+460 3.65 0.00 2.58 460.00 3.75 1,725.00 45.00 99.71 0.15 280.46 723.58 280.46 443.12 06+460 07+000 9.27 0.00 2.54 540.00 3.75 2,025.00 45.00 38.37 0.15 316.26 803.29 316.26 487.03 07+000 08+000 9.27 0.00 1.77 1,000.00 3.75 3,750.00 45.00 149.11 0.15 591.62 1,047.16 591.62 455.54 08+000 09+000 9.27 0.00 0.12 0.65 1,000.00 3.75 3,750.00 45.00 168.59 0.15 594.54 386.45 386.45 0.00 09+000 10+000 9.27 0.00 0.12 0.11 1,000.00 3.75 3,750.00 45.00 180.88 0.15 596.38 65.60 65.60 0.00 10+000 11+000 9.27 0.00 1.23 1,000.00 3.75 3,750.00 45.00 146.86 0.15 591.28 727.27 591.28 135.99 11+000 12+000 9.27 0.00 2.23 1,000.00 3.75 3,750.00 45.00 142.21 0.15 590.58 1,317.00 590.58 726.42 12+000 13+000 9.27 0.00 3.23 1,000.00 3.75 3,750.00 45.00 135.39 0.15 589.56 1,904.27 589.56 1,314.72 13+000 13+650 9.27 0.00 4.06 650.00 3.75 2,437.50 136.30 0.15 386.07 1,565.51 386.07 1,179.44 13+650 14+000 18.02 0.00 4.20 350.00 3.75 1,312.50 45.00 55.10 0.15 211.89 888.88 211.89 676.99 14+000 15+000 18.02 0.00 3.52 1,000.00 3.75 3,750.00 45.00 149.21 0.15 591.63 2,082.54 591.63 1,490.91 15+000 16+000 18.02 0.00 2.52 1,000.00 3.75 3,750.00 45.00 221.52 0.15 602.48 1,518.24 602.48 915.77 16+000 17+000 18.02 0.00 1.52 1,000.00 3.75 3,750.00 215.84 0.15 594.88 904.21 594.88 309.34 17+000 18+000 18.02 0.00 0.12 0.40 1,000.00 3.75 3,750.00 90.00 117.87 0.15 593.68 237.47 237.47 0.00 18+000 19+000 18.02 0.00 0.12 0.36 1,000.00 3.75 3,750.00 45.00 142.69 0.15 590.65 212.64 212.64 0.00 19+000 20+000 18.02 0.00 1.48 1,000.00 3.75 3,750.00 45.00 245.51 0.15 606.08 896.99 606.08 290.92 20+000 21+000 18.02 0.00 2.48 1,000.00 3.75 3,750.00 45.00 158.77 0.15 593.07 1,470.80 593.07 877.74 21+000 22+000 18.02 0.00 3.48 1,000.00 3.75 3,750.00 45.00 210.89 0.15 600.88 2,091.07 600.88 1,490.19 22+000 22+020 18.02 0.00 3.99 20.00 3.75 75.00 3.02 0.15 11.70 46.69 11.70 34.99 22+020 23+000 26.02 0.00 3.51 980.00 3.75 3,675.00 45.00 163.08 0.15 582.46 2,044.44 582.46 1,461.98 m 3 -Km m 3 -Km INICIO (Prog) FIN (Prog) UBICACIÓN DE CANTERAS ACCESO (Km) D.L.P. - 120.00 m (Km) DISTANCIA (Km) LONGITUD (m) ANCHO (m) AREA (m 2 ) Plazoleta s (m 2 ) Sobre ancho (m 2 ) ESPESOR (m) VOLUMEN (m 3 ) MOMENTO (m 3 - Km) C - 06 Km 26+020 Acceso: Directo C - 02 Km 03+650 Acceso: Directo C - 03 Km 09+270 Acceso: Directo C - 04 Km 18+020 Acceso: Directo C - 07 Km 34+220 Acceso: Directo C - 08 Km 41+820 Acceso: Directo Km 00+000 Km 44+932

Transporte de Material Granular

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Transporte de Material Granular

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Transporte de materiales

AFIRMADO-OK (2)CLCULO DEL TRANSPORTE DE MATERIAL PARA AFIRMADO05TRANSPORTE05.01Transporte de material para Afirmado hasta 1 Km25,227.91m3-Km05.02Transporte de material para Afirmado > 1 Km31,341.00m3-KmCALZADAINICIO (Prog)FIN (Prog)UBICACIN DE CANTERASACCESO (Km)D.L.P. -120.00 m (Km)DISTANCIA (Km)LONGITUD (m)ANCHO (m)AREA (m2)Plazoletas (m2)Sobre ancho (m2)ESPESOR (m)VOLUMEN (m3)MOMENTO (m3-Km)D1 Km00000+00106+3.650.003.60106.000.000.000.000.000.000.000.000.000.000.000.00000106+01000+3.650.003.10894.003.753,352.5045.00146.040.15531.531,646.15531.531,114.62502.886.7521.9101000+02000+3.650.002.151,000.003.753,750.0090.00107.990.15592.201,273.23592.20681.03562.5013.5016.20C-25.622.8103.6500.006.4602000+03000+3.650.000.121.031,000.003.753,750.0045.0098.370.15584.01601.53584.0117.52562.506.7514.76C-38.754.3759.2706.4613.6503000+04000+3.650.000.120.031,000.003.753,750.0090.00163.570.15600.5418.0218.020.00562.5013.5024.54C-48.004.00018.02013.6522.0204000+05000+3.650.000.851,000.003.753,750.0045.00154.590.15592.44503.57503.570.00562.506.7523.19C-68.204.10026.02022.0230.1205000+06000+3.650.001.851,000.003.753,750.0045.00134.890.15589.481,090.54589.48501.06562.506.7520.23C-77.603.80034.22030.1238.0206000+06460+3.650.002.58460.003.751,725.0045.0099.710.15280.46723.58280.46443.12258.756.7514.96C-83.111.55641.82038.0244.9306460+07000+9.270.002.54540.003.752,025.0045.0038.370.15316.26803.29316.26487.03303.756.755.760.00044.93207000+08000+9.270.001.771,000.003.753,750.0045.00149.110.15591.621,047.16591.62455.54562.506.7522.3708000+09000+9.270.000.120.651,000.003.753,750.0045.00168.590.15594.54386.45386.450.00562.506.7525.2909000+10000+9.270.000.120.111,000.003.753,750.0045.00180.880.15596.3865.6065.600.00562.506.7527.1310000+11000+9.270.001.231,000.003.753,750.0045.00146.860.15591.28727.27591.28135.99562.506.7522.0311000+12000+9.270.002.231,000.003.753,750.0045.00142.210.15590.581,317.00590.58726.42562.506.7521.3312000+13000+9.270.003.231,000.003.753,750.0045.00135.390.15589.561,904.27589.561,314.72562.506.7520.3113000+13650+9.270.004.06650.003.752,437.50136.300.15386.071,565.51386.071,179.44365.630.0020.4513650+14000+18.020.004.20350.003.751,312.5045.0055.100.15211.89888.88211.89676.99196.886.758.2714000+15000+18.020.003.521,000.003.753,750.0045.00149.210.15591.632,082.54591.631,490.91562.506.7522.3815000+16000+18.020.002.521,000.003.753,750.0045.00221.520.15602.481,518.24602.48915.77562.506.7533.2316000+17000+18.020.001.521,000.003.753,750.00215.840.15594.88904.21594.88309.34562.500.0032.3817000+18000+18.020.000.120.401,000.003.753,750.0090.00117.870.15593.68237.47237.470.00562.5013.5017.6818000+19000+18.020.000.120.361,000.003.753,750.0045.00142.690.15590.65212.64212.640.00562.506.7521.4019000+20000+18.020.001.481,000.003.753,750.0045.00245.510.15606.08896.99606.08290.92562.506.7536.8320000+21000+18.020.002.481,000.003.753,750.0045.00158.770.15593.071,470.80593.07877.74562.506.7523.8221000+22000+18.020.003.481,000.003.753,750.0045.00210.890.15600.882,091.07600.881,490.19562.506.7531.6322000+22020+18.020.003.9920.003.7575.003.020.1511.7046.6911.7034.9911.250.000.4522020+23000+26.020.003.51980.003.753,675.0045.00163.080.15582.462,044.44582.461,461.98551.256.7524.4623000+24000+26.020.002.521,000.003.753,750.00230.720.15597.111,504.71597.11907.60562.500.0034.6124000+25000+26.020.001.521,000.003.753,750.0090.00196.820.15605.52920.39605.52314.87562.5013.5029.5225000+25520+26.020.000.76520.003.751,950.00122.620.15310.89236.28236.280.00292.500.0018.3925520+26000+26.020.000.120.14480.003.901,872.0045.00156.690.20414.7458.0658.060.00374.409.0031.3426000+27000+26.020.000.120.361,000.003.903,900.0045.00431.920.20875.38315.14315.140.00780.009.0086.3827000+28000+26.020.001.481,000.003.903,900.0045.00274.750.20843.951,249.05843.95405.10780.009.0054.9528000+29000+26.020.002.481,000.003.903,900.0045.00298.350.20848.672,104.70848.671,256.03780.009.0059.6729000+30000+26.020.003.481,000.003.903,900.0045.00239.940.20836.992,912.72836.992,075.73780.009.0047.9930000+30120+26.020.004.04120.003.90468.0031.260.2099.85403.4099.85303.5593.600.006.2530120+31000+34.220.003.66880.003.903,432.0045.00292.330.20753.872,759.15753.872,005.28686.409.0058.4731000+32000+34.220.002.721,000.003.903,900.0045.00335.720.20856.142,328.71856.141,472.57780.009.0067.1432000+33000+34.220.001.721,000.003.903,900.0045.00194.770.20827.951,424.08827.95596.13780.009.0038.9533000+34000+34.220.000.721,000.003.903,900.0045.00205.900.20830.18597.73597.730.00780.009.0041.1834000+35000+34.220.000.120.161,000.003.903,900.0045.00240.750.20837.15133.94133.940.00780.009.0048.1535000+36000+34.220.000.121.161,000.003.903,900.00143.060.20808.61937.99808.61129.38780.000.0028.6136000+37000+34.220.002.281,000.003.903,900.0045.00132.270.20815.451,859.24815.451,043.78780.009.0026.4537000+38000+34.220.003.281,000.003.903,900.00145.610.20809.122,653.92809.121,844.80780.000.0029.1238000+38020+34.220.003.7920.003.9078.008.700.2017.3465.7217.3448.3815.600.001.7438020+39000+41.820.003.31980.003.903,822.0045.00177.900.20808.982,677.72808.981,868.74764.409.0035.5839000+39390+41.820.002.63390.003.901,521.0045.0063.820.20325.96855.66325.96529.69304.209.0012.7639390+40000+41.820.002.13610.003.752,287.50138.150.15363.85773.18363.85409.33343.130.0020.7240000+41000+41.820.001.321,000.003.753,750.0045.00146.210.15591.18780.36591.18189.18562.506.7521.9341000+42000+41.820.000.120.201,000.003.753,750.0045.00198.230.15598.98119.80119.800.00562.506.7529.7342000+43000+41.820.000.120.561,000.003.753,750.0045.00185.970.15597.15334.40334.400.00562.506.7527.9043000+44000+41.820.001.681,000.003.753,750.0045.00166.850.15594.28998.39594.28404.11562.506.7525.0344000+44932+41.820.002.65932.003.753,495.0090.00187.520.15565.881,497.31565.88931.44524.2513.5028.13180,926.2030,041.5256,568.9125,227.9131,341.0028,231.35346.501,463.66730,041.517Dist.Media (Km):1.88170,178.002,115.008,633.20180,926.20NOTAS:1.-El clculo del transporte para D1 km se ha realizado sobre la base de la especificacin tcnica de Transporte, la cual esta incluida en las Especificaciones para Caminos no Pavimentadosde bajo Volumen de Trnsito.2.-Los colores de los valores indican la influencia de cada cantera.3.-Se ha asumido una distancia de acceso de 100 m, la cual deber ser modificada de acuerdo a la distancia de acceso real en la carretera a trabajar.4.-De la misma manera, las plazoletas de cruce y sobreanchos han sido estimados en porcentaje al rea de afirmado a colocar en cada km, debiendo cambiarse por las rea realesque se obtengan en la inspeccin de campo.5.-El ancho y el espesor del afirmado son valores asumidos, los que tambin debern ser modificados de acuerdo a las caractersticas de la carretera a trabajar.6.-Solamente se deber modificar en las columnas cuyos titulos se encuentren con fondo verde, de acuerdo a los datos de campo y parametros de diseo de cada va.7.-El procedimiento tambin es vlido para el clculo de la Distancia Media del transporte de agua, en cuyo caso se ubicarn las fuentes de agua y se reemplazarn en la columna deubicacin de canteras.

C - 06 Km 26+020Acceso: DirectoC - 02 Km 03+650Acceso: DirectoC - 03Km 09+270Acceso: DirectoC - 04Km 18+020Acceso: DirectoC - 07 Km 34+220Acceso: DirectoC - 08 Km 41+820Acceso: DirectoKm 00+000Km 44+932

ResumenPLANILLA DE METRADOSESTUDIO: ESTUDIO DEFINITIVO PARA LAREHABILITACION DE LA CARRETERA SAJINOS-PAIMAS-AYABACA-SOCCHABAMBA, TRAMO: PAIMAS-AYABACATRAMO: Paimas (Km 27+027) - Dv. Lagunas (Km 39+140)DEPARTAMENTO: PIURACONSULTOR: CONSORCIO VICTOR CHAVEZ INGENIEROSFECHA:Febrero 2011RESUMEN TRANSPORTEITEMDESCRIPCINUNIDADMETRADO4.00TRANSPORTE4.01TRANSPORTE DE MATERIAL PARA AFIRMADO HASTA 1 KM.M3K46,167.3525,019.8925,227.913.4687288.5886568.81944.02TRANSPORTE DE MATERIAL PARA AFIRMADO > 1 KM.M3K1,167,240.5728,867.0631,341.002.3473337.9467548.9204

AFIRMADO-PRINC (FS)_Tramo IIESTUDIO: ESTUDIO DEFINITIVO PARA LAREHABILITACION DE LA CARRETERA SAJINOS-PAIMAS-AYABACA- SOCCHABAMBA, TRAMO: PAIMAS-AYABACATRAMO: Paimas (Km 27+027) - Dv. Lagunas (Km 39+140)DEPARTAMENTO: PIURACONSULTOR: CONSORCIO VICTOR CHAVEZ INGENIEROSFECHA:Febrero 2011CLCULO DEL TRANSPORTE DE MATERIAL PARA AFIRMADOTRANSPORTE DE MATERIALES EN OBRATransporte de material para Afirmado hasta 1 Km46,167.35Transporte de material para Afirmado > 1 Km1,167,240.5725464.93INICIO (Prog)FIN (Prog)CANTERAUBICACIN DE CANTERAACCESO (Km)D.L.P. -120.00 m (Km)DISTANCIA (Km)AREA (m2)Plazoletas (m2)Sobre ancho (m2)ESPESOR (m)VOLUMEN PARCIAL (m3)% DE USOVOLUMEN A UTILIZAR (m3)MOMENTO (m3-Km)D1 Km39140+40000+TONDOPA38200+0.000.121.2504,308.00298.6914.000.20924.14100.00%924.141,155.17924.14231.034,308.0040000+41000+TONDOPA38200+0.000.122.1805,300.00535.7614.000.201,169.95100.00%1,169.952,550.501,169.951,380.545,300.0041000+42000+TONDOPA38200+0.000.123.1805,300.00433.4214.000.201,149.48100.00%1,149.483,655.361,149.482,505.885,300.0042000+43000+TONDOPA38200+0.000.124.1805,300.00607.3828.000.201,187.08100.00%1,187.084,961.981,187.083,774.905,300.0043000+44000+TONDOPA38200+0.000.125.1805,300.00764.3228.000.201,218.46100.00%1,218.466,311.641,218.465,093.185,300.0044000+45000+TONDOPA38200+0.000.126.1804,730.00523.9828.000.201,056.40100.00%1,056.406,528.531,056.405,472.134,730.0045000+46000+TONDOPA38200+0.000.127.1804,300.00688.090.000.20997.62100.00%997.627,162.90997.626,165.284,300.0046000+47000+TONDOPA38200+0.000.128.1804,300.00550.510.000.20970.10100.00%970.107,935.43970.106,965.334,300.0047000+48000+TONDOPA38200+0.000.129.1804,300.00588.1728.000.20983.23100.00%983.239,026.09983.238,042.854,300.0048000+49000+TONDOPA38200+0.000.1210.1804,300.00773.2428.000.201,020.25100.00%1,020.2510,386.121,020.259,365.884,300.0049000+50000+TONDOPA38200+0.000.1211.1804,300.00668.9442.000.201,002.19100.00%1,002.1911,204.461,002.1910,202.274,300.0050000+51000+TONDOPA38200+0.000.1212.1804,300.00422.7628.000.20950.15100.00%950.1511,572.85950.1510,622.704,300.0051000+52000+TONDOPA38200+0.000.1213.1803,845.00688.1628.000.20912.23100.00%912.2312,023.22912.2311,110.993,845.0052000+53000+TONDOPA38200+0.000.1214.1805,135.00582.0714.000.201,146.21100.00%1,146.2116,253.311,146.2115,107.105,135.0053000+54000+TONDOPA38200+0.000.1215.1804,330.00889.5914.000.201,046.72100.00%1,046.7215,889.181,046.7214,842.464,330.0054000+55000+TONDOPA38200+0.000.1216.1805,210.00459.6314.000.201,136.73100.00%1,136.7318,392.231,136.7317,255.505,210.0055000+56000+TONDOPA38200+0.000.1217.1805,300.00771.8214.000.201,217.16100.00%1,217.1620,910.881,217.1619,693.715,300.0056000+57000+TONDOPA38200+0.000.1218.1804,790.00839.0628.000.201,131.41100.00%1,131.4120,569.071,131.4119,437.664,790.0057000+58000+TONDOPA38200+0.000.1219.1804,300.00825.5028.000.201,030.70100.00%1,030.7019,768.831,030.7018,738.134,300.0058000+59000+TONDOPA38200+0.000.1220.1804,430.00673.7714.000.201,023.55100.00%1,023.5520,655.321,023.5519,631.774,430.0059000+60000+TONDOPA38200+0.000.1221.1805,030.00580.7528.000.201,127.75100.00%1,127.7523,885.751,127.7522,758.005,030.0060000+61000+TONDOPA38200+0.000.1222.1804,300.00732.1214.000.201,009.22100.00%1,009.2222,384.591,009.2221,375.364,300.0061000+62000+ZAMBA Y PAIMAS30100+1.000.1232.2804,510.00740.2542.000.201,058.45100.00%1,058.4534,166.771,058.4533,108.324,510.0062000+63000+ZAMBA Y PAIMAS30100+1.000.1233.2805,300.00780.5214.000.201,218.90100.00%1,218.9040,565.131,218.9039,346.225,300.0063000+64000+ZAMBA Y PAIMAS30100+1.000.1234.2805,300.00436.2342.000.201,155.65100.00%1,155.6539,615.541,155.6538,459.905,300.0064000+65000+ZAMBA Y PAIMAS30100+1.000.1235.2805,300.00738.7814.000.201,210.56100.00%1,210.5642,708.421,210.5641,497.865,300.0065000+66000+ZAMBA Y PAIMAS30100+1.000.1236.2805,300.00957.4914.000.201,254.30100.00%1,254.3045,505.931,254.3044,251.635,300.0066000+67000+ZAMBA Y PAIMAS30100+1.000.1237.2805,300.001,121.3314.000.201,287.07100.00%1,287.0747,981.821,287.0746,694.755,300.0067000+68000+ZAMBA Y PAIMAS30100+1.000.1238.2805,300.00751.180.000.201,210.24100.00%1,210.2446,327.831,210.2445,117.605,300.0068000+69000+ZAMBA Y PAIMAS30100+1.000.1239.2805,300.00770.190.000.201,214.04100.00%1,214.0447,687.411,214.0446,473.375,300.0069000+70000+ZAMBA Y PAIMAS30100+1.000.1240.2805,300.00773.410.000.201,214.68100.00%1,214.6848,927.391,214.6847,712.715,300.0070000+71000+ZAMBA Y PAIMAS30100+1.000.1241.2805,090.00437.9414.000.201,108.39100.00%1,108.3945,754.261,108.3944,645.875,090.0071000+72000+ZAMBA Y PAIMAS30100+1.000.1242.2805,300.00573.6528.000.201,180.33100.00%1,180.3349,904.351,180.3348,724.025,300.0072000+73000+ZAMBA Y PAIMAS30100+1.000.1243.2805,300.00741.1342.000.201,216.63100.00%1,216.6352,655.571,216.6351,438.955,300.0073000+74000+ZAMBA Y PAIMAS30100+1.000.1244.2805,300.00871.2528.000.201,239.85100.00%1,239.8554,900.561,239.8553,660.715,300.0074000+75000+ZAMBA Y PAIMAS30100+1.000.1245.2805,300.00737.5414.000.201,210.31100.00%1,210.3154,802.751,210.3153,592.445,300.0075000+76000+ZAMBA Y PAIMAS30100+1.000.1246.2805,300.00522.5028.000.201,170.10100.00%1,170.1054,152.231,170.1052,982.135,300.0076000+77000+ZAMBA Y PAIMAS30100+1.000.1247.2805,250.00740.7642.000.201,206.55100.00%1,206.5557,045.781,206.5555,839.235,250.0077000+78000+ZAMBA Y PAIMAS30100+1.000.1248.2805,300.00608.2914.000.201,184.46100.00%1,184.4657,185.631,184.4656,001.175,300.0078000+79000+ZAMBA Y PAIMAS30100+1.000.1249.2805,300.00662.6142.000.201,200.92100.00%1,200.9259,181.441,200.9257,980.515,300.0079000+80000+ZAMBA Y PAIMAS30100+1.000.1250.2805,300.00253.1714.000.201,113.43100.00%1,113.4355,983.461,113.4354,870.035,300.0080000+80096+ZAMBA Y PAIMAS30100+1.000.1250.828508.800.000.000.20101.76100.00%101.765,172.26101.765,070.50508.80202,866.8046,167.3546,167.351,213,407.9246,167.351,167,240.57Dist.Media (Km):26.28NOTAS:1.-El clculo del transporte para D1 km se ha realizado sobre la base de la especificacin tcnica de Transporte, la cual esta incluida en las Especificaciones para Caminos no Pavimentadosde bajo Volumen de Trnsito.2.-Los colores de los valores indican la influencia de cada cantera.3.-Se ha asumido una distancia de acceso de 100 m, la cual deber ser modificada de acuerdo a la distancia de acceso real en la carretera a trabajar.6.784.-De la misma manera, las plazoletas de cruce y sobreanchos han sido estimados en porcentaje al rea de afirmado a colocar en cada km, debiendo cambiarse por las rea realesque se obtengan en la inspeccin de campo.5.-El ancho y el espesor del afirmado son valores asumidos, los que tambin debern ser modificados de acuerdo a las caractersticas de la carretera a trabajar.6.-Solamente se deber modificar en las columnas cuyos titulos se encuentren con fondo verde, de acuerdo a los datos de campo y parametros de diseo de cada va.7.-El procedimiento tambin es vlido para el clculo de la Distancia Media del transporte de agua, en cuyo caso se ubicarn las fuentes de agua y se reemplazarn en la columna deubicacin de canteras.0.000581.680.0007,191.850.0007,080.856,948.956,259.506,233.53

Km 27+027Km 80+096.12Km 39+140C - 03 (Tondopa)Km 38+200Acceso: DirectoC - 01 (Paimas) Km 30+100Acceso: 1 KmC - 02(Zambai) Km 31+200Acceso: Directo

Afirmado TotalCLCULO DEL TRANSPORTE DE MATERIAL PARA AFIRMADO05TRANSPORTE05.01Transporte de material para Afirmado hasta 1 Km22,175.60m3-Km05.02Transporte de material para Afirmado > 1 Km61,918.98m3-KmCALZADASECTORMEZCLAINICIO (Prog)FIN (Prog)CANTERAUBICACIN DE CANTERASACCESO (Km)D.L.P. -120.00 m (Km)DISTANCIA (Km)LONGITUD (m)ANCHO (m)AREA (m2)Plazoletas (m2)Sobre ancho (m2)ESPESOR (m)VOLUMEN PARCIAL (m3)% DE USOVOLUMEN A UTILIZAR (m3)MOMENTO (m3-Km)D1 Km20120+C-01 (90%)20120+25500+C-0119140+0.000.123.555,380.003.82520,578.500.255,144.6390.00%4,630.1616,437.084,630.1611,806.915,144.630.000.000.00025500+C-04 (10%)C-0440010+2.720.1219.8010.00%514.4610,186.36514.469,671.9025500+C-01 (90%)25500+27500+C-0119140+0.000.127.242,000.003.8257,650.000.201,530.0090.00%1,377.009,969.481,377.008,592.481,530.000.000.0027500+C-04 (10%)C-0440010+2.720.1216.1110.00%153.002,464.83153.002,311.8327500+C-02 (90%)27500+29300+C-0229300+0.000.120.781,800.003.8256,885.000.201,377.0090.00%1,239.30966.65966.650.001,377.000.000.00C-25.622.8103.6500.006.4629300+C-04 (10%)C-0440010+2.720.1214.2110.00%137.701,956.72137.701,819.0229300+C-02 (90%)29300+29500+C-0229300+0.000.12-0.02200.003.825765.000.20153.0090.00%137.70-2.75-2.750.0029500+C-04 (10%)C-0440010+2.720.1213.2110.00%15.30202.1115.30186.8129500+C-02 (90%)29500+31100+C-0229300+0.000.120.881,600.003.8256,120.000.251,530.0090.00%1,377.001,211.761,211.760.001,530.000.000.00C-38.754.3759.2706.4613.6531100+C-04 (10%)C-0440010+2.720.1212.3110.00%153.001,883.43153.001,730.4331100+C-03 (90%)31100+35600+C-0336730+0.000.123.264,500.003.82517,212.500.254,303.1390.00%3,872.8112,625.373,872.818,752.564,303.130.000.00C-48.004.00018.02013.6522.0235600+C-04 (10%)C-0440010+2.720.129.2610.00%430.313,984.69430.313,554.3835600+C-03 (90%)35600+36730+C-0336730+0.000.120.441,130.003.8254,322.250.20864.4590.00%778.01346.21346.210.00864.450.000.00C-68.204.10026.02022.0230.1236730+C-04 (10%)C-0440010+2.720.126.4510.00%86.45557.1486.45470.6936730+C-03 (90%)36730+38000+C-0336730+0.000.120.521,270.003.8254,857.750.20971.5590.00%874.40450.31450.310.00971.550.000.00C-77.603.80034.22030.1238.0238000+C-04 (10%)C-0440010+2.720.125.2510.00%97.16509.5897.16412.4238000+C-03 (90%)38000+39900+C-0336730+0.000.122.101,900.003.8257,267.500.251,816.8890.00%1,635.193,433.891,635.191,798.7139900+C-04 (10%)C-0440010+2.720.123.6610.00%181.69664.98181.69483.2939900+C-05 (90%)39900+40010+C-0543090+1.000.124.02110.003.825420.750.25105.1990.00%94.67380.1094.67285.4340010+C-04 (10%)C-0440010+2.720.122.6610.00%10.5227.9310.5217.4140010+C-05 (90%)40010+43090+C-0543090+1.000.122.423,080.003.82511,781.000.252,945.2590.00%2,650.736,414.752,650.733,764.0343090+C-04 (10%)C-0440010+2.720.124.1410.00%294.531,219.33294.53924.8143090+C-05 (90%)43090+46090+C-0543090+1.000.122.383,000.003.82511,475.000.252,868.7590.00%2,581.886,144.862,581.883,562.992,868.750.000.00C-80.000.00041.82038.020.0046090+C-04 (10%)C-0440010+2.720.127.1810.00%286.882,059.76286.881,772.890.000.000.0099,335.2523,609.8184,094.5722,175.6061,918.9818,589.500.000.00018,589.500Dist.Media (Km):3.5699,335.250.000.0099,335.2543090+C-05 (90%)41000+50000+C-0545500+0.000.120.009,000.003.82534,425.000.258,606.25100.00%8,606.250.000.000.000.0043090+C-05 (90%)41000+45500+C-0545500+0.000.122.134,500.003.82517,212.500.254,303.13100.00%4,303.139,165.664,303.134,862.539,165.6643090+C-05 (90%)45500+50000+C-0545500+0.000.122.134,500.003.82517,212.500.254,303.13100.00%4,303.139,165.664,303.134,862.539,165.668606.2518,331.318,606.259,725.0618,331.31NOTAS:1.-El clculo del transporte para D1 km se ha realizado sobre la base de la especificacin tcnica de Transporte, la cual esta incluida en las Especificaciones para Caminos no Pavimentadosde bajo Volumen de Trnsito.2.-Los colores de los valores indican la influencia de cada cantera.3.-Se ha asumido una distancia de acceso de 100 m, la cual deber ser modificada de acuerdo a la distancia de acceso real en la carretera a trabajar.4.-De la misma manera, las plazoletas de cruce y sobreanchos han sido estimados en porcentaje al rea de afirmado a colocar en cada km, debiendo cambiarse por las rea realesque se obtengan en la inspeccin de campo.5.-El ancho y el espesor del afirmado son valores asumidos, los que tambin debern ser modificados de acuerdo a las caractersticas de la carretera a trabajar.6.-Solamente se deber modificar en las columnas cuyos titulos se encuentren con fondo verde, de acuerdo a los datos de campo y parametros de diseo de cada va.7.-El procedimiento tambin es vlido para el clculo de la Distancia Media del transporte de agua, en cuyo caso se ubicarn las fuentes de agua y se reemplazarn en la columna deubicacin de canteras.

C - 03 Km 36+730Acceso: DirectoC - 01 Km 19+140Acceso: DirectoC - 02Km 29+300Acceso: DirectoC - 04 Km 40+010Acceso: 2.72 KmC - 05 Km 43+090Acceso: 1.00 KmKm 20+120Km 46+090

MAT-LIGANTECLCULO DEL TRANSPORTE DE MATERIAL LIGANTE05TRANSPORTE05.03Transporte de Material Ligante D 1 km0.00m3-kmCANTERAUBICACIN CANTERA Ci (Km)UBICACIN DE MATERIAL LIGANTE (Km)ACCESO (km)D.L.P. -120.00 m (Km)DISTANCIA (km)VOLUMEN DE AFIRMADO (m3)(%) DE MATERIAL LIGANTE EN AFIRMADOVOLUMEN DE LIGANTE (m3)MOMENTO (m3-km)D1kmC - 023.654.620.000.120.8523,322.9415.00%3,498.442,973.672,973.670.000.000.000.000.000C - 039.2707.930.000.121.220.0010.00%0.000.000.000.000.000.000.00C - 0418.0211.700.000.126.200.0010.00%0.000.000.000.000.000.000.00C-25.622.8103.6500.006.46C - 0626.0231.200.000.125.060.0010.00%0.000.000.000.000.000.000.00C-38.754.3759.2706.4613.65C - 0734.2231.420.000.122.680.0015.00%0.000.000.000.000.000.000.00C-48.004.00018.02013.6522.02C - 0841.8242.380.000.120.44286.8820.00%57.3825.2525.250.000.000.000.00C-60.000.00026.02022.020.000.000.000.000.000.000.000.000.0000.000Dist.Media (km):0.003965.10NOTAS:1.-2.-3.-4.-5.-6.-7.-

L4 Km 31+200Acceso: DirectoL1 Km 04+620Acceso: DirectoL2Km 07+930Acceso: DirectoL3Km 11+700Acceso: DirectoL5 Km 31+420Acceso: DirectoL6 Km 42+380Acceso: DirectoKm 00+000Km 44+932