Rendimientos Dist Media
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METRADO DE RELLENO CON MATERIAL PROPIO Y DE PRESTAMO Tramo: Quiches - Purhuay Progresiva Vol.Corte Vol.Relleno Vol.Prob.Uso 0+000 - 1+000 1206.50 719.30 965.20 719.30 1+000 - 2+000 1176.30 397.40 941.04 397.40 2+000 - 3+000 1091.75 418.45 873.40 418.45 3+000 - 4+000 864.80 644.90 691.84 644.90 4+000 - 5+000 524.40 233.00 419.52 233.00 5+000 - 6+000 755.35 258.55 604.28 258.55 6+000 - 7+000 1004.75 645.15 803.80 645.15 7+000 - 8+000 1508.55 801.55 1,206.84 801.55 8+000 - 9+000 870.15 393.05 696.12 393.05 9+000 - 10+000 923.80 1164.10 739.04 739.04 10+000 - 11+000 1340.00 555.10 1,072.00 555.10 11+000 - 12+000 657.35 479.35 525.88 479.35 12+000 - 13+000 1152.90 333.50 922.32 333.50 13+000 - 14+000 805.90 347.70 644.72 347.70 14+000 - 15+000 878.07 173.11 702.45 173.11 15+000 - 16+000 1184.76 484.76 947.81 484.76 16+000 - 17+000 1185.61 452.50 948.49 452.50 17+000 - 18+000 1316.31 303.57 1,053.05 303.57 18+000 - 19+000 802.42 238.45 641.94 238.45 19+000 - 20+000 797.51 655.87 638.01 638.01 20+000 - 21+000 833.44 904.62 666.76 666.76 21+000 - 22+000 2885.40 969.79 2,308.32 969.79 22+000 - 23+000 939.31 238.40 751.45 238.40 23+000 - 24+000 717.10 316.50 573.68 316.50 24+000 - 24+176 71.90 17.20 57.52 17.20 TOTAL 25,494.32 12,145.88 11,465.09 Nota: Se utilizó un 80%del Volumen de Corte para usarse como relleno con material propio Volumen Material Propio
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RENDIMIENTOS Y PONTONES
Transcript of Rendimientos Dist Media
Vol-Propio-PrestMETRADO DE RELLENO CON MATERIAL PROPIO Y DE PRESTAMOTramo: Quiches - PurhuayProgresivaVol.CorteVol.RellenoVol.Prob.UsoVolumen Material PropioVolumen Material Prstamo0+000 - 1+0001206.50719.30965.20719.300.001+000 - 2+0001176.30397.40941.04397.400.002+000 - 3+0001091.75418.45873.40418.450.003+000 - 4+000864.80644.90691.84644.900.004+000 - 5+000524.40233.00419.52233.000.005+000 - 6+000755.35258.55604.28258.550.006+000 - 7+0001004.75645.15803.80645.150.007+000 - 8+0001508.55801.551,206.84801.550.008+000 - 9+000870.15393.05696.12393.050.009+000 - 10+000923.801164.10739.04739.04425.0610+000 - 11+0001340.00555.101,072.00555.100.0011+000 - 12+000657.35479.35525.88479.350.0012+000 - 13+0001152.90333.50922.32333.500.0013+000 - 14+000805.90347.70644.72347.700.0014+000 - 15+000878.07173.11702.45173.110.0015+000 - 16+0001184.76484.76947.81484.760.0016+000 - 17+0001185.61452.50948.49452.500.0017+000 - 18+0001316.31303.571,053.05303.570.0018+000 - 19+000802.42238.45641.94238.450.0019+000 - 20+000797.51655.87638.01638.0117.8620+000 - 21+000833.44904.62666.76666.76237.8721+000 - 22+0002885.40969.792,308.32969.790.0022+000 - 23+000939.31238.40751.45238.400.0023+000 - 24+000717.10316.50573.68316.500.0024+000 - 24+17671.9017.2057.5217.200.00TOTAL25,494.3212,145.8811,465.09680.79Nota: Se utiliz un 80%del Volumen de Corte para usarse comorelleno con material propio
Mat-ExcedenteCALCULO DE DISTANCIA MEDIATramo: Quiches - PurhuayTransporte de Material ExcedenteProgresivaVolumen Material ExcedenteC.G.Ubicacin de BotaderoX-CG (Km)VolxDist (m3-km)0+000 - 1+000194.880900+5100+4.20818.501+000 - 2+000311.561500+5100+3.601,121.622+000 - 3+000269.322500+5100+2.60700.233+000 - 4+00087.963500+5100+1.60140.744+000 - 5+000116.564500+5100+0.6069.945+000 - 6+000198.725500+5100+0.4079.496+000 - 7+000143.846500+5100+1.40201.387+000 - 8+000282.807500+5100+2.40678.728+000 - 9+000190.848500+5100+3.40648.869+000 - 10+00073.909500+5100+4.40325.1810+000 - 11+000313.9610500+5100+5.401,695.3811+000 - 12+00071.2011500+5100+6.40455.6812+000 - 13+000327.7612500+19600+7.102,327.1013+000 - 14+000183.2813500+19600+6.101,118.0114+000 - 15+000281.9814500+19600+5.101,438.1215+000 - 16+000280.0015500+19600+4.101,148.0016+000 - 17+000293.2416500+19600+3.10909.0517+000 - 18+000405.0917500+19600+2.10850.7018+000 - 19+000225.5918500+19600+1.10248.1519+000 - 20+00063.8019500+19600+0.106.3820+000 - 21+00066.6820500+19600+0.9060.0121+000 - 22+000766.2421500+19600+1.901,455.8622+000 - 23+000280.3622500+19600+2.90813.0623+000 - 24+000160.2423500+19600+3.90624.9424+000 - 24+17621.8824088+19600+4.4998.20TOTAL5,611.6918,033.25Nota: Se consider un 60% del volumen de material excedente de corte, previamente seleccionado,para ser utilizado como material para las Medidas de Mitigacin de Impacto Ambiental
Sub-BaseCALCULO DE DISTANCIA MEDIATramo: Quiches - PurhuayTransporte de Material de Sub-BaseProgresivaVol. Sub-Base (m3)C.G.Ubicacin de CanteraX-CG (Km)VolxDist (m3-km)0+000 - 1+000140.250900+2640+1.74244.041+000 - 2+000701.251500+2640+1.14799.432+000 - 3+00070.132050+2640+0.5941.383+000 - 4+0000.003500+2640+0.860.004+000 - 5+0000.004500+2640+1.860.005+000 - 6+0000.005500+2640+2.860.006+000 - 7+0000.006500+2640+3.860.007+000 - 8+0000.007500+2640+4.860.008+000 - 9+0000.008500+2640+5.860.009+000 - 10+0000.009500+2640+6.860.0010+000 - 11+0000.0010500+2640+7.860.0011+000 - 12+0000.0011500+2640+8.860.0012+000 - 13+0000.0012500+2640+9.860.0013+000 - 14+0000.0013500+22500+9.000.0014+000 - 15+0000.0014500+22500+8.000.0015+000 - 16+0000.0015500+22500+7.000.0016+000 - 17+0000.0016500+22500+6.000.0017+000 - 18+0000.0017500+22500+5.000.0018+000 - 19+0000.0018500+22500+4.000.0019+000 - 20+0000.0019500+22500+3.000.0020+000 - 21+0000.0020500+22500+2.000.0021+000 - 22+0000.0021500+22500+1.000.0022+000 - 23+000210.3822150+22500+0.3573.6323+000 - 24+0000.0023500+22500+1.000.0024+000 - 24+1760.0024088+22500+1.590.00TOTAL1,122.011,158.47
BaseCALCULO DE DISTANCIA MEDIATramo: Quiches - PurhuayTransporte de Material de BaseProgresivaVol. Base (m3)C.G.Ubicacin de CanteraX-CG (Km)VolxDist (m3-km)0+000 - 1+000633.750500+2640+2.141,356.231+000 - 2+000633.751500+2640+1.14722.482+000 - 3+000633.752500+2640+0.1488.733+000 - 4+000633.753500+2640+0.86545.034+000 - 5+000633.754500+2640+1.861,178.785+000 - 6+000633.755500+2640+2.861,812.536+000 - 7+000633.756500+2640+3.862,446.287+000 - 8+000633.757500+2640+4.863,080.038+000 - 9+000633.758500+2640+5.863,713.789+000 - 10+000633.759500+2640+6.864,347.5310+000 - 11+000633.7510500+2640+7.864,981.2811+000 - 12+000633.7511500+2640+8.865,615.0312+000 - 13+000633.7512500+2640+9.866,248.7813+000 - 14+000633.7513500+22500+9.005,703.7514+000 - 15+000633.7514500+22500+8.005,070.0015+000 - 16+000633.7515500+22500+7.004,436.2516+000 - 17+000633.7516500+22500+6.003,802.5017+000 - 18+000633.7517500+22500+5.003,168.7518+000 - 19+000633.7518500+22500+4.002,535.0019+000 - 20+000633.7519500+22500+3.001,901.2520+000 - 21+000633.7520500+22500+2.001,267.5021+000 - 22+000633.7521500+22500+1.00633.7522+000 - 23+000633.7522500+22500+0.000.0023+000 - 24+000633.7523500+23700+0.20126.7524+000 - 24+176111.7524088+23700+0.3943.36TOTAL15,321.7564,781.93
Ag-RiegoCALCULO DE DISTANCIA MEDIATramo: Quiches - PurhuayTransporte de Agua para RiegoProgresivaVol. Agua (m3)C.G.Acceso (Km)Ubic. de Fuente AguaX-CG (Km)VolxDist (m3-km)0+000 - 1+00061.920500+1.000000+1.5092.881+000 - 2+00080.101500+1.000000+2.50200.252+000 - 3+00042.232500+1.000000+3.50147.813+000 - 4+00038.033500+1.000000+4.50171.114+000 - 5+00038.034500+1.000000+5.50209.145+000 - 6+00038.035500+1.000000+6.50247.166+000 - 7+00038.036500+1.000000+7.50285.197+000 - 8+00038.037500+1.000000+8.50323.218+000 - 9+00038.038500+1.000000+9.50361.249+000 - 10+00038.039500+1.000000+10.50399.2610+000 - 11+00038.0310500+0.0022440+11.94454.0211+000 - 12+00038.0311500+0.0022440+10.94415.9912+000 - 13+00038.0312500+0.0022440+9.94377.9713+000 - 14+00038.0313500+0.0022440+8.94339.9414+000 - 15+00038.0314500+0.0022440+7.94301.9215+000 - 16+00038.0315500+0.0022440+6.94263.8916+000 - 17+00038.0316500+0.0022440+5.94225.8717+000 - 18+00038.0317500+0.0022440+4.94187.8418+000 - 19+00038.0318500+0.0022440+3.94149.8219+000 - 20+00038.0319500+0.0022440+2.94111.7920+000 - 21+00038.0320500+0.0022440+1.9473.7721+000 - 22+00038.0321500+0.0022440+0.9435.7422+000 - 23+00050.6522500+0.0022440+0.063.0423+000 - 24+17638.0323588+0.0022440+1.1543.65TOTAL995.405,422.52
Dist-MediaCALCULO DE DISTANCIA MEDIATramo: Quiches - PurhuayTransporte de Material ExcedenteUbicacion de BotaderoInfluenciaDist. Media (Km)Acceso (Km)Dist. Media Total (km)Volumen (m3)Vol. x Dist. (m3-km)Distancia Media (Km)5100+0000+-5100+2.550.002.551,000.152,550.393.145100+-12000+3.450.003.451,255.394,331.1019600+12000+-19600+3.800.003.802,035.237,733.8719600+24176+2.290.002.291,320.923,022.27TOTAL5,611.6917,637.63Transporte de Relleno con Material de PrestamoUbicacion de CanteraInfluenciaDist. Media (Km)Acceso (Km)Dist. Media Total (km)Volumen (m3)Vol. x Dist. (m3-km)Distancia Media (Km)2640+0000+-2640+1.320.001.320.000.004.892640+-12000+4.680.004.68425.061,989.2822500+12000+-22500+5.250.005.25255.731,342.5922500+-24176+0.840.000.840.000.00TOTAL680.793,331.87Transporte de Material para Sub-BaseUbicacion de CanteraInfluenciaDist. Media (Km)Acceso (Km)Dist. Media Total (km)Volumen (m3)Vol. x Dist. (m3-km)Distancia Media (Km)2640+0800+-2100+0.650.541.19911.631,084.841.002100+13000+5.450.005.450.000.0022500+22000+-22300+0.150.000.15210.3831.5622300+24176+0.940.000.940.000.00TOTAL1,122.011,116.40Transporte de Material para BaseUbicacion de CanteraInfluenciaDist. Media (Km)Acceso (Km)Dist. Media Total (km)Volumen (m3)Vol. x Dist. (m3-km)Distancia Media (Km)2640+0000+-2640+1.320.001.321,673.102,208.494.252640+-13000+5.180.005.186,565.6534,010.0722500+13000+-22500+4.750.004.756,020.6328,597.9722500+-23000+0.250.000.25316.8879.2223700+23000+-23700+0.350.000.35443.63155.2723700+-24176+0.240.000.24301.8871.85TOTAL15,321.7565,122.86Transporte de Agua para RiegoUbicacion de FuenteInfluenciaDist. Media (Km)Acceso (Km)Dist. Media Total (km)Volumen (m3)Vol. x Dist. (m3-km)Distancia Media (Km)0000+0000+-10000+5.001.006.00450.432,702.575.7622440+10000+-22440+6.220.006.22478.582,976.8022440+-24176+0.870.000.8766.3957.62TOTAL995.405,736.99
