hoja 12
21
PROYECTO GEOMETRICO DE UN CAMINO EN EL ESTADO DE GUERRERO CALCULO DE AREAS Y VOLUMENES ESTACION COTAS ESPESORES AREAS D/2 VOLUMENES Terreno Subrasante Corte Terraplen Corte Terraplen Corte Terraplen CL (+) (-) 0+000.00 1,458.00 1,462.00 04.00 36.80 00.00 0 0 0+020.00 1,462.00 1,463.33 01.33 20.00 10.40 10.00 200.00 472.00 0+040.00 1,464.00 1,464.66 00.66 12.40 10.00 324.00 104.00 0+060.00 1,466.00 1,465.99 00.01 04.00 02.40 10.00 164.00 24.00 0+080.00 1,467.00 1,467.33 00.33 02.80 06.60 10.00 68.00 90.00 0+100.00 1,468.00 1,468.67 00.67 01.20 08.80 10.00 40.00 154.00 0+120.00 1,465.00 1,469.99 04.99 80.40 10.00 12.00 892.00 0+140.00 1,461.00 1,471.33 10.33 191.80 10.00 00.00 2722.00 0+160.00 1,461.00 1,472.67 11.67 268.40 10.00 00.00 4602.00 0+180.00 1,461.00 1,473.99 12.99 273.60 10.00 00.00 5420.00 0+200.00 1,458.00 1,475.33 17.33 355.60 10.00 00.00 6292.00 0+220.00 1,461.00 1,476.45 15.45 308.00 10.00 00.00 6636.00 0+240.00 1,462.00 1,477.13 15.13 290.80 10.00 00.00 5988.00 0+248.35 1,468.00 1,477.36 09.36 221.60 04.18 00.00 2141.83 0+260.00 1,470.00 1,477.38 07.38 84.40 05.83 00.00 1783.98 0+280.00 1,472.00 1,477.20 05.20 70.00 10.00 00.00 1544.00 0+300.00 1,476.00 1,476.80 00.80 00.80 16.40 10.00 08.00 864.00 0+320.00 1,478.00 1,476.40 01.60 16.80 10.00 176.00 164.00 0+340.00 1,480.00 1,476.00 04.00 38.80 10.00 556.00 0.00 0+348.35 1,483.00 1,475.83 07.17 80.00 04.18 496.58 0.00 0+360.00 1,486.00 1,475.60 10.40 132.80 05.82 1238.50 0.00 0+380.00 1,483.00 1,475.20 07.80 95.20 10.00 2280.00 0.00 0+400.00 1,478.00 1,474.80 03.20 22.80 10.00 1180.00 0.00 0+420.00 1,474.00 1,474.66 00.66 02.40 04.80 10.00 252.00 48.00 0+440.00 1,472.00 1,475.05 03.05 23.20 10.00 24.00 280.00 0+460.00 1,472.00 1,475.95 03.95 31.20 10.00 00.00 544.00 PC1 PT1
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hoja 12
Transcript of hoja 12
PROYECTO GEOMETRICO DE UN CAMINO EN EL ESTADO DE GUERRERO
CALCULO DE AREAS Y VOLUMENES
ESTACION COTAS ESPESORES AREAS D/2 VOLUMENES ACUMULADOTerreno Subrasante Corte Terraplen Corte Terraplen Corte Terraplen
CL (+) (-)
0+000.00 1,458.00 1,462.00 04.00 36.80 00.00 0 0 100,000.000+020.00 1,462.00 1,463.33 01.33 20.00 10.40 10.00 200.00 472.00 99,728.000+040.00 1,464.00 1,464.66 00.66 12.40 10.00 324.00 104.00 99,948.000+060.00 1,466.00 1,465.99 00.01 04.00 02.40 10.00 164.00 24.00 100,088.000+080.00 1,467.00 1,467.33 00.33 02.80 06.60 10.00 68.00 90.00 100,066.000+100.00 1,468.00 1,468.67 00.67 01.20 08.80 10.00 40.00 154.00 99,952.000+120.00 1,465.00 1,469.99 04.99 80.40 10.00 12.00 892.00 99,072.000+140.00 1,461.00 1,471.33 10.33 191.80 10.00 00.00 2722.00 96,350.000+160.00 1,461.00 1,472.67 11.67 268.40 10.00 00.00 4602.00 91,748.000+180.00 1,461.00 1,473.99 12.99 273.60 10.00 00.00 5420.00 86,328.000+200.00 1,458.00 1,475.33 17.33 355.60 10.00 00.00 6292.00 80,036.000+220.00 1,461.00 1,476.45 15.45 308.00 10.00 00.00 6636.00 73,400.000+240.00 1,462.00 1,477.13 15.13 290.80 10.00 00.00 5988.00 67,412.00
0+248.35 1,468.00 1,477.36 09.36 221.60 04.18 00.00 2141.83 65,270.170+260.00 1,470.00 1,477.38 07.38 84.40 05.83 00.00 1783.98 63,486.190+280.00 1,472.00 1,477.20 05.20 70.00 10.00 00.00 1544.00 61,942.190+300.00 1,476.00 1,476.80 00.80 00.80 16.40 10.00 08.00 864.00 61,086.190+320.00 1,478.00 1,476.40 01.60 16.80 10.00 176.00 164.00 61,098.190+340.00 1,480.00 1,476.00 04.00 38.80 10.00 556.00 0.00 61,654.19
0+348.35 1,483.00 1,475.83 07.17 80.00 04.18 496.58 0.00 62,150.770+360.00 1,486.00 1,475.60 10.40 132.80 05.82 1238.50 0.00 63,389.270+380.00 1,483.00 1,475.20 07.80 95.20 10.00 2280.00 0.00 65,669.270+400.00 1,478.00 1,474.80 03.20 22.80 10.00 1180.00 0.00 66,849.270+420.00 1,474.00 1,474.66 00.66 02.40 04.80 10.00 252.00 48.00 67,053.270+440.00 1,472.00 1,475.05 03.05 23.20 10.00 24.00 280.00 66,797.270+460.00 1,472.00 1,475.95 03.95 31.20 10.00 00.00 544.00 66,253.27
PC1
PT1
PROYECTO GEOMETRICO DE CAMINOS
CALCULO DE AREAS Y VOLUMENES
ESTACION COTAS ESPESORES AREAS D/2 VOLUMENES ACUMULADOTerreno Subrasante Corte Terraplen Corte Terraplen Corte Terraplen
CL (+) (-)66,253.27
0+464.61 1,472.00 1,476.08 04.08 32.00 02.31 00.00 145.99 66,107.280+480.00 1,476.00 1,477.38 01.38 00.80 08.40 07.69 06.15 310.68 65,802.750+500.00 1,476.00 1,479.08 03.08 24.80 10.00 08.00 332.00 65,478.750+520.00 1,478.00 1,480.77 02.77 25.20 10.00 00.00 500.00 64,978.750+540.00 1,478.00 1,482.46 04.46 44.80 10.00 00.00 700.00 64,278.750+560.00 1,478.00 1,484.15 06.15 70.40 10.00 00.00 1152.00 63,126.750+580.00 1,481.00 1,485.84 04.84 62.00 10.00 00.00 1324.00 61,802.750+600.00 1,481.00 1,487.54 06.54 107.60 10.00 00.00 1696.00 60,106.750+620.00 1,482.00 1,489.23 07.23 144.40 10.00 00.00 2520.00 57,586.750+640.00 1,480.00 1,490.92 10.92 242.00 10.00 00.00 3864.00 53,722.75
0+644.61 1,482.00 1,491.31 09.31 221.60 02.31 00.00 1070.92 52,651.840+660.00 1,484.00 1,492.62 08.62 216.00 07.69 00.00 3365.14 49,286.690+680.00 1,486.00 1,494.05 08.05 212.40 10.00 00.00 4284.00 45,002.690+700.00 1,488.00 1,494.95 06.95 178.80 10.00 00.00 3912.00 41,090.690+720.00 1,490.00 1,495.34 05.34 107.60 10.00 00.00 2864.00 38,226.690+740.00 1,494.00 1,495.20 01.20 27.60 10.00 00.00 1352.00 36,874.690+760.00 1,498.00 1,494.80 03.20 28.80 10.00 288.00 276.00 36,886.69
0+760.91 1,498.00 1,494.78 03.22 32.00 00.45 27.36 0.00 36,914.050+780.00 1,496.00 1,494.40 01.60 22.00 09.55 515.70 0.00 37,429.750+800.00 1,489.00 1,494.00 05.00 70.80 10.00 220.00 708.00 36,941.750+820.00 1,484.00 1,493.60 09.60 114.40 10.00 00.00 1852.00 35,089.750+840.00 1,484.00 1,493.20 09.20 106.80 10.00 00.00 2212.00 32,877.750+860.00 1,486.00 1,492.80 06.80 10.00 00.00 1068.00 31,809.750+880.00 1,492.00 1,492.40 00.40 00.88 03.08 10.00 08.80 30.80 31,787.750+900.00 1,500.00 1,492.00 08.00 72.00 10.00 728.80 30.80 32,485.750+920.00 1,504.00 1,491.60 12.40 151.04 10.00 2230.40 0.00 34,716.15
PC2
PT2
PC3
PROYECTO GEOMETRICO DE CAMINOS
CALCULO DE AREAS Y VOLUMENES
ESTACION COTAS ESPESORES AREAS D/2 VOLUMENES ACUMULADOTerreno Subrasante Corte Terraplen Corte Terraplen Corte Terraplen
CL (+) (-)34,716.15
0+940.00 1,506.00 1,491.20 14.80 204.10 10.00 3551.40 0.00 38,267.550+960.00 1,507.00 1,490.80 16.20 237.56 10.00 4416.60 0.00 42,684.150+980.00 1,509.00 1,490.68 18.33 285.92 10.00 5234.80 0.00 47,918.951+000.00 1,510.00 1,491.10 18.90 314.92 10.00 6008.40 0.00 53,927.351+020.00 1,506.00 1,492.08 13.93 209.90 10.00 5248.20 0.00 59,175.551+040.00 1,504.00 1,493.60 10.40 153.02 10.00 3629.20 0.00 62,804.75
1+049.51 1,504.00 1,494.46 09.54 136.80 04.76 1379.54 0.00 64,184.301+060.00 1,502.00 1,495.40 06.60 107.18 05.25 1280.90 0.00 65,465.191+080.00 1,504.00 1,497.20 06.80 118.26 10.00 2254.40 0.00 67,719.591+100.00 1,508.00 1,499.00 09.00 161.78 10.00 2800.40 0.00 70,519.991+120.00 1,508.00 1,500.80 07.20 105.22 10.00 2670.00 0.00 73,189.99
1+132.72 1,506.00 1,501.95 04.06 47.16 06.36 969.14 0.00 74,159.131+140.00 1,506.00 1,502.60 03.40 12.6 03.64 217.53 0.00 74,376.651+160.00 1,507.00 1,504.40 02.60 21.46 10.00 340.60 0.00 74,717.251+180.00 1,508.00 1,506.20 01.80 18.16 10.00 396.20 0.00 75,113.451+200.00 1,510.00 1,508.00 02.00 14.2 10.00 323.60 0.00 75,437.051+220.00 1,512.00 1,509.80 02.20 16.40 10.00 306.00 0.00 75,743.05
1+239.39 1,513.00 1,511.55 01.45 10.82 09.69 263.76 0.00 76,006.821+240.00 1,514.00 1,511.60 02.40 20.14 00.31 09.60 0.00 76,016.411+260.00 1,520.00 1,513.40 06.60 60.32 10.00 804.60 0.00 76,821.011+280.00 1,518.00 1,515.20 02.80 25.16 10.00 854.80 0.00 77,675.811+300.00 1,516.00 1,517.00 01.00 00.56 02.90 10.00 257.20 29.00 77,904.011+320.00 1,517.00 1,518.80 01.80 10.12 10.00 05.60 130.20 77,779.411+340.00 1,517.00 1,520.60 03.60 22.24 10.00 00.00 323.60 77,455.811+360.00 1,520.00 1,522.40 02.40 10.60 10.00 00.00 328.40 77,127.411+380.00 1,524.00 1,524.20 00.20 04.80 10.00 48.00 106.00 77,069.411+400.00 1,526.00 1,526.00 00.00 00.00 03.80 01.50 10.00 86.00 15.00 77,140.41
PT3
PC4
PT4
Perfil del camino y Subrasante
CotasCadenamientos Terreno Subrasante
0+000.00 1,458.000 1,462.000
0+020.00 1,462.000 1,463.330
0+040.00 1,464.000 1,464.660
0+060.00 1,466.000 1,465.990
0+080.00 1,467.000 1,467.330
0+100.00 1,468.000 1,468.670
0+120.00 1,465.000 1,469.990
0+140.00 1,461.000 1,471.330
0+160.00 1,461.000 1,472.670
0+180.00 1,461.000 1,473.990
0+200.00 1,458.000 1,475.330
0+220.00 1,461.000 1,476.450
0+240.00 1,462.000 1,477.130
0+248.35 1,468.000 1,477.360
0+260.00 1,470.000 1,477.380
0+280.00 1,472.000 1,477.200
0+300.00 1,476.000 1,476.800
0+320.00 1,478.000 1,476.400
0+340.00 1,480.000 1,476.000
0+348.35 1,483.000 1,475.830
0+360.00 1,486.000 1,475.600
0+380.00 1,483.000 1,475.200
0+400.00 1,478.000 1,474.800
0+420.00 1,474.000 1,474.660
0+440.00 1,472.000 1,475.050
0+460.00 1,472.000 1,475.950
0+464.61 1,472.000 1,476.082
0+480.00 1,476.000 1,477.380
0+500.00 1,476.000 1,479.076
0+520.00 1,478.000 1,480.768
0+540.00 1,478.000 1,482.460
0+560.00 1,478.000 1,484.152
0+580.00 1,481.000 1,485.844
0+600.00 1,481.000 1,487.536
0+620.00 1,482.000 1,489.228
0+640.00 1,480.000 1,490.920
0+644.61 1,482.000 1,491.310
0+660.00 1,484.000 1,492.616
0+680.00 1,486.000 1,494.046
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5001,420.000
1,440.000
1,460.000
1,480.000
1,500.000
1,520.000
1,540.000
Perfil del camino (Terreno línea azul y Subrasante línea naranja)
Cadenamientos
Co
tas
(m)
0+700.00 1,488.000 1,494.954
0+720.00 1,490.000 1,495.338
0+740.00 1,494.000 1,495.200
0+760.00 1,498.000 1,494.800
0+760.91 1,498.000 1,494.782
0+780.00 1,496.000 1,494.400
0+800.00 1,489.000 1,494.000
0+820.00 1,484.000 1,493.600
0+840.00 1,484.000 1,493.200
0+860.00 1,486.000 1,492.800
0+880.00 1,492.000 1,492.400
0+900.00 1,500.000 1,492.000
0+920.00 1,504.000 1,491.600
0+940.00 1,506.000 1,491.200
0+960.00 1,507.000 1,490.800
0+980.00 1,509.000 1,490.675
1+000.00 1,510.000 1,491.100
1+020.00 1,506.000 1,492.075
1+040.00 1,504.000 1,493.600
1+049.51 1,504.000 1,494.456
1+060.00 1,502.000 1,495.400
1+080.00 1,504.000 1,497.200
1+100.00 1,508.000 1,499.000
1+120.00 1,508.000 1,500.800
1+132.72 1,506.000 1,501.945
1+140.00 1,506.000 1,502.600
1+160.00 1,507.000 1,504.400
1+180.00 1,508.000 1,506.200
1+200.00 1,510.000 1,508.000
1+220.00 1,512.000 1,509.800
1+239.39 1,513.000 1,511.545
1+240.00 1,514.000 1,511.600
1+260.00 1,520.000 1,513.400
1+280.00 1,518.000 1,515.200
1+300.00 1,516.000 1,517.000
1+320.00 1,517.000 1,518.800
1+340.00 1,517.000 1,520.600
1+360.00 1,520.000 1,522.400
1+380.00 1,524.000 1,524.200
1+400.00 1,526.000 1,526.000
Perfil del camino y Subrasante
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5001,420.000
1,440.000
1,460.000
1,480.000
1,500.000
1,520.000
1,540.000
Perfil del camino (Terreno línea azul y Subrasante línea naranja)
Cadenamientos
Co
tas
(m)
Curva Masa
Cadenamientos Volúmenes
0+000.00 100,000.0000+020.00 99,728.0000+040.00 99,948.0000+060.00 100,088.0000+080.00 100,066.0000+100.00 99,952.0000+120.00 99,072.0000+140.00 96,350.0000+160.00 91,748.0000+180.00 86,328.0000+200.00 80,036.0000+220.00 73,400.0000+240.00 67,412.0000+248.35 65,270.1680+260.00 63,486.1880+280.00 61,942.1880+300.00 61,086.1880+320.00 61,098.1880+340.00 61,654.1880+348.35 62,150.7720+360.00 63,389.2680+380.00 65,669.2680+400.00 66,849.2680+420.00 67,053.2680+440.00 66,797.2680+460.00 66,253.2680+464.61 66,107.2760+480.00 65,802.7520+500.00 65,478.7520+520.00 64,978.7520+540.00 64,278.7520+560.00 63,126.7520+580.00 61,802.7520+600.00 60,106.7520+620.00 57,586.7520+640.00 53,722.7520+644.61 52,651.8360+660.00 49,286.6920+680.00 45,002.6920+700.00 41,090.6920+720.00 38,226.6920+740.00 36,874.692
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
0+760.00 36,886.6920+760.91 36,914.0520+780.00 37,429.7520+800.00 36,941.7520+820.00 35,089.7520+840.00 32,877.7520+860.00 31,809.7520+880.00 31,787.7520+900.00 32,485.7520+920.00 34,716.1520+940.00 38,267.5520+960.00 42,684.1520+980.00 47,918.9521+000.00 53,927.3521+020.00 59,175.5521+040.00 62,804.7521+049.51 64,184.2951+060.00 65,465.1901+080.00 67,719.5901+100.00 70,519.9901+120.00 73,189.9901+132.72 74,159.1271+140.00 74,376.6531+160.00 74,717.2531+180.00 75,113.4531+200.00 75,437.0531+220.00 75,743.0531+239.39 76,006.8151+240.00 76,016.4131+260.00 76,821.0131+280.00 77,675.8131+300.00 77,904.0131+320.00 77,779.4131+340.00 77,455.8131+360.00 77,127.4131+380.00 77,069.4131+400.00 77,140.413
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
Curva Masa
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
0+000 0+100 0+200 0+300 0+400 0+500 0+600 0+700 0+800 0+900 1+000 1+100 1+200 1+300 1+400 1+5000.000
20,000.000
40,000.000
60,000.000
80,000.000
100,000.000
120,000.000
Curva de volúmenes acumulados (Curva Masa)
Cadenamientos
Vo
lúm
en
es
ac
um
ula
do
s (
m3
)
