Curva Masa
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CURVA MASA O CURVA BRUCKNER PROYECTO CARRETERA SAN ISIDRO- SANTA CRUZ TRAMO 0+000 A 0+200 FECHA ENERO 2011 TIPO DE MATERIAL TIERRA COMUN FACTOR DE ESPONJAMIENTO 1.25 FACTOR DE COMPACTACION 1.39 ESTACA VOLUMENES CALCULADOS VOLUMENES CORREGIDOS CORTE (EN) RELLENO (EC) CORTE (ES) RELLENO (ES) 0 20 0 0 0.00 0 0.00 0.00 20 20 142.32 72.98 177.90 -101.44 76.46 76.46 40 20 449.5 230.51 561.88 -320.41 241.47 317.93 60 20 280 580 350.00 -806.2 -456.20 -138.27 80 20 322.81 165.54 403.51 -230.1 173.41 35.14 100 20 79.84 40.94 99.80 -56.91 42.89 78.03 120 20 100 150 125.00 -208.5 -83.50 -5.47 140 20 180.49 120 225.61 -166.8 58.81 53.34 160 20 194.38 99.68 242.98 -138.56 104.42 157.76 180 20 209.99 250 262.49 -347.5 -85.01 72.75 200 20 237.76 121.93 297.20 -169.48 127.72 200.47 1 2 3 4 5 6 7 8 CALCULOS 5 = 3x1.25 6 = 4x1.39 7 = 5+6 8 = SUMA ALGEBRAICA DISTANCIA (m) DIFERENCIA DE VOLUMENES SUMA ALGEBRAICA ACUMULADA 0 20 40 60 80 100 120 140 160 180 200 220 -250.00 0.00 250.00 500.00 CURVA MASA TRAMO 0+000 A 0+340 PROGRESIVAS VOLUMEN ACUMULADO
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Transcript of Curva Masa
CURVA MASA O CURVA BRUCKNER
PROYECTO CARRETERA SAN ISIDRO- SANTA CRUZTRAMO 0+000 A 0+200FECHA ENERO 2011
TIPO DE MATERIAL TIERRA COMUNFACTOR DE ESPONJAMIENTO 1.25FACTOR DE COMPACTACION 1.39
ESTACA VOLUMENES CALCULADOS VOLUMENES CORREGIDOS
CORTE (EN) RELLENO (EC) CORTE (ES) RELLENO (ES)0 20 0 0 0.00 0 0.00 0.00
20 20 142.32 72.98 177.90 -101.44 76.46 76.4640 20 449.5 230.51 561.88 -320.41 241.47 317.9360 20 280 580 350.00 -806.2 -456.20 -138.2780 20 322.81 165.54 403.51 -230.1 173.41 35.14
100 20 79.84 40.94 99.80 -56.91 42.89 78.03120 20 100 150 125.00 -208.5 -83.50 -5.47140 20 180.49 120 225.61 -166.8 58.81 53.34160 20 194.38 99.68 242.98 -138.56 104.42 157.76180 20 209.99 250 262.49 -347.5 -85.01 72.75200 20 237.76 121.93 297.20 -169.48 127.72 200.47
1 2 3 4 5 6 7 8CALCULOS
5 = 3x1.25 6 = 4x1.39 7 = 5+6 8 = SUMA ALGEBRAICA
DISTANCIA
(m)
DIFERENCIA DE
VOLUMENES
SUMA ALGEBRAICA ACUMULADA
0 20 40 60 80 100 120 140 160 180 200 220
-250.00
0.00
250.00
500.00
CURVA MASA TRAMO 0+000 A 0+340
PROGRESIVAS
VO
LU
ME
N A
CU
MU
LA
DO
L1 30L2 60
2007
m 0.700
Y= 0 0.00010 0.07820 0.31130 0.700
Y IZ 0 0.00010 0.01920 0.07830 0.17540 0.31150 0.48660 0.700
2142.790.028 -0.043
0 2142.790 0.000 2142.790 2142.79010 2142.360 0.019 2142.438 2142.37920 2141.930 0.078 2142.241 2142.00830 2141.500 0.175 2142.200 2141.67540 2141.070 0.311 2141.770 2141.38150 2140.640 0.486 2140.659 2141.12660 2140.210 0.700 2140.288 2140.91010 2140.490 0.311 2140.665 2140.80120 2140.770 0.078 2141.081 2140.84830 2141.050 0.000 2141.536 2141.050
L1 30L2 60
2007.1
m 0.710
Y= 0 0.00010 0.07920 0.31630 0.710
Y IZ 0 0.00010 0.02020 0.07930 0.17840 0.31650 0.49360 0.710
2142.790.028 -0.043
0 2142.790 0.000 2142.790 2142.79010 2142.360 0.020 2142.439 2142.38020 2141.930 0.079 2142.246 2142.00930 2141.500 0.178 2142.210 2141.67840 2141.070 0.316 2141.780 2141.38650 2140.640 0.493 2140.660 2141.13360 2140.210 0.710 2140.289 2140.92010 2140.490 0.316 2140.668 2140.80620 2140.770 0.079 2141.086 2140.84930 2141.050 0.000 2141.543 2141.050
