curva masa
DESCRIPTION
lTRANSCRIPT
CURVA MASA O CURVA BRUCKNER
PROYECTO CARRETERA SAN ISIDRO- SANTA CRUZTRAMO 0+000 A 0+340FECHA FEBRERO 2009
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+000.00 0.00 0 0 0.00 0 0.00 0.000+020.00 20.00 15.8 52.8 19.75 -73.39 -53.64 -53.640+040.00 20.00 18.8 57.9 23.50 -80.48 -56.98 -110.620+060.00 20.00 35.6 74.1 44.50 -103 -58.50 -169.120+070.00 20.00 47.1 84.4 58.88 -117.32 -58.44 -227.560+080.00 20.00 24.1 56 30.13 -77.84 -47.71 -275.270+100.00 20.00 12.2 41 15.25 -56.99 -41.74 -317.010+120.00 20.00 17.6 52.2 22.00 -72.56 -50.56 -367.570+130.00 20.00 20.9 60.5 26.13 -84.1 -57.97 -425.540+140.00 20.00 23.2 64.2 29.00 -89.24 -60.24 -485.780+150.00 20.00 13.6 54.7 17.00 -76.03 -59.03 -544.810+160.00 20.00 18.6 62.9 23.25 -87.43 -64.18 -608.990+180.00 20.00 32.8 75.1 41.00 -104.39 -63.39 -672.380+200.00 20.00 37.2 76.4 46.50 -106.2 -59.70 -732.080+220.00 20.00 40.9 78 51.13 -108.42 -57.29 -789.370+240.00 20.00 36.7 70.6 45.88 -98.13 -52.25 -841.620+260.00 20.00 26.6 64.3 33.25 -89.38 -56.13 -897.750+280.00 20.00 23.4 65.6 29.25 -91.18 -61.93 -959.680+300.00 20.00 26 67 32.50 -92.44 -59.94 -1019.620+310.00 20.00 30 70.6 37.50 -98.13 -60.63 -1080.250+380.00 20.00 18.3 53.1 22.88 -73.81 -50.93 -1131.180+390.00 20.00 10.4 35.6 13.00 -49.48 -36.48 -1167.660+400.00 20.00 12.5 43.2 15.63 -60.05 -44.42 -1212.080+410.00 20.00 13.1 52.2 16.38 -72.56 -56.18 -1268.260+420.00 20.00 17.9 56.5 22.38 -78.54 -56.16 -1324.420+430.00 20.00 21.4 59.1 26.75 -82.15 -55.40 -1379.820+440.00 20.00 26.8 67.2 33.50 -93.41 -59.91 -1439.730+460.00 20.00 29.2 72.7 36.50 -101.05 -64.55 -1504.280+480.00 20.00 28.2 71.7 35.25 -99.66 -64.41 -1568.690+500.00 20.00 27 75.7 33.75 -105.22 -71.47 -1640.16
DISTANCIA
(m)
DIFERENCIA DE
VOLUMENES
SUMA ALGEBRAICA ACUMULADA
0 20
-1250.00
-1000.00
-750.00
-500.00
-250.00
0.00
CURVA MASA TRAMO 0+000 A 0+340
PROGRESIVAS
VO
LU
ME
N A
CU
MU
LA
DO
CURVA MASA O CURVA BRUCKNER
PROYECTO CARRETERA SAN ISIDRO- SANTA CRUZTRAMO 0+000 A 0+340FECHA FEBRERO 2009
TIPO DE MATERIAL TIERRA COMUNFACTOR DE ESPONJAMIENTO 1.25FACTOR DE COMPACTACION 1.39
ESTACA VOLUMENES CALCULADOSVOLUMENES CORREGIDOSCORTE (EN)RELLENO (EC)CORTE (ES)RELLENO (ES)
0+000.00 0.00 0 0 0.00 0 0.000+020.00 20.00 82 0 0.00 0 0.000+040.00 20.00 259 0 0.00 0 0.000+060.00 20.00 450 0 0.00 0 0.000+070.00 20.00 186 395 0.00 0 0.000+080.00 20.00 46 690 0.00 0 0.000+100.00 20.00 0 434 0.00 0 0.000+120.00 20.00 104 39 0.00 0 0.000+130.00 20.00 112 0 0.00 0 0.000+140.00 20.00 121 0 0.00 0 0.000+150.00 20.00 137 0 0.00 0 0.000+160.00 20.00 167 0 0.00 0 0.000+180.00 20.00 199 0 0.00 0 0.000+200.00 20.00 324 0 0.00 0 0.000+220.00 20.00 586 0 0.00 0 0.000+240.00 20.00 262 211 0.00 0 0.000+260.00 20.00 0 397 0.00 0 0.000+280.00 20.00 0 186 0.00 0 0.000+300.00 20.00 3 4 5 6 70+310.00 20.00
0+380.00 20.00 6 = 4x1.39 7 = 5+6 8 = SUMA ALGEBRAICA 0+390.00 20.00
0+400.00 20.00
0+410.00 20.00
0+420.00 20.00
0+430.00 20.00
0+440.00 20.00
0+460.00 20.00
0+480.00 20.00
0+500.00 20.00
DISTANCIA (m)
DIFERENCIA DE
VOLUMENE
0.000.000.000.00 1 2 3 4 50.00 CALCULOS0.00 5 = 3x1.25 6 = 4x1.39 7 = 5+60.000.000.000.000.000.000.000.000.000.000.000.00
8
8 = SUMA ALGEBRAICA
SUMA ALGEBRAI
CA
0 20
-1250.00
-1000.00
-750.00
-500.00
-250.00
0.00
CURVA MASA TRAMO 0+000 A 0+340
PROGRESIVAS
VO
LU
ME
N A
CU
MU
LA
DO
6 7 8
8 = SUMA ALGEBRAICA
0 20
-1250.00
-1000.00
-750.00
-500.00
-250.00
0.00
CURVA MASA TRAMO 0+000 A 0+340
PROGRESIVAS
VO
LU
ME
N A
CU
MU
LA
DO