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CLASIF.MAT. Página 1 CLASIFICACION DE MATERIAL DESDE HASTA MAT.SUELTO ROCA SUELTA ROCA FIJA TALUD 033+030.00 036+590.00 90% 10% 0% 036+590.00 036+890.00 30% 20% 50% 036+890.00 036+950.00 80% 20% 0% 036+950.00 037+040.00 10% 20% 70% 037+040.00 037+340.00 80% 10% 10% 037+340.00 037+420.00 100% 0% 0% 037+420.00 037+660.00 90% 10% 0% 037+660.00 037+750.00 10% 20% 70% 037+750.00 038+060.00 80% 20% 0% 038+060.00 038+170.00 10% 20% 70% 038+170.00 038+220.00 60% 30% 10% 038+220.00 040+100.00 90% 10% 0% 040+100.00 040+140.00 70% 20% 10% 040+140.00 040+180.00 10% 20% 70% 040+180.00 040+520.00 80% 20% 0% 040+520.00 040+680.00 90% 10% 0% 040+680.00 040+880.00 40% 20% 40% 040+880.00 041+790.00 90% 10% 0% 041+790.00 041+940.00 30% 10% 60% 041+940.00 042+300.00 90% 10% 0% 042+300.00 042+420.00 20% 10% 70% 042+420.00 042+500.00 100% 0% 0% 042+500.00 042+600.00 60% 30% 10% 042+600.00 044+180.00 100% 0% 0% 044+180.00 044+340.00 80% 10% 10% 044+340.00 059+330.00 100% 0% 0% 059+330.00 060+000.00 80% 20% 0%

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Page 1: EXPLANACIONES

CLASIF.MAT.

Página 1

CLASIFICACION DE MATERIAL

DESDE HASTA MAT.SUELTO ROCA SUELTA ROCA FIJA TALUD

033+030.00 036+590.00 90% 10% 0%

036+590.00 036+890.00 30% 20% 50%

036+890.00 036+950.00 80% 20% 0%

036+950.00 037+040.00 10% 20% 70%

037+040.00 037+340.00 80% 10% 10%

037+340.00 037+420.00 100% 0% 0%

037+420.00 037+660.00 90% 10% 0%

037+660.00 037+750.00 10% 20% 70%

037+750.00 038+060.00 80% 20% 0%

038+060.00 038+170.00 10% 20% 70%

038+170.00 038+220.00 60% 30% 10%

038+220.00 040+100.00 90% 10% 0%

040+100.00 040+140.00 70% 20% 10%

040+140.00 040+180.00 10% 20% 70%

040+180.00 040+520.00 80% 20% 0%

040+520.00 040+680.00 90% 10% 0%

040+680.00 040+880.00 40% 20% 40%

040+880.00 041+790.00 90% 10% 0%

041+790.00 041+940.00 30% 10% 60%

041+940.00 042+300.00 90% 10% 0%

042+300.00 042+420.00 20% 10% 70%

042+420.00 042+500.00 100% 0% 0%

042+500.00 042+600.00 60% 30% 10%

042+600.00 044+180.00 100% 0% 0%

044+180.00 044+340.00 80% 10% 10%

044+340.00 059+330.00 100% 0% 0%

059+330.00 060+000.00 80% 20% 0%

Page 2: EXPLANACIONES

CLASIF.MAT.

Página 2

VERIFICACION

DE DATOS

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

CORRECTO

Page 3: EXPLANACIONES

3/74

METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.

KM 034+000 A KM 035+000

34000 0.80 0.35

34010 10.00 0.02 1.78 4.1 10.6 10.6 0.0 3.7 0.4 0.0

34020 10.00 0.00 7.20 0.1 44.9 44.9 0.0 0.1 0.0 0.0

34030 10.00 0.00 5.16 0.0 61.8 61.8 0.0 0.0 0.0 0.0

34040 10.00 0.00 11.45 0.0 83.1 83.1 0.0 0.0 0.0 0.0

34050 10.00 0.00 9.78 0.0 106.2 106.2 0.0 0.0 0.0 0.0

34057 7.00 0.00 5.96 0.0 55.1 55.1 0.0 0.0 0.0 0.0

34060 3.00 0.00 6.06 0.0 18.0 18.0 0.0 0.0 0.0 0.0

34070 10.00 0.00 3.06 0.0 45.6 45.6 0.0 0.0 0.0 0.0

34080 10.00 0.00 0.69 0.0 18.8 18.8 0.0 0.0 0.0 0.0

34090 10.00 2.79 0.62 14.0 6.6 6.6 0.0 12.6 1.4 0.0

34100 10.00 13.86 0.46 83.2 5.4 5.4 0.0 74.9 8.3 0.0

34110 10.00 29.81 0.06 218.4 2.6 2.6 0.0 196.6 21.8 0.0

34120 10.00 7.45 0.02 186.3 0.4 0.4 0.0 167.7 18.6 0.0

34130 10.00 0.73 7.75 40.9 38.8 32.7 6.1 36.8 4.1 0.0

34140 10.00 3.25 0.00 19.9 38.7 15.9 22.8 17.9 2.0 0.0

34150 10.00 18.17 0.00 107.1 0.0 0.0 0.0 96.4 10.7 0.0

34160 10.00 32.65 0.00 254.1 0.0 0.0 0.0 228.7 25.4 0.0

34170 10.00 31.10 0.00 318.8 0.0 0.0 0.0 286.9 31.9 0.0

34180 10.00 22.89 0.00 269.9 0.0 0.0 0.0 242.9 27.0 0.0

34190 10.00 19.42 0.00 211.5 0.0 0.0 0.0 190.4 21.2 0.0

34200 10.00 9.46 0.00 144.4 0.0 0.0 0.0 130.0 14.4 0.0

34210 10.00 3.84 0.00 66.5 0.0 0.0 0.0 59.9 6.7 0.0

34220 10.00 2.47 0.05 31.5 0.2 0.2 0.0 28.4 3.2 0.0

34230 10.00 1.02 0.27 17.5 1.6 1.6 0.0 15.8 1.8 0.0

34240 10.00 0.82 0.41 9.2 3.4 3.4 0.0 8.3 0.9 0.0

34260 20.00 2.49 0.11 33.1 5.2 2.3 2.9 29.8 3.3 0.0

34280 20.00 1.16 0.00 36.5 1.1 1.1 0.0 32.9 3.7 0.0

34300 20.00 0.86 1.06 20.3 10.6 10.6 0.0 18.3 2.0 0.0

34308 8.00 1.29 0.70 8.6 7.0 7.0 0.0 7.7 0.9 0.0

34320 12.00 2.85 0.00 24.9 4.2 4.2 0.0 22.4 2.5 0.0

34340 20.00 0.46 1.09 33.1 10.9 10.9 0.0 29.8 3.3 0.0

34360 20.00 0.00 2.53 4.6 36.2 36.2 0.0 4.1 0.5 0.0

34380 20.00 0.00 5.04 0.0 75.7 41.6 34.1 0.0 0.0 0.0

34400 20.00 0.01 5.52 0.1 105.7 0.1 105.6 0.1 0.0 0.0

34420 20.00 0.00 5.27 0.1 107.9 0.1 107.8 0.1 0.0 0.0

34440 20.00 0.01 4.06 0.1 93.3 0.1 93.2 0.1 0.0 0.0

34460 20.00 0.27 3.65 2.8 77.1 2.2 74.9 2.5 0.3 0.0

34480 20.00 0.00 4.21 2.7 78.6 2.2 76.4 2.4 0.3 0.0

34500 20.00 0.97 1.23 9.7 54.4 7.8 46.6 8.7 1.0 0.0

34520 20.00 3.25 0.00 42.2 12.3 12.3 0.0 38.0 4.2 0.0

34540 20.00 6.39 0.00 96.4 0.0 0.0 0.0 86.8 9.6 0.0

34560 20.00 11.04 0.00 174.3 0.0 0.0 0.0 156.9 17.4 0.0

34580 20.00 15.92 0.00 269.6 0.0 0.0 0.0 242.6 27.0 0.0

34600 20.00 8.59 0.00 245.1 0.0 0.0 0.0 220.6 24.5 0.0

34620 20.00 6.58 0.00 151.7 0.0 0.0 0.0 136.5 15.2 0.0

34640 20.00 3.05 0.00 96.2 0.0 0.0 0.0 86.6 9.6 0.0

34660 20.00 0.80 2.47 38.5 24.7 24.7 0.0 34.7 3.9 0.0

34670 10.00 0.00 7.05 4.0 47.6 47.6 0.0 3.6 0.4 0.0

34680 10.00 0.00 5.16 0.0 61.0 61.0 0.0 0.0 0.0 0.0

34720 40.00 0.00 8.48 0.0 272.8 204.6 68.2 0.0 0.0 0.0

34740 20.00 0.00 8.78 0.0 172.6 0.0 172.6 0.0 0.0 0.0

34760 20.00 0.00 7.54 0.0 163.1 0.0 163.1 0.0 0.0 0.0

34780 20.00 0.00 7.58 0.0 151.2 0.0 151.2 0.0 0.0 0.0

34800 20.00 0.05 6.20 0.5 137.9 0.4 137.5 0.5 0.1 0.0

34820 20.00 0.12 5.49 1.7 116.9 1.4 115.5 1.5 0.2 0.0

34840 20.00 0.00 6.29 1.2 117.8 1.0 116.8 1.1 0.1 0.0

34860 20.00 0.00 7.15 0.0 134.4 0.0 134.4 0.0 0.0 0.0

34880 20.00 0.00 8.34 0.0 154.9 0.0 154.9 0.0 0.0 0.0

34900 20.00 0.05 7.68 0.5 160.2 0.4 159.8 0.5 0.1 0.0

34920 20.00 0.00 8.94 0.5 166.3 0.4 165.9 0.5 0.1 0.0

CORTE

RELLENO

RELLENO

Prést. Exc. Corte

Transp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

Page 4: EXPLANACIONES

4/74

METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

34940 20.00 0.00 11.26 0.0 202.0 0.0 202.0 0.0 0.0 0.0

34960 20.00 0.00 11.84 0.0 231.0 0.0 231.0 0.0 0.0 0.0

34980 20.00 0.00 9.44 0.0 212.8 0.0 212.8 0.0 0.0 0.0

35000 20.00 0.00 8.85 0.0 182.8 0.0 182.8 0.0 0.0 0.0

TOTALES 3,296.4 3,932.0 993.0 2,939.0 2,966.9 329.6 0.0

KM 035+000 A KM 036+000

35000 0.00 8.85

35020 20.00 0.03 4.77 0.3 136.1 0.2 135.9 0.3 0.0 0.0

35040 20.00 0.62 1.44 6.4 62.1 5.1 57.0 5.8 0.6 0.0

35060 20.00 0.22 1.24 8.4 26.8 6.7 20.1 7.6 0.8 0.0

35080 20.00 0.78 0.84 10.0 20.8 8.0 12.8 9.0 1.0 0.0

35100 20.00 2.62 0.00 33.9 8.4 8.4 0.0 30.5 3.4 0.0

35120 20.00 10.58 0.00 132.0 0.0 0.0 0.0 118.8 13.2 0.0

35140 20.00 10.97 0.00 215.6 0.0 0.0 0.0 194.0 21.6 0.0

35160 20.00 12.83 0.00 238.0 0.0 0.0 0.0 214.2 23.8 0.0

35180 20.00 11.77 0.00 246.0 0.0 0.0 0.0 221.4 24.6 0.0

35200 20.00 10.79 0.00 225.6 0.0 0.0 0.0 203.0 22.6 0.0

35220 20.00 9.06 0.00 198.4 0.0 0.0 0.0 178.6 19.8 0.0

35240 20.00 6.65 0.00 157.1 0.0 0.0 0.0 141.4 15.7 0.0

35260 20.00 4.46 0.00 111.2 0.0 0.0 0.0 100.1 11.1 0.0

35280 20.00 2.47 0.00 69.3 0.0 0.0 0.0 62.4 6.9 0.0

35300 20.00 0.48 1.76 29.5 17.6 17.6 0.0 26.6 3.0 0.0

35320 20.00 0.00 4.71 4.8 64.7 64.7 0.0 4.3 0.5 0.0

35340 20.00 0.00 8.22 0.0 129.3 129.3 0.0 0.0 0.0 0.0

35360 20.00 0.00 9.31 0.0 175.4 52.6 122.8 0.0 0.0 0.0

35380 20.00 0.09 6.79 0.9 161.0 0.7 160.3 0.8 0.1 0.0

35400 20.00 0.19 5.40 2.9 121.9 2.3 119.6 2.6 0.3 0.0

35420 20.00 2.50 1.09 26.9 65.0 21.5 43.5 24.2 2.7 0.0

35440 20.00 9.85 0.00 123.5 10.9 10.9 0.0 111.2 12.4 0.0

35460 20.00 17.53 0.00 273.9 0.0 0.0 0.0 246.5 27.4 0.0

35480 20.00 26.27 0.00 438.0 0.0 0.0 0.0 394.2 43.8 0.0

35500 20.00 40.07 0.00 663.3 0.0 0.0 0.0 597.0 66.3 0.0

35520 20.00 45.99 0.00 860.5 0.0 0.0 0.0 774.5 86.1 0.0

35540 20.00 38.65 0.00 846.4 0.0 0.0 0.0 761.8 84.6 0.0

35560 20.00 10.94 0.00 495.9 0.0 0.0 0.0 446.3 49.6 0.0

35570 10.00 16.03 0.00 134.8 0.0 0.0 0.0 121.3 13.5 0.0

35580 10.00 12.14 0.00 140.9 0.0 0.0 0.0 126.8 14.1 0.0

35590 10.00 8.42 0.00 102.8 0.0 0.0 0.0 92.5 10.3 0.0

35600 10.00 5.82 0.00 71.2 0.0 0.0 0.0 64.1 7.1 0.0

35610 10.00 3.02 0.00 44.2 0.0 0.0 0.0 39.8 4.4 0.0

35620 10.00 1.49 0.01 22.5 0.0 0.0 0.0 20.3 2.3 0.0

35622 2.00 0.58 0.54 2.1 0.5 0.5 0.0 1.9 0.2 0.0

35630 8.00 0.00 6.78 2.3 29.3 29.3 0.0 2.1 0.2 0.0

35640 10.00 0.00 6.71 0.0 67.4 67.4 0.0 0.0 0.0 0.0

35650 10.00 0.69 3.77 3.5 52.4 52.4 0.0 3.2 0.4 0.0

35660 10.00 0.74 3.54 7.2 36.5 36.5 0.0 6.5 0.7 0.0

35670 10.00 3.82 3.91 22.8 37.2 37.2 0.0 20.5 2.3 0.0

35680 10.00 2.49 14.04 31.5 89.8 89.8 0.0 28.4 3.2 0.0

35690 10.00 3.94 2.44 32.1 82.4 82.4 0.0 28.9 3.2 0.0

35700 10.00 5.48 0.35 47.1 14.0 14.0 0.0 42.4 4.7 0.0

35710 10.00 5.29 0.00 53.8 1.8 1.8 0.0 48.4 5.4 0.0

35720 10.00 3.91 0.17 46.0 0.8 0.8 0.0 41.4 4.6 0.0

35730 10.00 4.09 0.25 40.0 2.1 2.1 0.0 36.0 4.0 0.0

35740 10.00 3.65 6.27 38.7 32.6 31.0 1.6 34.8 3.9 0.0

35750 10.00 3.48 0.54 35.6 34.0 28.5 5.5 32.0 3.6 0.0

35760 10.00 6.87 0.14 51.7 3.4 3.4 0.0 46.5 5.2 0.0

35770 10.00 3.92 0.15 53.9 1.4 1.4 0.0 48.5 5.4 0.0

35780 10.00 9.45 0.00 66.8 0.7 0.7 0.0 60.1 6.7 0.0

35790 10.00 24.92 0.00 171.8 0.0 0.0 0.0 154.6 17.2 0.0

35800 10.00 39.82 0.00 323.7 0.0 0.0 0.0 291.3 32.4 0.0

35820 20.00 41.51 0.00 813.3 0.0 0.0 0.0 732.0 81.3 0.0

35830 10.00 34.42 0.00 379.7 0.0 0.0 0.0 341.7 38.0 0.0

Page 5: EXPLANACIONES

5/74

METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

35840 10.00 46.49 0.00 404.6 0.0 0.0 0.0 364.1 40.5 0.0

35850 10.00 71.82 0.00 591.6 0.0 0.0 0.0 532.4 59.2 0.0

35860 10.00 108.48 0.00 901.5 0.0 0.0 0.0 811.4 90.1 0.0

35870 10.00 138.48 0.00 1,234.8 0.0 0.0 0.0 1,111.3 123.5 0.0

35880 10.00 139.30 0.00 1,388.9 0.0 0.0 0.0 1,250.0 138.9 0.0

35890 10.00 99.74 0.00 1,195.2 0.0 0.0 0.0 1,075.7 119.5 0.0

35900 10.00 90.44 0.00 950.9 0.0 0.0 0.0 855.8 95.1 0.0

35920 20.00 76.62 0.00 1,670.6 0.0 0.0 0.0 1,503.5 167.1 0.0

35940 20.00 38.86 0.00 1,154.8 0.0 0.0 0.0 1,039.3 115.5 0.0

35960 20.00 19.03 0.00 578.9 0.0 0.0 0.0 521.0 57.9 0.0

35980 20.00 12.77 0.00 317.9 0.0 0.0 0.0 286.1 31.8 0.0

36000 20.00 15.51 0.00 282.7 0.0 0.0 0.0 254.4 28.3 0.0

TOTALES 18,831.1 1,486.3 807.3 679.0 16,947.8 1,883.3 0.0

KM 036+000 A KM 037+000

36000 15.51 0.00

36020 20.00 10.24 0.00 257.5 0.0 0.0 0.0 231.8 25.8 0.0

36040 20.00 6.85 0.00 170.9 0.0 0.0 0.0 153.8 17.1 0.0

36060 20.00 1.38 0.10 82.2 1.0 1.0 0.0 74.0 8.2 0.0

36068.3 8.30 2.39 0.07 15.6 0.7 0.7 0.0 14.0 1.6 0.0

36080 11.70 4.50 0.00 40.3 0.4 0.4 0.0 36.3 4.0 0.0

36100 20.00 8.91 0.00 134.1 0.0 0.0 0.0 120.7 13.4 0.0

36120 20.00 3.00 0.00 119.0 0.0 0.0 0.0 107.1 11.9 0.0

36140 20.00 2.98 0.00 59.8 0.0 0.0 0.0 53.8 6.0 0.0

36160 20.00 3.27 0.00 62.5 0.0 0.0 0.0 56.3 6.3 0.0

36170 10.00 0.42 0.77 18.5 3.9 3.9 0.0 16.7 1.9 0.0

36180 10.00 1.64 0.67 10.3 7.2 7.2 0.0 9.3 1.0 0.0

36200 20.00 1.27 4.34 29.1 50.1 23.3 26.8 26.2 2.9 0.0

36220 20.00 2.36 1.47 36.3 58.1 29.0 29.1 32.7 3.6 0.0

36240 20.00 15.47 0.00 178.3 14.7 14.7 0.0 160.5 17.8 0.0

36260 20.00 13.37 0.00 288.4 0.0 0.0 0.0 259.6 28.8 0.0

36280 20.00 10.23 0.00 235.9 0.0 0.0 0.0 212.3 23.6 0.0

36290 10.00 14.22 0.00 122.2 0.0 0.0 0.0 110.0 12.2 0.0

36300 10.00 14.25 0.00 142.3 0.0 0.0 0.0 128.1 14.2 0.0

36310 10.00 12.39 0.00 133.2 0.0 0.0 0.0 119.9 13.3 0.0

36320 10.00 16.98 0.00 146.8 0.0 0.0 0.0 132.1 14.7 0.0

36330 10.00 6.17 0.08 115.7 0.4 0.4 0.0 104.1 11.6 0.0

36340 10.00 14.58 0.00 103.7 0.4 0.4 0.0 93.3 10.4 0.0

36350 10.00 13.74 0.00 141.6 0.0 0.0 0.0 127.4 14.2 0.0

36360 10.00 6.85 0.08 103.0 0.4 0.4 0.0 92.7 10.3 0.0

36370 10.00 5.20 0.00 60.3 0.4 0.4 0.0 54.3 6.0 0.0

36380 10.00 17.54 0.00 113.7 0.0 0.0 0.0 102.3 11.4 0.0

36390 10.00 20.03 0.00 187.8 0.0 0.0 0.0 169.0 18.8 0.0

36400 10.00 17.08 0.00 185.6 0.0 0.0 0.0 167.0 18.6 0.0

36410 10.00 16.37 0.00 167.3 0.0 0.0 0.0 150.6 16.7 0.0

36420 10.00 18.68 0.00 175.2 0.0 0.0 0.0 157.7 17.5 0.0

36430 10.00 24.81 0.00 217.5 0.0 0.0 0.0 195.8 21.8 0.0

36440 10.00 63.84 0.00 443.3 0.0 0.0 0.0 399.0 44.3 0.0

36450 10.00 64.58 0.00 642.1 0.0 0.0 0.0 577.9 64.2 0.0

36460 10.00 60.78 0.00 626.8 0.0 0.0 0.0 564.1 62.7 0.0

36480 20.00 78.69 0.00 1,394.7 0.0 0.0 0.0 1,255.2 139.5 0.0

36500 20.00 56.72 0.00 1,354.1 0.0 0.0 0.0 1,218.7 135.4 0.0

36520 20.00 36.47 0.00 931.9 0.0 0.0 0.0 838.7 93.2 0.0

36540 20.00 24.47 0.00 609.4 0.0 0.0 0.0 548.5 60.9 0.0

36560 20.00 30.11 0.00 545.8 0.0 0.0 0.0 491.2 54.6 0.0

36580 20.00 21.20 0.00 513.1 0.0 0.0 0.0 461.8 51.3 0.0

36590 10.00 16.20 0.00 187.0 0.0 0.0 0.0 168.3 18.7 0.0

36600 10.00 15.47 0.99 158.3 5.0 5.0 0.0 47.5 31.7 79.1

36610 10.00 12.59 0.55 140.3 7.7 7.7 0.0 42.1 28.1 70.1

36620 10.00 26.97 0.00 197.8 2.7 2.7 0.0 59.3 39.6 98.9

36630 10.00 30.04 0.00 285.0 0.0 0.0 0.0 85.5 57.0 142.5

36640 10.00 21.97 0.00 260.1 0.0 0.0 0.0 78.0 52.0 130.1

36650 10.00 25.84 0.00 239.0 0.0 0.0 0.0 71.7 47.8 119.5

Page 6: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

36660 10.00 27.56 0.00 267.0 0.0 0.0 0.0 80.1 53.4 133.5

36680 20.00 48.71 0.00 762.7 0.0 0.0 0.0 228.8 152.5 381.4

36690 10.00 81.52 0.00 651.1 0.0 0.0 0.0 195.3 130.2 325.6

36700 10.00 107.22 0.00 943.7 0.0 0.0 0.0 283.1 188.7 471.9

36710 10.00 135.50 0.00 1,213.6 0.0 0.0 0.0 364.1 242.7 606.8

36720 10.00 168.20 0.00 1,518.5 0.0 0.0 0.0 455.6 303.7 759.2

36730 10.00 183.94 0.00 1,760.7 0.0 0.0 0.0 528.2 352.1 880.4

36740 10.00 105.83 0.00 1,448.8 0.0 0.0 0.0 434.6 289.8 724.4

36750 10.00 99.09 0.00 1,024.6 0.0 0.0 0.0 307.4 204.9 512.3

36760 10.00 52.07 0.00 755.8 0.0 0.0 0.0 226.7 151.2 377.9

36780 20.00 5.84 0.04 579.1 0.4 0.1 0.3 173.7 115.8 289.6

36793 13.00 0.16 9.99 39.0 65.1 65.1 0.0 11.7 7.8 19.5

36800 7.00 0.38 5.55 1.9 54.4 54.4 0.0 0.6 0.4 0.9

36820 20.00 1.38 0.06 17.5 56.1 56.1 0.0 5.3 3.5 8.7

36840 20.00 8.96 0.00 103.3 0.6 0.6 0.0 31.0 20.7 51.6

36860 20.00 15.29 0.00 242.4 0.0 0.0 0.0 72.7 48.5 121.2

36870 10.00 9.53 0.00 124.1 0.0 0.0 0.0 37.2 24.8 62.1

36880 10.00 7.34 0.00 84.3 0.0 0.0 0.0 25.3 16.9 42.1

36890 10.00 1.06 3.44 42.0 17.2 17.2 0.0 12.6 8.4 21.0

36900 10.00 0.20 0.67 6.3 20.5 20.5 0.0 5.0 1.3 0.0

36910 10.00 0.00 10.13 1.0 54.0 54.0 0.0 0.8 0.2 0.0

36920 10.00 0.00 11.76 0.0 109.4 109.4 0.0 0.0 0.0 0.0

36930 10.00 0.00 27.92 0.0 198.4 198.4 0.0 0.0 0.0 0.0

36940 10.00 0.00 9.21 0.0 185.6 74.2 111.4 0.0 0.0 0.0

36950 10.00 0.00 8.75 0.0 89.8 0.0 89.8 0.0 0.0 0.0

36960 10.00 10.15 5.69 50.8 72.2 40.6 31.6 5.1 10.2 35.5

36980 20.00 20.70 0.61 308.5 62.9 62.9 0.0 30.9 61.7 215.9

37000 20.00 27.53 0.00 482.3 6.1 6.1 0.0 48.2 96.5 337.6

TOTALES 24,812.3 1,145.8 856.9 288.9 13,940.7 3,852.3 7,019.3

KM 037+000 A KM 038+000

37000 27.53 0.00

37020 20.00 6.60 0.00 341.3 0.0 0.0 0.0 34.1 68.3 238.9

37030 10.00 3.10 0.00 48.5 0.0 0.0 0.0 4.9 9.7 33.9

37040 10.00 1.61 0.08 23.6 0.4 0.4 0.0 2.4 4.7 16.5

37050 10.00 0.47 1.59 10.4 8.3 8.3 0.0 8.3 1.0 1.1

37060 10.00 0.00 10.49 2.4 60.4 60.4 0.0 1.9 0.2 0.3

37070 10.00 0.00 18.49 0.0 144.9 144.9 0.0 0.0 0.0 0.0

37080 10.00 0.34 3.78 1.7 111.3 111.3 0.0 1.4 0.2 0.1

37090 10.00 4.53 0.69 24.4 22.3 22.3 0.0 19.5 2.4 2.5

37100 10.00 6.00 1.03 52.6 8.6 8.6 0.0 42.1 5.3 5.2

37110 10.00 24.70 0.08 153.5 5.5 5.5 0.0 122.8 15.4 15.3

37120 10.00 99.03 0.00 618.7 0.4 0.4 0.0 495.0 61.9 61.8

37130 10.00 136.35 0.00 1,176.9 0.0 0.0 0.0 941.5 117.7 117.7

37140 10.00 144.98 0.24 1,406.7 1.2 1.2 0.0 1,125.4 140.7 140.6

37150 10.00 79.85 0.55 1,124.2 4.0 2.8 1.2 899.4 112.4 112.4

37160 10.00 9.60 2.59 447.3 15.7 15.7 0.0 357.8 44.7 44.8

37170 10.00 0.00 5.42 48.0 40.0 40.0 0.0 38.4 4.8 4.8

37180 10.00 0.00 25.98 0.0 157.0 157.0 0.0 0.0 0.0 0.0

37182.3 2.30 0.00 26.17 0.0 60.0 60.0 0.0 0.0 0.0 0.0

37200 17.70 13.68 17.50 121.1 386.4 386.4 0.0 96.9 12.1 12.1

37220 20.00 1.74 22.61 154.2 401.1 401.1 0.0 123.4 15.4 15.4

37240 20.00 0.46 0.23 21.9 228.5 228.5 0.0 17.5 2.2 2.2

37250 10.00 2.77 0.00 16.1 1.2 1.2 0.0 12.9 1.6 1.6

37260 10.00 4.81 0.00 37.9 0.0 0.0 0.0 30.3 3.8 3.8

37270 10.00 7.24 0.00 60.2 0.0 0.0 0.0 48.2 6.0 6.0

37280 10.00 14.08 0.00 106.6 0.0 0.0 0.0 85.3 10.7 10.6

37290 10.00 114.46 0.00 642.7 0.0 0.0 0.0 514.2 64.3 64.2

37300 10.00 14.05 0.00 642.5 0.0 0.0 0.0 514.0 64.3 64.2

37310 10.00 67.76 0.00 409.0 0.0 0.0 0.0 327.2 40.9 40.9

37320 10.00 71.30 0.00 695.3 0.0 0.0 0.0 556.2 69.5 69.6

37330 10.00 62.61 0.00 669.6 0.0 0.0 0.0 535.7 67.0 66.9

37340 10.00 43.62 0.00 531.2 0.0 0.0 0.0 425.0 53.1 53.1

Page 7: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

37350 10.00 3.96 0.58 237.9 2.9 2.9 0.0 237.9 0.0 0.0

37360 10.00 0.55 12.43 22.5 65.1 65.1 0.0 22.5 0.0 0.0

37370 10.00 0.00 25.56 2.7 189.9 189.9 0.0 2.7 0.0 0.0

37380 10.00 0.00 11.87 0.0 187.1 187.1 0.0 0.0 0.0 0.0

37390 10.00 0.00 5.87 0.0 88.7 88.7 0.0 0.0 0.0 0.0

37400 10.00 0.00 4.75 0.0 53.1 53.1 0.0 0.0 0.0 0.0

37420 20.00 14.78 1.20 147.8 59.5 59.5 0.0 147.8 0.0 0.0

37440 20.00 43.79 0.08 585.7 12.8 12.8 0.0 527.1 58.6 0.0

37460 20.00 10.83 0.81 546.2 8.9 8.9 0.0 491.6 54.6 0.0

37480 20.00 14.65 0.00 254.8 8.1 8.1 0.0 229.3 25.5 0.0

37500 20.00 8.89 0.02 235.4 0.2 0.2 0.0 211.9 23.5 0.0

37520 20.00 0.21 1.33 91.0 13.5 13.5 0.0 81.9 9.1 0.0

37540 20.00 0.32 1.00 5.3 23.3 4.2 19.1 4.8 0.5 0.0

37560 20.00 38.30 0.00 386.2 10.0 10.0 0.0 347.6 38.6 0.0

37580 20.00 56.47 0.00 947.7 0.0 0.0 0.0 852.9 94.8 0.0

37600 20.00 66.87 0.00 1,233.4 0.0 0.0 0.0 1,110.1 123.3 0.0

37610 10.00 54.92 0.03 609.0 0.2 0.2 0.0 548.1 60.9 0.0

37620 10.00 24.56 0.00 397.4 0.2 0.2 0.0 357.7 39.7 0.0

37630 10.00 18.84 0.00 217.0 0.0 0.0 0.0 195.3 21.7 0.0

37640 10.00 10.60 0.00 147.2 0.0 0.0 0.0 132.5 14.7 0.0

37652 12.00 3.64 0.00 85.4 0.0 0.0 0.0 76.9 8.5 0.0

37660 8.00 2.57 0.15 24.8 0.6 0.6 0.0 22.3 2.5 0.0

37670 10.00 2.23 0.00 24.0 0.7 0.7 0.0 2.4 4.8 16.8

37680 10.00 2.60 0.00 24.2 0.0 0.0 0.0 2.4 4.8 17.0

37690 10.00 2.66 0.85 26.3 4.3 4.3 0.0 2.6 5.3 18.4

37700 10.00 2.66 0.85 26.6 8.5 8.5 0.0 2.7 5.3 18.6

37705 5.00 2.49 0.55 12.9 3.5 3.5 0.0 1.3 2.6 9.0

37710 5.00 3.97 0.61 16.1 2.9 2.9 0.0 1.6 3.2 11.3

37720 10.00 7.45 2.43 57.1 15.2 15.2 0.0 5.7 11.4 40.0

37730 10.00 22.03 1.57 147.4 20.0 20.0 0.0 14.7 29.5 103.2

37740 10.00 29.86 0.04 259.5 8.1 8.1 0.0 26.0 51.9 181.6

37750 10.00 68.33 1.06 491.0 5.5 5.5 0.0 49.1 98.2 343.7

37760 10.00 95.74 0.43 820.4 7.4 7.4 0.0 656.3 164.1 0.0

37770 10.00 85.52 0.00 906.3 2.1 2.1 0.0 725.0 181.3 0.0

37780 10.00 73.34 1.40 794.3 7.0 3.5 3.5 635.4 158.9 0.0

37800 20.00 0.46 4.49 738.0 58.9 58.9 0.0 590.4 147.6 0.0

37812 12.00 0.00 6.87 2.7 68.2 68.2 0.0 2.2 0.5 0.0

37820 8.00 0.00 8.69 0.0 62.2 62.2 0.0 0.0 0.0 0.0

37840 20.00 0.00 25.00 0.0 336.9 336.9 0.0 0.0 0.0 0.0

37845 5.00 0.00 7.04 0.0 80.1 80.1 0.0 0.0 0.0 0.0

37860 15.00 0.00 3.80 0.0 81.3 81.3 0.0 0.0 0.0 0.0

37880 20.00 42.34 0.00 423.4 38.0 38.0 0.0 338.7 84.7 0.0

37900 20.00 14.43 0.00 567.7 0.0 0.0 0.0 454.2 113.5 0.0

37910 10.00 10.75 0.00 125.9 0.0 0.0 0.0 100.7 25.2 0.0

37920 10.00 12.70 0.00 117.2 0.0 0.0 0.0 93.8 23.4 0.0

37930 10.00 13.03 0.00 128.7 0.0 0.0 0.0 103.0 25.7 0.0

37940 10.00 10.07 0.00 115.5 0.0 0.0 0.0 92.4 23.1 0.0

37950 10.00 8.71 0.00 93.9 0.0 0.0 0.0 75.1 18.8 0.0

37960 10.00 9.76 0.00 92.3 0.0 0.0 0.0 73.8 18.5 0.0

37980 20.00 10.55 0.00 203.0 0.0 0.0 0.0 162.4 40.6 0.0

38000 20.00 6.72 0.01 172.7 0.1 0.1 0.0 138.2 34.5 0.0

TOTALES 22,153.0 3,192.2 3,168.4 23.8 17,332.7 2,854.2 1,966.1

KM 038+000 A KM 039+000

38000 6.72 0.01

38010 10.00 3.78 0.00 52.5 0.1 0.1 0.0 42.0 10.5 0.0

38020 10.00 2.57 0.00 31.7 0.0 0.0 0.0 25.4 6.3 0.0

38040 20.00 2.48 0.00 50.5 0.0 0.0 0.0 40.4 10.1 0.0

38060 20.00 7.33 0.00 98.1 0.0 0.0 0.0 78.5 19.6 0.0

38065 5.00 6.07 0.00 33.5 0.0 0.0 0.0 3.4 6.7 23.4

38080 15.00 7.81 0.00 104.1 0.0 0.0 0.0 10.4 20.8 72.9

38085 5.00 7.67 0.01 38.7 0.0 0.0 0.0 3.9 7.7 27.1

38090 5.00 5.35 0.00 32.5 0.0 0.0 0.0 3.3 6.5 22.7

Page 8: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

38095 5.00 4.87 0.00 25.5 0.0 0.0 0.0 2.6 5.1 17.8

38100 5.00 16.39 0.13 53.1 0.3 0.3 0.0 5.3 10.6 37.2

38105 5.00 16.36 0.00 81.9 0.3 0.3 0.0 8.2 16.4 57.3

38110 5.00 21.54 0.00 94.8 0.0 0.0 0.0 9.5 19.0 66.3

38115 5.00 35.74 0.00 143.2 0.0 0.0 0.0 14.3 28.6 100.3

38120 5.00 51.99 0.00 219.3 0.0 0.0 0.0 21.9 43.9 153.5

38130 10.00 75.49 0.00 637.4 0.0 0.0 0.0 63.7 127.5 446.2

38140 10.00 60.32 0.00 679.1 0.0 0.0 0.0 67.9 135.8 475.4

38150 10.00 55.28 0.00 578.0 0.0 0.0 0.0 57.8 115.6 404.6

38160 10.00 50.80 0.00 530.4 0.0 0.0 0.0 53.0 106.1 371.3

38170 10.00 40.81 0.00 458.1 0.0 0.0 0.0 45.8 91.6 320.7

38180 10.00 32.33 0.00 365.7 0.0 0.0 0.0 219.4 109.7 36.6

38190 10.00 20.01 0.00 261.7 0.0 0.0 0.0 157.0 78.5 26.2

38200 10.00 15.41 0.00 177.1 0.0 0.0 0.0 106.3 53.1 17.7

38220 20.00 22.36 0.00 377.7 0.0 0.0 0.0 226.6 113.3 37.8

38240 20.00 25.56 0.00 479.2 0.0 0.0 0.0 431.3 47.9 0.0

38260 20.00 22.31 0.00 478.7 0.0 0.0 0.0 430.8 47.9 0.0

38280 20.00 3.52 0.04 258.3 0.4 0.4 0.0 232.5 25.8 0.0

38285 5.00 2.58 0.28 15.2 0.8 0.8 0.0 13.7 1.5 0.0

38290 5.00 2.78 7.86 13.4 20.4 10.7 9.7 12.1 1.3 0.0

38295 5.00 2.62 1.84 13.5 24.3 10.8 13.5 12.2 1.4 -0.1

38300 5.00 4.26 2.27 17.2 10.3 10.3 0.0 15.5 1.7 0.0

38310 10.00 7.28 0.00 57.7 11.4 11.4 0.0 51.9 5.8 0.0

38320 10.00 7.79 0.00 75.3 0.0 0.0 0.0 67.8 7.5 0.0

38330 10.00 9.04 0.00 84.1 0.0 0.0 0.0 75.7 8.4 0.0

38340 10.00 9.66 6.22 93.5 31.1 31.1 0.0 84.2 9.4 0.0

38350 10.00 13.04 0.00 113.5 31.1 31.1 0.0 102.2 11.4 0.0

38360 10.00 13.55 0.00 132.9 0.0 0.0 0.0 119.6 13.3 0.0

38380 20.00 34.89 0.00 484.3 0.0 0.0 0.0 435.9 48.4 0.0

38400 20.00 78.03 0.00 1,129.2 0.0 0.0 0.0 1,016.3 112.9 0.0

38420 20.00 87.58 0.00 1,656.1 0.0 0.0 0.0 1,490.5 165.6 0.0

38440 20.00 73.04 0.00 1,606.2 0.0 0.0 0.0 1,445.6 160.6 0.0

38460 20.00 47.92 0.00 1,209.6 0.0 0.0 0.0 1,088.6 121.0 0.0

38480 20.00 18.71 0.00 666.3 0.0 0.0 0.0 599.7 66.6 0.0

38490 10.00 13.23 0.00 159.7 0.0 0.0 0.0 143.7 16.0 0.0

38500 10.00 9.20 0.00 112.2 0.0 0.0 0.0 101.0 11.2 0.0

38510 10.00 6.22 0.00 77.1 0.0 0.0 0.0 69.4 7.7 0.0

38520 10.00 2.69 8.19 44.5 40.9 40.9 0.0 40.1 4.5 0.0

38530 10.00 1.16 34.45 19.2 213.2 213.2 0.0 17.3 1.9 0.0

38536 6.00 2.24 33.70 10.2 204.5 204.5 0.0 9.2 1.0 0.0

38540 4.00 0.63 70.45 5.7 208.3 208.3 0.0 5.1 0.6 0.0

38550 10.00 0.22 62.25 4.3 663.5 663.5 0.0 3.9 0.4 0.0

38560 10.00 0.36 4.06 2.9 331.6 331.6 0.0 2.6 0.3 0.0

38565 5.00 0.64 0.02 2.5 10.2 10.2 0.0 2.3 0.3 -0.1

38570 5.00 0.58 0.53 3.0 1.4 1.4 0.0 2.7 0.3 0.0

38580 10.00 0.63 1.17 6.1 8.5 8.5 0.0 5.5 0.6 0.0

38585 5.00 0.07 1.20 1.8 5.9 5.9 0.0 1.6 0.2 0.0

38600 15.00 3.00 0.06 23.0 9.5 9.5 0.0 20.7 2.3 0.0

38620 20.00 6.72 0.00 97.2 0.6 0.6 0.0 87.5 9.7 0.0

38640 20.00 5.68 0.00 123.9 0.0 0.0 0.0 111.5 12.4 0.0

38660 20.00 8.85 0.00 145.3 0.0 0.0 0.0 130.8 14.5 0.0

38680 20.00 19.58 0.00 284.4 0.0 0.0 0.0 256.0 28.4 0.0

38700 20.00 6.99 0.00 265.7 0.0 0.0 0.0 239.1 26.6 0.0

38720 20.00 1.04 0.04 80.2 0.4 0.4 0.0 72.2 8.0 0.0

38740 20.00 2.36 0.00 34.0 0.4 0.4 0.0 30.6 3.4 0.0

38750 10.00 2.94 0.00 26.5 0.0 0.0 0.0 23.9 2.7 0.0

38760 10.00 1.11 0.25 20.2 1.3 1.3 0.0 18.2 2.0 0.0

38770 10.00 1.17 0.15 11.4 2.0 2.0 0.0 10.3 1.1 0.0

38780 10.00 2.79 0.01 19.8 0.8 0.8 0.0 17.8 2.0 0.0

38790 10.00 2.14 0.00 24.7 0.0 0.0 0.0 22.2 2.5 0.0

38800 10.00 59.61 0.00 308.8 0.0 0.0 0.0 277.9 30.9 0.0

38810 10.00 99.65 0.00 796.3 0.0 0.0 0.0 716.7 79.6 0.0

Page 9: EXPLANACIONES

9/74

METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

38820 10.00 87.01 0.00 933.3 0.0 0.0 0.0 840.0 93.3 0.0

38830 10.00 10.40 0.00 487.0 0.0 0.0 0.0 438.3 48.7 0.0

38840 10.00 2.53 0.01 64.6 0.0 0.0 0.0 58.1 6.5 0.0

38860 20.00 5.78 0.00 83.1 0.1 0.1 0.0 74.8 8.3 0.0

38880 20.00 11.73 0.00 175.1 0.0 0.0 0.0 157.6 17.5 0.0

38890 10.00 15.44 0.00 135.9 0.0 0.0 0.0 122.3 13.6 0.0

38900 10.00 16.32 0.00 158.8 0.0 0.0 0.0 142.9 15.9 0.0

38910 10.00 15.41 0.00 158.7 0.0 0.0 0.0 142.8 15.9 0.0

38920 10.00 21.81 0.00 186.1 0.0 0.0 0.0 167.5 18.6 0.0

38930 10.00 19.99 0.00 209.0 0.0 0.0 0.0 188.1 20.9 0.0

38940 10.00 22.92 0.00 214.5 0.0 0.0 0.0 193.1 21.5 0.0

38960 20.00 20.34 0.00 432.5 0.0 0.0 0.0 389.3 43.3 0.0

38980 20.00 4.92 0.00 252.6 0.0 0.0 0.0 227.3 25.3 0.0

39000 20.00 10.88 0.00 158.0 0.0 0.0 0.0 142.2 15.8 0.0

TOTALES 20,016.1 1,833.5 1,810.3 23.2 14,674.5 2,626.8 2,714.8

KM 039+000 A KM 040+000

39000 10.88 0.00

39020 20.00 1.28 13.81 121.6 138.1 138.1 0.0 109.4 12.2 0.0

39023 3.00 0.00 20.19 1.9 51.0 51.0 0.0 1.7 0.2 0.0

39030 7.00 0.00 2.79 0.0 80.4 80.4 0.0 0.0 0.0 0.0

39040 10.00 0.37 2.35 1.8 25.7 25.7 0.0 1.6 0.2 0.0

39045 5.00 1.08 4.95 3.6 18.3 18.3 0.0 3.2 0.4 0.0

39050 5.00 2.32 2.70 8.5 19.1 19.1 0.0 7.7 0.9 0.0

39060 10.00 0.92 32.85 16.2 177.8 177.8 0.0 14.6 1.6 0.0

39070 10.00 1.66 3.61 12.9 182.3 182.3 0.0 11.6 1.3 0.0

39080 10.00 2.49 0.00 20.8 18.0 18.0 0.0 18.7 2.1 0.0

39090 10.00 3.39 0.00 29.4 0.0 0.0 0.0 26.5 2.9 0.0

39100 10.00 4.58 0.00 39.9 0.0 0.0 0.0 35.9 4.0 0.0

39120 20.00 3.57 2.38 81.6 23.8 23.8 0.0 73.4 8.2 0.0

39140 20.00 16.66 0.00 202.3 23.8 23.8 0.0 182.1 20.2 0.0

39160 20.00 12.32 0.00 289.8 0.0 0.0 0.0 260.8 29.0 0.0

39180 20.00 0.31 22.41 126.3 224.1 224.1 0.0 113.7 12.6 0.0

39190 10.00 0.12 42.45 2.1 324.3 324.3 0.0 1.9 0.2 0.0

39200 10.00 0.51 12.82 3.2 276.3 27.6 248.7 2.9 0.3 0.0

39220 20.00 8.67 0.00 91.8 128.2 73.4 54.8 82.6 9.2 0.0

39230 10.00 40.64 0.00 246.6 0.0 0.0 0.0 221.9 24.7 0.0

39240 10.00 29.12 0.00 348.8 0.0 0.0 0.0 313.9 34.9 0.0

39250 10.00 32.17 0.00 306.5 0.0 0.0 0.0 275.9 30.7 -0.1

39260 10.00 21.36 0.00 267.7 0.0 0.0 0.0 240.9 26.8 0.0

39270 10.00 15.54 0.00 184.5 0.0 0.0 0.0 166.1 18.5 -0.1

39280 10.00 16.67 0.00 161.0 0.0 0.0 0.0 144.9 16.1 0.0

39290 10.00 14.74 0.00 157.0 0.0 0.0 0.0 141.3 15.7 0.0

39300 10.00 13.21 0.00 139.7 0.0 0.0 0.0 125.7 14.0 0.0

39310 10.00 12.34 0.00 127.7 0.0 0.0 0.0 114.9 12.8 0.0

39320 10.00 9.47 0.09 109.1 0.4 0.4 0.0 98.2 10.9 0.0

39340 20.00 4.18 1.35 136.5 14.4 14.4 0.0 122.9 13.7 -0.1

39360 20.00 4.30 0.00 84.8 13.5 13.5 0.0 76.3 8.5 0.0

39380 20.00 2.98 0.00 72.8 0.0 0.0 0.0 65.5 7.3 0.0

39400 20.00 0.80 0.01 37.8 0.1 0.1 0.0 34.0 3.8 0.0

39420 20.00 0.01 1.40 8.1 14.0 14.0 0.0 7.3 0.8 0.0

39440 20.00 0.02 2.12 0.3 35.2 35.2 0.0 0.3 0.0 0.0

39450 10.00 0.36 0.99 1.9 15.6 15.6 0.0 1.7 0.2 0.0

39460 10.00 14.80 0.73 75.8 8.6 8.6 0.0 68.2 7.6 0.0

39470 10.00 1.77 1.48 82.8 11.0 11.0 0.0 74.5 8.3 0.0

39480 10.00 0.50 17.82 11.3 96.5 96.5 0.0 10.2 1.1 0.0

39490 10.00 0.24 3.14 3.7 104.8 21.0 83.8 3.3 0.4 0.0

39500 10.00 13.59 0.00 69.1 15.7 15.7 0.0 62.2 6.9 0.0

39525.79 25.79 2.39 0.00 206.0 0.0 0.0 0.0 185.4 20.6 0.0

39520 2.39 0.00 0.0 0.0

39540 20.00 5.19 0.00 75.8 0.0 0.0 0.0 68.2 7.6 0.0

39560 20.00 16.50 0.00 216.9 0.0 0.0 0.0 195.2 21.7 0.0

39570 10.00 14.18 0.00 153.4 0.0 0.0 0.0 138.1 15.3 0.0

Page 10: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

39580 10.00 23.04 0.00 186.1 0.0 0.0 0.0 167.5 18.6 0.0

39600 20.00 37.38 0.00 604.2 0.0 0.0 0.0 543.8 60.4 0.0

39610 10.00 20.17 0.00 287.7 0.0 0.0 0.0 258.9 28.8 0.0

39620 10.00 20.23 0.00 202.0 0.0 0.0 0.0 181.8 20.2 0.0

39640 20.00 13.22 0.00 334.5 0.0 0.0 0.0 301.1 33.5 -0.1

39650 10.00 12.93 0.00 130.7 0.0 0.0 0.0 117.6 13.1 0.0

39660 10.00 15.55 0.00 142.4 0.0 0.0 0.0 128.2 14.2 0.0

39670 10.00 18.62 0.00 170.8 0.0 0.0 0.0 153.7 17.1 0.0

39680 10.00 30.02 0.00 243.2 0.0 0.0 0.0 218.9 24.3 0.0

39690 10.00 26.82 0.00 284.2 0.0 0.0 0.0 255.8 28.4 0.0

39700 10.00 28.11 0.00 274.6 0.0 0.0 0.0 247.1 27.5 0.0

39710 10.00 27.61 0.00 278.6 0.0 0.0 0.0 250.7 27.9 0.0

39720 10.00 28.95 0.00 282.8 0.0 0.0 0.0 254.5 28.3 0.0

39740 20.00 14.16 0.00 431.0 0.0 0.0 0.0 387.9 43.1 0.0

39760 20.00 0.50 0.83 146.6 8.3 8.3 0.0 131.9 14.7 0.0

39768 8.00 0.01 1.56 2.0 9.5 1.6 7.9 1.8 0.2 0.0

39780 12.00 0.00 3.94 0.0 32.9 32.9 0.0 0.0 0.0 0.0

39787 7.00 0.00 4.45 0.0 29.4 29.4 0.0 0.0 0.0 0.0

39790 3.00 0.00 4.59 0.0 13.6 13.6 0.0 0.0 0.0 0.0

39800 10.00 0.00 4.00 0.0 43.0 43.0 0.0 0.0 0.0 0.0

39805 5.00 0.00 4.65 0.0 21.6 21.6 0.0 0.0 0.0 0.0

39810 5.00 0.00 5.54 0.0 25.5 25.5 0.0 0.0 0.0 0.0

39820 10.00 0.00 3.11 0.0 43.2 43.2 0.0 0.0 0.0 0.0

39830 10.00 0.07 1.71 0.4 24.1 24.1 0.0 0.4 0.0 0.0

39840 10.00 0.60 0.95 3.4 13.3 13.3 0.0 3.1 0.3 0.0

39850 10.00 1.09 1.32 8.5 11.4 11.4 0.0 7.7 0.9 -0.1

39860 10.00 0.98 2.31 10.4 18.1 18.1 0.0 9.4 1.0 0.0

39880 20.00 34.54 0.00 355.3 23.1 23.1 0.0 319.8 35.5 0.0

39900 20.00 23.57 0.00 581.1 0.0 0.0 0.0 523.0 58.1 0.0

39920 20.00 12.45 0.00 360.2 0.0 0.0 0.0 324.2 36.0 0.0

39940 20.00 32.15 0.00 446.0 0.0 0.0 0.0 401.4 44.6 0.0

39960 20.00 10.76 0.00 429.2 0.0 0.0 0.0 386.3 42.9 0.0

39980 20.00 4.56 0.01 153.3 0.1 0.1 0.0 138.0 15.3 0.0

40000 20.00 14.62 0.00 191.8 0.1 0.1 0.0 172.6 19.2 0.0

TOTALES 10,880.3 2,358.2 1,963.0 395.2 9,792.4 1,088.4 -0.5

KM 040+000 A KM 041+000

40000 14.62 0.00

40020 20.00 119.82 0.00 1,344.4 0.0 0.0 0.0 1,210.0 134.4 0.0

40040 20.00 9.70 0.00 1,295.2 0.0 0.0 0.0 1,165.7 129.5 0.0

40060 20.00 3.72 0.02 134.2 0.2 0.2 0.0 120.8 13.4 0.0

40080 20.00 13.01 0.19 167.3 2.1 2.1 0.0 150.6 16.7 0.0

40100 20.00 19.86 0.00 328.6 1.9 1.9 0.0 295.7 32.9 0.0

40120 20.00 21.25 0.00 411.0 0.0 0.0 0.0 287.7 82.2 41.1

40140 20.00 12.64 0.00 338.8 0.0 0.0 0.0 237.2 67.8 33.8

40160 20.00 9.11 0.00 217.4 0.0 0.0 0.0 21.7 43.5 152.2

40170 10.00 8.05 0.00 85.8 0.0 0.0 0.0 8.6 17.2 60.0

40180 10.00 5.79 0.00 69.2 0.0 0.0 0.0 6.9 13.8 48.5

40190 10.00 2.04 0.13 39.2 0.7 0.7 0.0 31.4 7.8 0.0

40200 10.00 1.11 0.10 15.8 1.2 1.2 0.0 12.6 3.2 0.0

40210 10.00 7.80 0.00 44.5 0.5 0.5 0.0 35.6 8.9 0.0

40220 10.00 16.79 0.00 122.9 0.0 0.0 0.0 98.3 24.6 0.0

40240 20.00 27.60 0.02 443.9 0.2 0.2 0.0 355.1 88.8 0.0

40260 20.00 9.68 0.07 372.8 0.8 0.8 0.0 298.2 74.6 0.0

40280 20.00 0.00 2.69 96.8 27.6 27.6 0.0 77.4 19.4 0.0

40287 7.00 0.00 54.63 0.0 200.6 200.6 0.0 0.0 0.0 0.0

40290 3.00 0.00 4.90 0.0 89.3 89.3 0.0 0.0 0.0 0.0

40300 10.00 0.00 5.66 0.0 52.8 52.8 0.0 0.0 0.0 0.0

40310 10.00 0.11 5.37 0.6 55.2 55.2 0.0 0.5 0.1 0.0

40320 10.00 0.00 5.14 0.6 52.6 52.6 0.0 0.5 0.1 0.0

40330 10.00 0.03 4.86 0.2 50.0 50.0 0.0 0.2 0.0 0.0

40332 2.00 0.03 4.27 0.1 9.1 9.1 0.0 0.1 0.0 0.0

40340 8.00 26.66 5.03 106.8 37.2 37.2 0.0 85.4 21.4 0.0

Page 11: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

40360 20.00 5.43 3.01 320.9 80.4 80.4 0.0 256.7 64.2 0.0

40370 10.00 2.13 3.75 37.8 33.8 33.8 0.0 30.2 7.6 0.0

40380 10.00 0.00 4.92 10.7 43.4 43.4 0.0 8.6 2.1 0.0

40390 10.00 0.43 1.39 2.1 31.5 31.5 0.0 1.7 0.4 0.0

40400 10.00 1.61 0.00 10.2 7.0 7.0 0.0 8.2 2.0 0.0

40420 20.00 5.00 0.00 66.0 0.0 0.0 0.0 52.8 13.2 0.0

40440 20.00 7.69 0.00 126.9 0.0 0.0 0.0 101.5 25.4 0.0

40460 20.00 14.03 0.00 217.2 0.0 0.0 0.0 173.8 43.4 0.0

40480 20.00 11.57 0.00 256.0 0.0 0.0 0.0 204.8 51.2 0.0

40500 20.00 18.91 0.00 304.8 0.0 0.0 0.0 243.8 61.0 0.0

40520 20.00 9.96 0.00 288.7 0.0 0.0 0.0 231.0 57.7 0.0

40527 7.00 8.31 0.00 63.9 0.0 0.0 0.0 57.5 6.4 0.0

40530 3.00 7.64 0.00 23.9 0.0 0.0 0.0 21.5 2.4 0.0

40540 10.00 6.75 0.04 71.9 0.2 0.2 0.0 64.7 7.2 0.0

40550 10.00 7.01 0.07 68.8 0.6 0.6 0.0 61.9 6.9 0.0

40555 5.00 5.28 6.62 30.7 16.7 16.7 0.0 27.6 3.1 0.0

40560 5.00 5.80 6.32 27.7 32.3 22.2 10.1 24.9 2.8 0.0

40570 10.00 13.95 0.00 98.8 31.6 31.6 0.0 88.9 9.9 0.0

40580 10.00 13.81 0.00 138.8 0.0 0.0 0.0 124.9 13.9 0.0

40600 20.00 19.86 0.00 336.7 0.0 0.0 0.0 303.0 33.7 0.0

40620 20.00 15.83 0.00 356.9 0.0 0.0 0.0 321.2 35.7 0.0

40640 20.00 15.78 0.00 316.1 0.0 0.0 0.0 284.5 31.6 0.0

40660 20.00 4.71 0.00 204.9 0.0 0.0 0.0 184.4 20.5 0.0

40680 20.00 5.26 0.00 99.7 0.0 0.0 0.0 89.7 10.0 0.0

40700 20.00 10.71 0.00 159.7 0.0 0.0 0.0 63.9 31.9 63.9

40720 20.00 16.24 0.00 269.5 0.0 0.0 0.0 107.8 53.9 107.8

40730 10.00 16.21 0.00 162.3 0.0 0.0 0.0 64.9 32.5 64.9

40740 10.00 18.22 0.00 172.1 0.0 0.0 0.0 68.8 34.4 68.9

40750 10.00 23.75 0.00 209.8 0.0 0.0 0.0 83.9 42.0 83.9

40760 10.00 6.92 0.00 153.4 0.0 0.0 0.0 61.4 30.7 61.3

40762 2.00 6.46 0.00 13.4 0.0 0.0 0.0 5.4 2.7 5.3

40767 5.00 6.10 0.00 31.4 0.0 0.0 0.0 12.6 6.3 12.5

40770 3.00 5.92 0.00 18.0 0.0 0.0 0.0 7.2 3.6 7.2

40775 5.00 9.34 0.00 38.2 0.0 0.0 0.0 15.3 7.6 15.3

40780 5.00 21.67 0.00 77.5 0.0 0.0 0.0 31.0 15.5 31.0

40790 10.00 24.12 0.00 228.9 0.0 0.0 0.0 91.6 45.8 91.5

40800 10.00 19.46 0.63 217.9 3.2 3.2 0.0 87.2 43.6 87.1

40810 10.00 34.63 0.54 270.4 5.9 5.9 0.0 108.2 54.1 108.1

40820 10.00 31.58 1.67 331.0 11.0 11.0 0.0 132.4 66.2 132.4

40830 10.00 34.41 4.01 329.9 28.4 28.4 0.0 132.0 66.0 131.9

40840 10.00 33.39 2.72 339.0 33.7 33.7 0.0 135.6 67.8 135.6

40850 10.00 26.06 0.54 297.2 16.3 16.3 0.0 118.9 59.4 118.9

40860 10.00 16.83 3.38 214.4 19.6 19.6 0.0 85.8 42.9 85.7

40870 10.00 12.53 2.09 146.8 27.4 27.4 0.0 58.7 29.4 58.7

40880 10.00 27.90 0.72 202.1 14.0 14.0 0.0 80.8 40.4 80.9

40890 10.00 18.82 0.00 233.6 3.6 3.6 0.0 210.2 23.4 0.0

40900 10.00 34.33 0.00 265.8 0.0 0.0 0.0 239.2 26.6 0.0

40910 10.00 67.39 0.00 508.6 0.0 0.0 0.0 457.7 50.9 0.0

40920 10.00 36.89 0.00 521.4 0.0 0.0 0.0 469.3 52.1 0.0

40940 20.00 57.15 0.00 940.4 0.0 0.0 0.0 846.4 94.0 0.0

40960 20.00 33.28 0.00 904.3 0.0 0.0 0.0 813.9 90.4 0.0

40980 20.00 45.08 0.00 783.6 0.0 0.0 0.0 705.2 78.4 0.0

41000 20.00 55.73 0.00 1,008.1 0.0 0.0 0.0 907.3 100.8 0.0

TOTALES 18,164.9 1,022.6 1,012.5 10.1 13,670.6 2,605.9 1,888.4

KM 041+000 A KM 042+000

41000 55.73 0.00

41020 20.00 35.29 0.00 910.2 0.0 0.0 0.0 819.2 91.0 0.0

41040 20.00 8.32 0.00 436.1 0.0 0.0 0.0 392.5 43.6 0.0

41060 20.00 7.91 0.00 162.3 0.0 0.0 0.0 146.1 16.2 0.0

41080 20.00 3.78 0.00 116.8 0.0 0.0 0.0 105.1 11.7 0.0

41100 20.00 0.00 12.12 37.8 121.2 121.2 0.0 34.0 3.8 0.0

41120 20.00 0.00 22.98 0.0 351.0 351.0 0.0 0.0 0.0 0.0

Page 12: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

41140 20.00 0.00 18.33 0.0 413.1 309.8 103.3 0.0 0.0 0.0

41160 20.00 0.46 9.75 4.6 280.8 3.7 277.1 4.1 0.5 0.0

41180 20.00 3.68 5.13 41.5 148.9 33.2 115.7 37.4 4.2 0.0

41200 20.00 1.07 3.17 47.5 83.1 38.0 45.1 42.8 4.8 0.0

41220 20.00 15.42 0.00 164.9 31.7 31.7 0.0 148.4 16.5 0.0

41240 20.00 19.26 0.00 346.8 0.0 0.0 0.0 312.1 34.7 0.0

41260 20.00 14.83 0.00 340.9 0.0 0.0 0.0 306.8 34.1 0.0

41276 16.00 12.00 0.00 214.6 0.0 0.0 0.0 193.1 21.5 0.0

41280 4.00 15.89 0.00 55.8 0.0 0.0 0.0 50.2 5.6 0.0

41290 10.00 12.18 0.00 140.4 0.0 0.0 0.0 126.4 14.0 0.0

41300 10.00 24.80 0.36 184.9 1.8 1.8 0.0 166.4 18.5 0.0

41305 5.00 31.08 0.00 139.7 0.9 0.9 0.0 125.7 14.0 0.0

41310 5.00 59.81 0.00 227.2 0.0 0.0 0.0 204.5 22.7 0.0

41320 10.00 49.28 0.00 545.5 0.0 0.0 0.0 491.0 54.6 -0.1

41330 10.00 67.18 0.00 582.3 0.0 0.0 0.0 524.1 58.2 0.0

41340 10.00 19.22 0.00 432.0 0.0 0.0 0.0 388.8 43.2 0.0

41360 20.00 19.52 0.00 387.4 0.0 0.0 0.0 348.7 38.7 0.0

41380 20.00 18.66 0.00 381.8 0.0 0.0 0.0 343.6 38.2 0.0

41400 20.00 16.20 0.00 348.7 0.0 0.0 0.0 313.8 34.9 0.0

41420 20.00 5.44 0.00 216.4 0.0 0.0 0.0 194.8 21.6 0.0

41430 10.00 5.16 0.00 53.0 0.0 0.0 0.0 47.7 5.3 0.0

41440 10.00 4.48 0.00 48.2 0.0 0.0 0.0 43.4 4.8 0.0

41450 10.00 0.28 0.29 23.8 1.4 1.4 0.0 21.4 2.4 0.0

41460 10.00 0.01 2.75 1.4 15.2 15.2 0.0 1.3 0.1 0.0

41470 10.00 0.07 2.94 0.4 28.4 28.4 0.0 0.4 0.0 0.0

41476 6.00 0.32 2.79 1.2 17.2 17.2 0.0 1.1 0.1 0.0

41480 4.00 0.14 4.27 0.9 14.1 14.1 0.0 0.8 0.1 0.0

41485 5.00 0.00 4.85 0.4 22.8 22.8 0.0 0.4 0.0 0.0

41490 5.00 0.00 5.14 0.0 25.0 25.0 0.0 0.0 0.0 0.0

41500 10.00 0.31 2.95 1.5 40.4 40.4 0.0 1.4 0.2 -0.1

41510 10.00 20.04 0.09 101.7 15.2 15.2 0.0 91.5 10.2 0.0

41520 10.00 19.84 1.76 199.4 9.2 9.2 0.0 179.5 19.9 0.0

41530 10.00 33.55 0.00 267.0 8.8 8.8 0.0 240.3 26.7 0.0

41540 10.00 34.66 1.31 341.1 6.6 6.6 0.0 307.0 34.1 0.0

41560 20.00 34.37 0.00 690.3 13.1 13.1 0.0 621.3 69.0 0.0

41580 20.00 74.80 0.00 1,091.7 0.0 0.0 0.0 982.5 109.2 0.0

41600 20.00 14.82 0.00 896.2 0.0 0.0 0.0 806.6 89.6 0.0

41620 20.00 9.61 0.00 244.3 0.0 0.0 0.0 219.9 24.4 0.0

41640 20.00 6.55 0.00 161.6 0.0 0.0 0.0 145.4 16.2 0.0

41660 20.00 4.14 0.00 106.9 0.0 0.0 0.0 96.2 10.7 0.0

41680 20.00 5.60 0.00 97.4 0.0 0.0 0.0 87.7 9.7 0.0

41700 20.00 7.71 0.00 133.1 0.0 0.0 0.0 119.8 13.3 0.0

41720 20.00 7.04 0.00 147.5 0.0 0.0 0.0 132.8 14.8 -0.1

41730 10.00 7.41 0.00 72.2 0.0 0.0 0.0 65.0 7.2 0.0

41740 10.00 5.57 0.00 64.9 0.0 0.0 0.0 58.4 6.5 0.0

41750 10.00 6.63 0.00 61.0 0.0 0.0 0.0 54.9 6.1 0.0

41760 10.00 7.22 0.00 69.3 0.0 0.0 0.0 62.4 6.9 0.0

41780 20.00 9.31 0.00 165.4 0.0 0.0 0.0 148.9 16.5 0.0

41790 10.00 11.25 0.00 102.8 0.0 0.0 0.0 92.5 10.3 0.0

41800 10.00 11.07 0.00 111.6 0.0 0.0 0.0 33.5 11.2 66.9

41820 20.00 7.77 0.00 188.4 0.0 0.0 0.0 56.5 18.8 113.1

41840 20.00 14.60 0.00 223.7 0.0 0.0 0.0 67.1 22.4 134.2

41860 20.00 11.98 0.00 265.7 0.0 0.0 0.0 79.7 26.6 159.4

41880 20.00 29.37 0.00 413.5 0.0 0.0 0.0 124.1 41.4 248.0

41900 20.00 24.00 0.00 533.7 0.0 0.0 0.0 160.1 53.4 320.2

41920 20.00 14.94 0.00 389.4 0.0 0.0 0.0 116.8 38.9 233.7

41940 20.00 20.85 0.00 358.0 0.0 0.0 0.0 107.4 35.8 214.8

41960 20.00 27.93 0.00 487.8 0.0 0.0 0.0 439.0 48.8 0.0

41980 20.00 10.63 0.01 385.6 0.1 0.1 0.0 347.0 38.6 0.0

42000 20.00 13.07 0.00 237.0 0.1 0.1 0.0 213.3 23.7 0.0

TOTALES 15,205.1 1,650.1 1,108.9 541.2 12,194.5 1,520.6 1,490.0

KM 042+000 A KM 043+000

Page 13: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

42000 13.07 0.00

42020 20.00 19.80 0.01 328.6 0.1 0.1 0.0 295.7 32.9 0.0

42030 10.00 25.79 0.00 227.9 0.0 0.0 0.0 205.1 22.8 0.0

42040 10.00 23.58 0.00 246.8 0.0 0.0 0.0 222.1 24.7 0.0

42050 10.00 28.74 0.24 261.6 1.2 1.2 0.0 235.4 26.2 0.0

42060 10.00 40.40 0.00 345.7 1.2 1.2 0.0 311.1 34.6 0.0

42070 10.00 96.46 2.52 684.3 12.6 12.6 0.0 615.9 68.4 0.0

42080 10.00 129.01 0.00 1,127.4 12.6 12.6 0.0 1,014.7 112.7 0.0

42090 10.00 181.29 0.00 1,551.5 0.0 0.0 0.0 1,396.4 155.2 -0.1

42100 10.00 186.80 0.00 1,840.5 0.0 0.0 0.0 1,656.5 184.1 -0.1

42110 10.00 180.06 0.00 1,834.3 0.0 0.0 0.0 1,650.9 183.4 0.0

42120 10.00 123.30 0.00 1,516.8 0.0 0.0 0.0 1,365.1 151.7 0.0

42130 10.00 58.77 0.00 910.3 0.0 0.0 0.0 819.3 91.0 0.0

42140 10.00 39.99 0.00 493.8 0.0 0.0 0.0 444.4 49.4 0.0

42150 10.00 26.53 0.00 332.6 0.0 0.0 0.0 299.3 33.3 0.0

42160 10.00 12.55 0.00 195.4 0.0 0.0 0.0 175.9 19.5 0.0

42180 20.00 2.13 0.72 146.8 7.2 7.2 0.0 132.1 14.7 0.0

42200 20.00 3.14 0.03 52.7 7.5 7.5 0.0 47.4 5.3 0.0

42218 18.00 15.81 24.63 170.6 221.9 136.5 85.4 153.5 17.1 0.0

42220 2.00 8.59 20.87 24.4 45.5 19.5 26.0 22.0 2.4 0.0

42240 20.00 76.65 0.00 852.4 208.7 208.7 0.0 767.2 85.2 0.0

42260 20.00 55.75 0.00 1,324.0 0.0 0.0 0.0 1,191.6 132.4 0.0

42280 20.00 11.31 0.00 670.6 0.0 0.0 0.0 603.5 67.1 0.0

42290 10.00 4.14 2.74 77.2 13.7 13.7 0.0 69.5 7.7 0.0

42293 3.00 4.57 14.96 13.1 26.5 10.5 16.0 11.8 1.3 0.0

42300 7.00 10.36 0.00 52.2 52.4 41.8 10.6 47.0 5.2 0.0

42310 10.00 17.04 0.00 137.0 0.0 0.0 0.0 27.4 13.7 95.9

42320 10.00 34.06 0.00 255.5 0.0 0.0 0.0 51.1 25.6 178.8

42330 10.00 76.25 0.00 551.6 0.0 0.0 0.0 110.3 55.2 386.1

42340 10.00 82.04 1.04 791.5 5.2 5.2 0.0 158.3 79.2 554.0

42350 10.00 91.79 0.00 869.1 5.2 5.2 0.0 173.8 86.9 608.4

42360 10.00 93.42 0.00 926.0 0.0 0.0 0.0 185.2 92.6 648.2

42370 10.00 73.18 0.06 833.0 0.3 0.3 0.0 166.6 83.3 583.1

42380 10.00 61.06 0.00 671.2 0.3 0.3 0.0 134.2 67.1 469.9

42390 10.00 52.23 0.00 566.5 0.0 0.0 0.0 113.3 56.7 396.5

42400 10.00 40.47 1.98 463.5 9.9 9.9 0.0 92.7 46.4 324.4

42410 10.00 26.49 1.69 334.8 18.3 18.3 0.0 67.0 33.5 234.3

42420 10.00 13.41 0.01 199.5 8.5 8.5 0.0 39.9 20.0 139.6

42430 10.00 1.80 3.13 76.0 15.7 15.7 0.0 76.0 0.0 0.0

42440 10.00 0.00 6.20 9.0 46.7 46.7 0.0 9.0 0.0 0.0

42450 10.00 0.00 6.59 0.0 63.9 63.9 0.0 0.0 0.0 0.0

42460 10.00 0.00 8.05 0.0 73.2 73.2 0.0 0.0 0.0 0.0

42480 20.00 0.00 34.37 0.0 424.2 424.2 0.0 0.0 0.0 0.0

42482.5 2.50 0.00 36.51 0.0 88.6 88.6 0.0 0.0 0.0 0.0

42500 17.50 0.00 4.84 0.0 361.8 361.8 0.0 0.0 0.0 0.0

42520 20.00 20.96 0.16 209.6 50.0 50.0 0.0 125.8 62.9 20.9

42540 20.00 3.22 0.00 241.9 1.6 1.6 0.0 145.1 72.6 24.2

42560 20.00 20.03 0.00 232.5 0.0 0.0 0.0 139.5 69.8 23.2

42580 20.00 29.94 0.00 499.6 0.0 0.0 0.0 299.8 149.9 49.9

42600 20.00 6.79 0.00 367.3 0.0 0.0 0.0 220.4 110.2 36.7

42620 20.00 0.00 4.96 67.9 49.6 49.6 0.0 67.9 0.0 0.0

42640 20.00 0.01 2.35 0.1 73.1 73.1 0.0 0.1 0.0 0.0

42660 20.00 0.00 1.82 0.1 41.8 41.8 0.0 0.1 0.0 0.0

42680 20.00 0.24 0.25 2.4 20.8 20.8 0.0 2.4 0.0 0.0

42700 20.00 2.54 0.00 27.9 2.5 2.5 0.0 27.9 0.0 0.0

42720 20.00 3.33 0.00 58.7 0.0 0.0 0.0 58.7 0.0 0.0

42740 20.00 4.58 0.00 79.0 0.0 0.0 0.0 79.0 0.0 0.0

42760 20.00 4.04 0.30 86.2 3.0 0.9 2.1 86.2 0.0 0.0

42780 20.00 4.68 1.40 87.2 17.0 17.0 0.0 87.2 0.0 0.0

42800 20.00 1.44 5.31 61.2 67.1 67.1 0.0 61.2 0.0 0.0

42820 20.00 2.47 3.41 39.1 87.2 87.2 0.0 39.1 0.0 0.0

42840 20.00 6.31 1.16 87.8 45.7 45.7 0.0 87.8 0.0 0.0

Page 14: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

42850 10.00 11.33 0.64 88.2 9.0 9.0 0.0 88.2 0.0 0.0

42860 10.00 9.43 0.37 103.8 5.1 5.1 0.0 103.8 0.0 0.0

42870 10.00 9.64 0.24 95.4 3.1 3.1 0.0 95.4 0.0 0.0

42880 10.00 7.24 0.99 84.4 6.2 6.2 0.0 84.4 0.0 0.0

42900 20.00 4.84 1.67 120.8 26.6 26.6 0.0 120.8 0.0 0.0

42920 20.00 5.40 1.49 102.4 31.6 31.6 0.0 102.4 0.0 0.0

42940 20.00 7.52 0.00 129.2 14.9 14.9 0.0 129.2 0.0 0.0

42960 20.00 7.15 0.40 146.7 4.0 4.0 0.0 146.7 0.0 0.0

42980 20.00 7.52 0.62 146.7 10.2 10.2 0.0 146.7 0.0 0.0

43000 20.00 11.21 1.24 187.3 18.6 18.6 0.0 187.3 0.0 0.0

TOTALES 25,319.1 2,321.6 2,181.4 140.2 17,891.3 2,653.9 4,773.9

KM 043+000 A KM 044+000

43000 11.21 1.24

43020 20.00 20.95 0.00 321.6 12.4 12.4 0.0 321.6 0.0 0.0

43031.84 11.84 24.91 0.00 271.5 0.0 0.0 0.0 271.5 0.0 0.0

43043 11.16 13.44 0.00 214.0 0.0 0.0 0.0 214.0 0.0 0.0

43050 7.00 11.53 0.00 87.4 0.0 0.0 0.0 87.4 0.0 0.0

43060 10.00 13.94 0.00 127.3 0.0 0.0 0.0 127.3 0.0 0.0

43080 20.00 12.62 0.00 265.6 0.0 0.0 0.0 265.6 0.0 0.0

43100 20.00 8.22 0.33 208.4 3.3 3.3 0.0 208.4 0.0 0.0

43120 20.00 7.95 0.00 161.7 3.3 3.3 0.0 161.7 0.0 0.0

43140 20.00 13.82 0.00 217.7 0.0 0.0 0.0 217.7 0.0 0.0

43160 20.00 14.59 0.00 284.1 0.0 0.0 0.0 284.1 0.0 0.0

43180 20.00 16.23 0.00 308.2 0.0 0.0 0.0 308.2 0.0 0.0

43200 20.00 16.24 0.02 324.7 0.2 0.2 0.0 324.7 0.0 0.0

43220 20.00 5.94 1.26 221.8 12.8 12.8 0.0 221.8 0.0 0.0

43240 20.00 9.31 0.87 152.5 21.3 21.3 0.0 152.5 0.0 0.0

43260 20.00 17.85 0.31 271.6 11.8 11.8 0.0 271.6 0.0 0.0

43280 20.00 7.97 0.22 258.2 5.3 5.3 0.0 258.2 0.0 0.0

43300 20.00 6.32 0.00 142.9 2.2 2.2 0.0 142.9 0.0 0.0

43320 20.00 5.96 0.39 122.8 3.9 3.9 0.0 122.8 0.0 0.0

43340 20.00 7.24 0.05 132.0 4.4 4.4 0.0 132.0 0.0 0.0

43360 20.00 6.76 0.00 140.0 0.5 0.5 0.0 140.0 0.0 0.0

43380 20.00 10.05 0.00 168.1 0.0 0.0 0.0 168.1 0.0 0.0

43400 20.00 9.86 0.00 199.1 0.0 0.0 0.0 199.1 0.0 0.0

43410 10.00 10.03 0.00 99.5 0.0 0.0 0.0 99.5 0.0 0.0

43420 10.00 10.46 0.00 102.5 0.0 0.0 0.0 102.5 0.0 0.0

43430 10.00 13.57 0.00 120.2 0.0 0.0 0.0 120.2 0.0 0.0

43440 10.00 14.55 0.00 140.6 0.0 0.0 0.0 140.6 0.0 0.0

43450 10.00 13.64 0.00 141.0 0.0 0.0 0.0 141.0 0.0 0.0

43460 10.00 14.62 0.00 141.3 0.0 0.0 0.0 141.3 0.0 0.0

43478.5 18.50 4.50 1.08 176.9 10.0 10.0 0.0 176.9 0.0 0.0

43480 1.50 9.19 0.00 10.3 0.8 0.8 0.0 10.3 0.0 0.0

43500 20.00 6.55 6.48 157.4 64.8 64.8 0.0 157.4 0.0 0.0

43503.1 3.10 8.85 0.00 23.9 10.0 10.0 0.0 23.9 0.0 0.0

PUENTE PAUJILSAPA

43533.8 9.27 0.00 0.0

43540 6.20 7.90 0.69 53.2 2.1 2.1 0.0 53.2 0.0 0.0

43558 18.00 11.88 0.00 178.0 6.2 6.2 0.0 178.0 0.0 0.0

43560 2.00 10.08 0.00 22.0 0.0 0.0 0.0 22.0 0.0 0.0

43580 20.00 9.12 0.00 192.0 0.0 0.0 0.0 192.0 0.0 0.0

43600 20.00 8.97 0.00 180.9 0.0 0.0 0.0 180.9 0.0 0.0

43610 10.00 6.69 0.00 78.3 0.0 0.0 0.0 78.3 0.0 0.0

43620 10.00 5.78 0.00 62.4 0.0 0.0 0.0 62.4 0.0 0.0

43630 10.00 4.81 0.00 53.0 0.0 0.0 0.0 53.0 0.0 0.0

43640 10.00 2.46 0.00 36.4 0.0 0.0 0.0 36.4 0.0 0.0

43650 10.00 2.14 0.00 23.0 0.0 0.0 0.0 23.0 0.0 0.0

43660 10.00 1.54 0.00 18.4 0.0 0.0 0.0 18.4 0.0 0.0

43680 20.00 0.00 0.55 15.5 5.5 5.5 0.0 15.5 0.0 0.0

43700 20.00 0.00 2.46 0.0 30.0 30.0 0.0 0.0 0.0 0.0

43720 20.00 0.00 4.83 0.0 72.9 72.9 0.0 0.0 0.0 0.0

43740 20.00 0.00 6.78 0.0 116.1 58.0 58.1 0.0 0.0 0.0

Page 15: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

43760 20.00 0.00 10.00 0.0 167.9 0.0 167.9 0.0 0.0 0.0

43780 20.00 0.00 10.68 0.0 206.9 0.0 206.9 0.0 0.0 0.0

43800 20.00 0.00 12.88 0.0 235.7 0.0 235.7 0.0 0.0 0.0

43820 20.00 0.00 14.63 0.0 275.1 0.0 275.1 0.0 0.0 0.0

43840 20.00 0.00 19.08 0.0 337.0 0.0 337.0 0.0 0.0 0.0

43860 20.00 0.00 19.68 0.0 387.5 0.0 387.5 0.0 0.0 0.0

43880 20.00 0.00 21.33 0.0 410.0 0.0 410.0 0.0 0.0 0.0

43900 20.00 0.00 19.06 0.0 403.9 0.0 403.9 0.0 0.0 0.0

43920 20.00 0.00 18.43 0.0 374.9 0.0 374.9 0.0 0.0 0.0

43940 20.00 0.00 18.43 0.0 368.6 0.0 368.6 0.0 0.0 0.0

43960 20.00 0.00 21.78 0.0 402.1 0.0 402.1 0.0 0.0 0.0

43980 20.00 0.00 25.50 0.0 472.7 0.0 472.7 0.0 0.0 0.0

44000 20.00 0.00 26.10 0.0 515.9 0.0 515.9 0.0 0.0 0.0

TOTALES 6,627.9 4,958.0 341.7 432.9 4,183.4 6,627.9 0.0 0.0

KM 044+000 A KM 045+000

44000 0.00 26.10

44020 20.00 0.00 25.31 0.0 514.1 0.0 514.1 0.0 0.0 0.0

44040 20.00 0.00 28.37 0.0 536.8 0.0 536.8 0.0 0.0 0.0

44060 20.00 0.00 33.64 0.0 620.0 0.0 620.0 0.0 0.0 0.0

44080 20.00 0.00 42.02 0.0 756.6 0.0 756.6 0.0 0.0 0.0

44100 20.00 0.00 48.93 0.0 909.5 0.0 909.5 0.0 0.0 0.0

44120 20.00 0.00 55.86 0.0 1,047.9 0.0 1,047.9 0.0 0.0 0.0

44140 20.00 0.00 48.35 0.0 1,042.1 0.0 1,042.1 0.0 0.0 0.0

44160 20.00 0.40 2.55 4.0 509.0 3.2 505.8 4.0 0.0 0.0

44185.04 25.04 15.36 0.00 197.3 32.0 32.0 197.3 0.0 0.0

44180 15.36 0.00

44200 20.00 53.98 0.00 693.4 0.0 0.0 554.7 69.3 69.4

44210 10.00 88.97 0.00 714.7 0.0 0.0 571.8 71.5 71.4

44220 10.00 75.05 0.00 820.1 0.0 0.0 656.1 82.0 82.0

44230 10.00 76.30 0.00 756.7 0.0 0.0 605.4 75.7 75.6

44240 10.00 69.13 0.00 727.1 0.0 0.0 581.7 72.7 72.7

44250 10.00 73.79 0.00 714.6 0.0 0.0 571.7 71.5 71.4

44260 10.00 61.98 0.00 678.8 0.0 0.0 543.0 67.9 67.9

44270 10.00 61.98 0.00 619.8 0.0 0.0 495.8 62.0 62.0

44280 10.00 78.72 0.00 703.5 0.0 0.0 562.8 70.4 70.3

44290 10.00 71.17 0.00 749.4 0.0 0.0 599.5 74.9 75.0

44300 10.00 61.60 0.00 663.9 0.0 0.0 531.1 66.4 66.4

44320 20.00 77.00 0.00 1,386.0 0.0 0.0 1,108.8 138.6 138.6

44340 20.00 59.89 0.00 1,368.8 0.0 0.0 1,095.0 136.9 136.9

44360 20.00 29.56 0.00 894.5 0.0 0.0 894.5 0.0 0.0

44380 20.00 16.47 0.00 460.3 0.0 0.0 460.3 0.0 0.0

44400 20.00 6.64 0.00 231.1 0.0 0.0 231.1 0.0 0.0

44420 20.00 1.81 0.35 84.5 3.5 3.5 0.0 84.5 0.0 0.0

44440 20.00 4.11 1.94 59.2 22.9 22.9 0.0 59.2 0.0 0.0

44460 20.00 12.33 0.00 164.5 19.4 10.6 8.8 164.5 0.0 0.0

44480 20.00 1.87 1.31 142.0 13.1 13.1 0.0 142.0 0.0 0.0

44500 20.00 0.73 0.42 26.0 17.2 17.2 0.0 26.0 0.0 0.0

44520 20.00 1.74 1.03 24.7 14.4 14.4 0.0 24.7 0.0 0.0

44540 20.00 0.12 3.26 18.6 42.9 42.9 0.0 18.6 0.0 0.0

44560 20.00 0.00 5.99 1.2 92.5 92.5 0.0 1.2 0.0 0.0

44580 20.00 0.00 6.04 0.0 120.3 54.1 66.2 0.0 0.0 0.0

44587 7.00 0.00 11.63 0.0 61.8 0.0 61.8 0.0 0.0 0.0

44590 3.00 0.00 50.86 0.0 93.7 0.0 93.7 0.0 0.0 0.0

44600 10.00 0.00 8.69 0.0 297.7 0.0 297.7 0.0 0.0 0.0

44620 20.00 0.00 7.09 0.0 157.8 0.0 157.8 0.0 0.0 0.0

44640 20.00 0.00 5.75 0.0 128.4 0.0 128.4 0.0 0.0 0.0

44660 20.00 0.00 3.82 0.0 95.7 0.0 95.7 0.0 0.0 0.0

44680 20.00 4.53 1.48 45.3 53.1 36.2 16.9 45.3 0.0 0.0

44700 20.00 7.50 0.95 120.3 24.3 24.3 0.0 120.3 0.0 0.0

44720 20.00 7.51 0.05 150.1 10.0 10.0 0.0 150.1 0.0 0.0

44740 20.00 3.88 0.09 113.9 1.4 1.4 0.0 113.9 0.0 0.0

44760 20.00 6.00 0.00 98.8 1.0 0.9 0.1 98.8 0.0 0.0

Page 16: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

44780 20.00 4.85 0.49 108.4 4.9 4.9 0.0 108.4 0.0 0.0

44800 20.00 1.52 1.04 63.6 15.2 15.2 0.0 63.6 0.0 0.0

44820 20.00 0.21 1.67 17.3 27.1 27.1 0.0 17.3 0.0 0.0

44840 20.00 0.00 3.75 2.1 54.3 54.3 0.0 2.1 0.0 0.0

44860 20.00 0.00 3.70 0.0 74.5 74.5 0.0 0.0 0.0 0.0

44880 20.00 0.86 1.32 8.6 50.1 50.1 0.0 8.6 0.0 0.0

44900 20.00 2.28 0.28 31.4 15.9 15.9 0.0 31.4 0.0 0.0

44920 20.00 5.07 0.02 73.5 2.9 2.9 0.0 73.5 0.0 0.0

44940 20.00 6.60 0.00 116.7 0.2 0.2 0.0 116.7 0.0 0.0

44960 20.00 12.74 0.00 193.4 0.0 0.0 0.0 193.4 0.0 0.0

44980 20.00 14.89 0.00 276.3 0.0 0.0 0.0 276.3 0.0 0.0

45000 20.00 22.25 0.00 371.4 0.0 0.0 0.0 371.4 0.0 0.0

TOTALES 14,695.8 7,484.2 592.3 927.1 5,964.8 12,576.4 1,059.8 1,059.6

KM 045+000 A KM 046+000

45000 22.25 0.00

45020 20.00 25.80 0.00 480.5 0.0 0.0 0.0 480.5 0.0 0.0

45040 20.00 24.28 0.00 500.8 0.0 0.0 0.0 500.8 0.0 0.0

45060 20.00 23.33 0.00 476.1 0.0 0.0 0.0 476.1 0.0 0.0

45080 20.00 28.84 0.00 521.7 0.0 0.0 0.0 521.7 0.0 0.0

45100 20.00 23.11 0.00 519.5 0.0 0.0 0.0 519.5 0.0 0.0

45120 20.00 18.60 0.00 417.1 0.0 0.0 0.0 417.1 0.0 0.0

45140 20.00 8.91 0.00 275.0 0.0 0.0 0.0 275.0 0.0 0.0

45160 20.00 0.76 0.34 96.7 3.4 3.4 0.0 96.7 0.0 0.0

45180 20.00 0.12 1.68 8.9 20.1 20.1 0.0 8.9 0.0 0.0

45200 20.00 0.00 6.86 1.2 85.4 85.4 0.0 1.2 0.0 0.0

45220 20.00 0.00 8.14 0.0 150.0 150.0 0.0 0.0 0.0 0.0

45240 20.00 0.00 6.78 0.0 149.2 119.4 29.8 0.0 0.0 0.0

45260 20.00 0.71 0.63 7.1 74.1 5.7 68.4 7.1 0.0 0.0

45280 20.00 2.67 0.00 33.8 6.3 6.3 0.0 33.8 0.0 0.0

45300 20.00 3.06 0.00 57.3 0.0 0.0 0.0 57.3 0.0 0.0

45320 20.00 2.40 0.00 54.6 0.0 0.0 0.0 54.6 0.0 0.0

45340 20.00 2.07 0.00 44.6 0.0 0.0 0.0 44.6 0.0 0.0

45360 20.00 0.91 0.14 29.7 1.4 1.4 0.0 29.7 0.0 0.0

45380 20.00 0.00 1.79 9.1 19.3 19.3 0.0 9.1 0.0 0.0

45400 20.00 0.00 4.25 0.0 60.3 60.3 0.0 0.0 0.0 0.0

45420 20.00 0.00 4.07 0.0 83.2 49.9 33.3 0.0 0.0 0.0

45440 20.00 0.00 2.85 0.0 69.2 0.0 69.2 0.0 0.0 0.0

45460 20.00 0.17 0.55 1.7 34.0 1.4 32.6 1.7 0.0 0.0

45480 20.00 23.13 0.28 233.0 8.3 8.3 0.0 233.0 0.0 0.0

45500 20.00 60.30 4.61 834.3 48.9 48.9 0.0 834.3 0.0 0.0

45520 20.00 11.65 0.00 719.5 46.1 46.1 0.0 719.5 0.0 0.0

45540 20.00 17.95 0.00 296.0 0.0 0.0 0.0 296.0 0.0 0.0

45560 20.00 18.99 0.00 369.5 0.0 0.0 0.0 369.5 0.0 0.0

45580 20.00 5.12 0.00 241.1 0.0 0.0 0.0 241.1 0.0 0.0

45600 20.00 12.58 0.00 177.0 0.0 0.0 0.0 177.0 0.0 0.0

45620 20.00 14.84 0.00 274.2 0.0 0.0 0.0 274.2 0.0 0.0

45640 20.00 25.46 0.00 402.9 0.0 0.0 0.0 402.9 0.0 0.0

45660 20.00 95.73 0.00 1,211.9 0.0 0.0 0.0 1,211.9 0.0 0.0

45680 20.00 30.29 0.00 1,260.2 0.0 0.0 0.0 1,260.2 0.0 0.0

45700 20.00 50.93 0.00 812.2 0.0 0.0 0.0 812.2 0.0 0.0

45720 20.00 12.04 0.00 629.7 0.0 0.0 0.0 629.7 0.0 0.0

45740 20.00 10.84 2.26 228.8 22.6 22.6 0.0 228.8 0.0 0.0

45760 20.00 0.15 15.35 109.8 176.1 176.1 0.0 109.8 0.0 0.0

45770 10.00 0.99 12.39 5.7 138.7 138.7 0.0 5.7 0.0 0.0

45780 10.00 0.51 13.13 7.5 127.6 127.6 0.0 7.5 0.0 0.0

45790 10.00 0.00 10.07 2.5 116.0 116.0 0.0 2.5 0.0 0.0

45800 10.00 0.00 8.77 0.0 94.2 94.2 0.0 0.0 0.0 0.0

45810 10.00 0.00 7.13 0.0 79.5 79.5 0.0 0.0 0.0 0.0

45820 10.00 0.00 5.65 0.0 63.9 63.9 0.0 0.0 0.0 0.0

45830 10.00 5.84 3.78 29.2 47.2 47.2 0.0 29.2 0.0 0.0

45840 10.00 7.49 2.07 66.6 29.3 29.3 0.0 66.6 0.0 0.0

45850 10.00 3.15 3.02 53.2 25.4 25.4 0.0 53.2 0.0 0.0

Page 17: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

45860 10.00 0.31 2.69 17.3 28.5 28.5 0.0 17.3 0.0 0.0

45870 10.00 0.14 3.36 2.2 30.3 27.7 2.6 2.2 0.0 0.0

45880 10.00 0.00 4.90 0.7 41.3 0.6 40.7 0.7 0.0 0.0

45890 10.00 0.11 5.23 0.5 50.6 0.4 50.2 0.5 0.0 0.0

45900 10.00 0.63 5.53 3.7 53.8 3.0 50.8 3.7 0.0 0.0

45910 10.00 2.71 6.14 16.7 58.3 13.4 44.9 16.7 0.0 0.0

45920 10.00 0.08 5.35 14.0 57.5 11.2 46.3 14.0 0.0 0.0

45930 10.00 0.00 7.89 0.4 66.2 0.3 65.9 0.4 0.0 0.0

45940 10.00 0.00 7.74 0.0 78.1 0.0 78.1 0.0 0.0 0.0

45950 10.00 0.00 11.89 0.0 98.2 0.0 98.2 0.0 0.0 0.0

45960 10.00 0.00 18.62 0.0 152.5 0.0 152.5 0.0 0.0 0.0

45970 10.00 0.00 25.07 0.0 218.4 0.0 218.4 0.0 0.0 0.0

45980 10.00 0.69 28.01 3.5 265.4 2.8 262.6 3.5 0.0 0.0

45990 10.00 1.62 30.43 11.6 292.2 9.3 282.9 11.6 0.0 0.0

46000 10.00 0.73 35.25 11.8 328.4 9.4 319.0 11.8 0.0 0.0

TOTALES 11,582.6 3,599.4 1,652.9 1,946.5 0.0 11,582.6 0.0 0.0

KM 046+000 A KM 047+000

46000 0.73 35.25

46010 10.00 3.35 34.29 20.4 347.7 16.3 331.4 20.4 0.0 0.0

46020 10.00 7.36 25.99 53.6 301.4 42.9 258.5 53.6 0.0 0.0

46030 10.00 0.01 24.94 36.9 254.6 29.5 225.1 36.9 0.0 0.0

46040 10.00 6.33 24.96 31.7 249.5 25.4 224.1 31.7 0.0 0.0

46050 10.00 28.01 9.18 171.7 170.7 137.4 33.3 171.7 0.0 0.0

46060 10.00 44.15 8.27 360.8 87.2 87.2 0.0 360.8 0.0 0.0

46070 10.00 66.36 15.87 552.6 120.7 120.7 0.0 552.6 0.0 0.0

46080 10.00 24.58 14.19 454.7 150.3 150.3 0.0 454.7 0.0 0.0

46090 10.00 0.00 36.80 122.9 254.9 254.9 0.0 122.9 0.0 0.0

46100 10.00 0.00 43.94 0.0 403.7 403.7 0.0 0.0 0.0 0.0

46120 20.00 0.57 49.12 5.7 930.6 186.1 744.5 5.7 0.0 0.0

46140 20.00 17.37 23.62 179.4 727.5 143.5 584.0 179.4 0.0 0.0

46152 12.00 98.67 0.00 696.2 141.7 141.7 0.0 696.2 0.0 0.0

46160 8.00 110.51 0.00 836.7 0.0 0.0 0.0 836.7 0.0 0.0

46170 10.00 149.71 0.00 1,301.1 0.0 0.0 0.0 1,301.1 0.0 0.0

46180 10.00 141.80 0.00 1,457.6 0.0 0.0 0.0 1,457.6 0.0 0.0

46200 20.00 150.78 0.00 2,925.8 0.0 0.0 0.0 2,925.8 0.0 0.0

46206 6.00 183.28 0.00 1,002.2 0.0 0.0 0.0 1,002.2 0.0 0.0

46213 7.00 308.86 0.00 1,722.5 0.0 0.0 0.0 1,722.5 0.0 0.0

46220 7.00 219.10 0.00 1,847.9 0.0 0.0 0.0 1,847.9 0.0 0.0

46223 3.00 274.00 0.00 739.7 0.0 0.0 0.0 739.7 0.0 0.0

46236 13.00 193.76 0.00 3,040.4 0.0 0.0 0.0 3,040.4 0.0 0.0

46240 4.00 159.76 0.00 707.0 0.0 0.0 0.0 707.0 0.0 0.0

46247 7.00 78.53 0.00 834.0 0.0 0.0 0.0 834.0 0.0 0.0

46253 6.00 184.87 0.00 790.2 0.0 0.0 0.0 790.2 0.0 0.0

46260 7.00 230.65 0.00 1,454.3 0.0 0.0 0.0 1,454.3 0.0 0.0

46280 20.00 0.00 27.49 2,306.5 274.9 0.0 0.0 274.9 2,306.5 0.0 0.0

46300 20.00 0.00 17.67 0.0 451.6 0.0 0.0 451.6 0.0 0.0 0.0

46308 8.00 0.00 14.35 0.0 128.1 0.0 0.0 128.1 0.0 0.0 0.0

46320 12.00 0.00 16.03 0.0 182.3 0.0 0.0 182.3 0.0 0.0 0.0

46340 20.00 0.00 14.79 0.0 308.2 0.0 0.0 308.2 0.0 0.0 0.0

46360 20.00 0.00 22.00 0.0 367.8 0.0 0.0 367.8 0.0 0.0 0.0

46380 20.00 0.00 13.03 0.0 350.2 0.0 18.2 332.0 0.0 0.0 0.0

46400 20.00 0.00 17.66 0.0 306.9 0.0 306.9 0.0 0.0 0.0

46420 20.00 0.00 16.45 0.0 341.1 0.0 341.1 0.0 0.0 0.0

46440 20.00 0.00 3.27 0.0 197.2 0.0 197.2 0.0 0.0 0.0

46460 20.00 0.06 2.89 0.6 61.6 0.0 61.6 0.6 0.0 0.0

46480 20.00 0.52 1.21 5.8 41.0 0.0 41.0 5.8 0.0 0.0

46500 20.00 0.24 1.34 7.6 25.4 0.0 19.3 6.1 7.6 0.0 0.0

46520 20.00 37.69 0.00 379.3 13.4 13.4 379.3 0.0 0.0

46526 6.00 67.35 0.00 315.1 0.0 0.0 315.1 0.0 0.0

46537 11.00 185.97 0.00 1,393.3 0.0 0.0 1,393.3 0.0 0.0

46540 3.00 168.37 0.00 531.5 0.0 0.0 531.5 0.0 0.0

46550 10.00 40.34 0.00 1,043.6 0.0 0.0 1,043.6 0.0 0.0

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

46560 10.00 30.84 0.00 355.9 0.0 0.0 355.9 0.0 0.0

46580 20.00 20.76 0.00 516.0 0.0 0.0 516.0 0.0 0.0

46600 20.00 12.57 0.00 333.3 0.0 0.0 333.3 0.0 0.0

46620 20.00 8.57 2.05 211.3 20.5 0.0 20.5 211.3 0.0 0.0

46625 5.00 30.38 0.00 97.4 5.1 0.0 5.1 97.4 0.0 0.0

46640 15.00 103.03 0.00 1,000.6 0.0 0.0 1,000.6 0.0 0.0

46646 6.00 61.02 0.00 492.2 0.0 0.0 492.2 0.0 0.0

46660 14.00 205.85 0.00 1,868.1 0.0 0.0 1,868.1 0.0 0.0

46670 10.00 183.28 0.00 1,945.7 0.0 0.0 1,945.7 0.0 0.0

46680 10.00 213.07 0.00 1,981.8 0.0 0.0 1,981.8 0.0 0.0

46692 12.00 141.61 0.00 2,128.1 0.0 0.0 2,128.1 0.0 0.0

46700 8.00 156.07 0.00 1,190.7 0.0 0.0 1,190.7 0.0 0.0

46708 8.00 174.88 0.00 1,323.8 0.0 0.0 1,323.8 0.0 0.0

46720 12.00 76.02 0.00 1,505.4 0.0 0.0 1,505.4 0.0 0.0

46726 6.00 151.35 0.00 682.1 0.0 0.0 682.1 0.0 0.0

46735 9.00 149.96 0.00 1,355.9 0.0 0.0 1,355.9 0.0 0.0

46740 5.00 129.03 0.00 697.5 0.0 0.0 697.5 0.0 0.0

46754 14.00 24.94 1.35 1,077.8 9.4 0.0 9.4 1,077.8 0.0 0.0

46760 6.00 5.50 7.44 91.3 26.3 0.0 26.3 91.3 0.0 0.0

46780 20.00 0.00 24.96 55.0 323.9 0.0 323.9 55.0 0.0 0.0

46800 20.00 0.00 37.67 0.0 626.2 0.0 626.2 0.0 0.0 0.0

46820 20.00 0.00 33.11 0.0 707.8 0.0 707.8 0.0 0.0 0.0

46840 20.00 0.00 36.87 0.0 699.7 0.0 699.7 0.0 0.0 0.0

46860 20.00 0.00 34.02 0.0 708.8 0.0 708.8 0.0 0.0 0.0

46880 20.00 0.00 32.58 0.0 666.0 0.0 666.0 0.0 0.0 0.0

46900 20.00 0.00 25.88 0.0 584.6 0.0 584.6 0.0 0.0 0.0

46920 20.00 0.00 20.74 0.0 466.2 0.0 466.2 0.0 0.0 0.0

46940 20.00 0.00 13.68 0.0 344.3 0.0 344.3 0.0 0.0 0.0

46960 20.00 0.00 11.57 0.0 252.5 0.0 252.5 0.0 0.0 0.0

46980 20.00 0.00 12.86 0.0 244.3 0.0 244.3 0.0 0.0 0.0

47000 20.00 0.00 13.38 0.0 262.4 0.0 262.4 0.0 0.0 0.0

TOTALES 46,239.2 13,138.2 1,739.6 3,399.6 7,999.0 46,239.2 0.0 0.0

KM 047+000 A KM 048+000

47000 0.00 13.38

47020 20.00 0.00 16.68 0.0 300.5 300.5 0.0 0.0 0.0

47040 20.00 0.00 15.72 0.0 324.0 324.0 0.0 0.0 0.0

47060 20.00 0.00 16.03 0.0 317.4 317.4 0.0 0.0 0.0

47080 20.00 0.00 14.75 0.0 307.7 307.7 0.0 0.0 0.0

47100 20.00 0.00 15.27 0.0 300.1 300.1 0.0 0.0 0.0

47120 20.00 0.00 13.00 0.0 282.7 282.7 0.0 0.0 0.0

47140 20.00 0.00 15.44 0.0 284.4 284.4 0.0 0.0 0.0

47160 20.00 0.00 15.36 0.0 308.0 308.0 0.0 0.0 0.0

47180 20.00 0.00 16.73 0.0 320.9 320.9 0.0 0.0 0.0

47200 20.00 0.00 15.13 0.0 318.5 318.5 0.0 0.0 0.0

47220 20.00 0.00 10.63 0.0 257.6 257.6 0.0 0.0 0.0

47240 20.00 0.00 9.38 0.0 200.2 200.2 0.0 0.0 0.0

47260 20.00 0.00 9.26 0.0 186.4 186.4 0.0 0.0 0.0

47280 20.00 12.91 2.36 129.1 116.2 103.3 12.9 129.1 0.0 0.0

47297 17.00 15.63 4.58 242.6 59.0 59.0 0.0 242.6 0.0 0.0

47300 3.00 16.27 8.24 47.9 19.2 19.2 0.0 47.9 0.0 0.0

47308 8.00 0.00 20.58 65.1 115.3 115.3 0.0 65.1 0.0 0.0

47312 4.00 0.00 9.67 0.0 60.5 0.0 60.5 0.0 0.0 0.0

47320 8.00 0.00 7.89 0.0 70.2 26.3 43.9 0.0 0.0 0.0

47340 20.00 0.00 9.16 0.0 170.4 0.0 170.4 0.0 0.0 0.0

47360 20.00 0.00 5.97 0.0 151.2 0.0 151.2 0.0 0.0 0.0

47380 20.00 0.00 4.57 0.0 105.3 0.0 105.3 0.0 0.0 0.0

47400 20.00 1.71 0.79 17.1 53.6 13.7 39.9 17.1 0.0 0.0

47420 20.00 1.41 0.17 31.2 9.6 9.6 0.0 31.2 0.0 0.0

47440 20.00 1.83 0.85 32.4 10.2 10.2 0.0 32.4 0.0 0.0

47460 20.00 2.33 1.86 41.6 27.1 27.1 0.0 41.6 0.0 0.0

47480 20.00 2.12 3.29 44.5 51.5 35.6 15.9 44.5 0.0 0.0

47500 20.00 0.06 5.01 21.8 83.0 17.4 65.6 21.8 0.0 0.0

Page 19: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

47520 20.00 0.00 10.21 0.6 152.2 0.5 151.7 0.6 0.0 0.0

47540 20.00 0.00 13.59 0.0 238.0 0.0 238.0 0.0 0.0 0.0

47548.85 8.85 0.00 18.82 0.0 143.4 0.0 143.4 0.0 0.0 0.0

47580 0.00 18.82

47600 20.00 0.00 24.24 0.0 430.6 0.0 430.6 0.0 0.0 0.0

47614 14.00 0.00 27.71 0.0 363.6 0.0 363.6 0.0 0.0 0.0

47620 6.00 0.00 26.52 0.0 162.7 0.0 162.7 0.0 0.0 0.0

47640 20.00 0.00 28.22 0.0 547.4 0.0 547.4 0.0 0.0 0.0

47660 20.00 0.00 30.63 0.0 588.5 0.0 588.5 0.0 0.0 0.0

47680 20.00 0.00 31.12 0.0 617.5 0.0 617.5 0.0 0.0 0.0

47700 20.00 0.00 22.87 0.0 539.9 0.0 539.9 0.0 0.0 0.0

47720 20.00 0.00 8.94 0.0 318.1 0.0 318.1 0.0 0.0 0.0

47740 20.00 1.85 0.01 18.5 89.5 14.8 74.7 18.5 0.0 0.0

47760 20.00 6.09 1.27 79.5 12.8 12.8 0.0 79.5 0.0 0.0

47780 20.00 13.96 0.00 200.5 12.7 12.7 0.0 200.5 0.0 0.0

47800 20.00 17.22 0.00 311.7 0.0 0.0 0.0 311.7 0.0 0.0

47820 20.00 18.97 0.00 361.9 0.0 0.0 0.0 361.9 0.0 0.0

47840 20.00 16.37 0.00 353.5 0.0 0.0 0.0 353.5 0.0 0.0

47860 20.00 13.99 0.00 303.7 0.0 0.0 0.0 303.7 0.0 0.0

47880 20.00 9.43 0.00 234.3 0.0 0.0 0.0 234.3 0.0 0.0

47900 20.00 5.70 0.00 151.3 0.0 0.0 0.0 151.3 0.0 0.0

47920 20.00 4.24 0.00 99.4 0.0 0.0 0.0 99.4 0.0 0.0

47940 20.00 2.17 0.00 64.1 0.0 0.0 0.0 64.1 0.0 0.0

47960 20.00 1.13 0.00 32.9 0.0 0.0 0.0 32.9 0.0 0.0

47980 20.00 0.48 0.07 16.1 0.7 0.0 0.0 0.7 16.1 0.0 0.0

48000 20.00 1.59 0.65 20.7 7.2 0.0 0.0 7.2 20.7 0.0 0.0

TOTALES 2,922.0 9,035.5 477.5 4,828.8 3,729.2 2,922.0 0.0 0.0

KM 048+000 A KM 049+000

48000 1.59 0.65

48020 20.00 1.54 1.14 31.3 17.8 17.8 31.3 0.0 0.0

48030 10.00 1.74 0.90 16.4 10.2 10.2 16.4 0.0 0.0

48040 10.00 0.74 1.14 12.4 10.2 10.2 12.4 0.0 0.0

48050 10.00 0.00 2.38 3.7 17.6 17.6 3.7 0.0 0.0

48060 10.00 0.11 4.04 0.6 32.1 32.1 0.6 0.0 0.0

48080 20.00 0.03 3.29 1.4 73.2 65.9 7.3 1.4 0.0 0.0

48100 20.00 0.00 3.47 0.3 67.5 0.0 67.3 0.2 0.3 0.0 0.0

48120 20.00 0.00 4.01 0.0 74.8 0.0 74.8 0.0 0.0 0.0

48140 20.00 0.00 4.20 0.0 82.2 0.0 82.2 0.0 0.0 0.0

48160 20.00 0.00 5.36 0.0 95.6 0.0 95.6 0.0 0.0 0.0

48180 20.00 0.00 5.64 0.0 110.0 0.0 110.0 0.0 0.0 0.0

48200 20.00 0.00 5.15 0.0 107.9 0.0 107.9 0.0 0.0 0.0

48220 20.00 0.00 5.48 0.0 106.3 0.0 106.3 0.0 0.0 0.0

48240 20.00 0.00 4.68 0.0 101.6 0.0 101.6 0.0 0.0 0.0

48260 20.00 0.00 5.77 0.0 104.4 0.0 104.4 0.0 0.0 0.0

48266 6.00 0.00 10.69 0.0 49.4 0.0 49.4 0.0 0.0 0.0

48280 14.00 0.00 2.25 0.0 90.6 0.0 90.6 0.0 0.0 0.0

48300 20.00 0.00 2.07 0.0 43.2 0.0 43.2 0.0 0.0 0.0

48320 20.00 0.00 1.43 0.0 35.0 0.0 35.0 0.0 0.0 0.0

48340 20.00 0.36 0.25 3.6 16.7 2.9 13.8 3.6 0.0 0.0

48360 20.00 0.11 0.36 4.7 6.1 3.8 2.3 4.7 0.0 0.0

48380 20.00 0.37 0.12 4.8 4.9 3.8 1.1 4.8 0.0 0.0

48400 20.00 0.33 0.14 7.0 2.7 2.7 0.0 7.0 0.0 0.0

48420 20.00 0.29 0.67 6.1 8.1 4.9 3.2 6.1 0.0 0.0

48440 20.00 0.61 0.34 8.9 10.1 7.1 3.0 8.9 0.0 0.0

48460 20.00 0.22 0.74 8.2 10.8 6.6 4.2 8.2 0.0 0.0

48480 20.00 0.37 1.21 5.9 19.5 4.7 14.8 5.9 0.0 0.0

48500 20.00 0.13 1.87 5.0 30.8 4.0 26.8 5.0 0.0 0.0

48520 20.00 0.61 1.97 7.4 38.4 5.9 32.5 7.4 0.0 0.0

48540 20.00 0.00 3.42 6.1 53.8 4.9 48.9 6.1 0.0 0.0

48560 20.00 0.00 5.31 0.0 87.2 0.0 87.2 0.0 0.0 0.0

48580 20.00 0.00 5.61 0.0 109.1 0.0 109.1 0.0 0.0 0.0

48600 20.00 0.00 6.15 0.0 117.5 0.0 117.5 0.0 0.0 0.0

Page 20: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

48620 20.00 0.00 6.19 0.0 123.4 0.0 123.4 0.0 0.0 0.0

48640 20.00 0.00 6.11 0.0 122.9 0.0 122.9 0.0 0.0 0.0

48660 20.00 0.00 6.05 0.0 121.5 0.0 121.5 0.0 0.0 0.0

48680 20.00 0.00 7.34 0.0 133.8 0.0 133.8 0.0 0.0 0.0

48700 20.00 0.00 7.93 0.0 152.6 0.0 152.6 0.0 0.0 0.0

48706.5 6.50 0.00 15.49 0.0 76.1 0.0 76.1 0.0 0.0 0.0

48710 3.50 0.00 7.11 0.0 39.5 0.0 39.5 0.0 0.0 0.0

48720 10.00 0.00 9.38 0.0 82.4 0.0 82.4 0.0 0.0 0.0

48740 20.00 0.00 13.61 0.0 230.0 0.0 230.0 0.0 0.0 0.0

48760 20.00 0.00 12.13 0.0 257.4 0.0 257.4 0.0 0.0 0.0

48780 20.00 0.00 6.81 0.0 189.4 0.0 189.4 0.0 0.0 0.0

48800 20.00 0.00 6.10 0.0 129.1 0.0 129.1 0.0 0.0 0.0

48820 20.00 0.00 5.76 0.0 118.6 0.0 118.6 0.0 0.0 0.0

48840 20.00 0.00 6.79 0.0 125.5 0.0 125.5 0.0 0.0 0.0

48860 20.00 0.00 4.16 0.0 109.5 0.0 109.5 0.0 0.0 0.0

48880 20.00 0.00 2.48 0.0 66.4 0.0 66.4 0.0 0.0 0.0

48900 20.00 0.00 0.91 0.0 33.9 0.0 33.9 0.0 0.0 0.0

48920 20.00 0.51 0.09 5.1 10.0 5.9 4.1 5.1 0.0 0.0

48940 20.00 0.00 1.48 5.1 15.7 11.6 4.1 5.1 0.0 0.0

48960 20.00 0.05 0.60 0.6 20.8 20.3 0.5 0.6 0.0 0.0

48980 20.00 0.17 0.76 2.2 13.5 11.7 1.8 2.2 0.0 0.0

49000 20.00 0.40 0.14 5.7 9.0 4.4 4.6 5.7 0.0 0.0

TOTALES 152.5 3,926.3 51.3 3,764.7 110.4 152.5 0.0 0.0

KM 049+000 A KM 050+000

49000 0.40 0.14

49020 20.00 1.64 0.00 20.4 1.4 1.4 20.4 0.0 0.0

49040 20.00 2.01 0.00 36.5 0.0 0.0 36.5 0.0 0.0

49060 20.00 2.75 0.00 47.6 0.0 0.0 47.6 0.0 0.0

49080 20.00 1.37 0.44 41.2 4.4 4.4 41.2 0.0 0.0

49100 20.00 0.83 0.80 22.0 12.4 12.4 22.0 0.0 0.0

49120 20.00 0.27 1.56 11.0 23.6 23.6 11.0 0.0 0.0

49140 20.00 0.00 3.67 2.7 52.4 52.4 2.7 0.0 0.0

49160 20.00 1.11 3.97 11.1 76.5 19.1 57.4 11.1 0.0 0.0

49180 20.00 0.32 5.67 14.3 96.4 85.0 11.4 14.3 0.0 0.0

49200 20.00 0.00 7.44 3.3 131.1 128.5 2.6 3.3 0.0 0.0

49220 20.00 0.00 8.12 0.0 155.6 0.0 155.6 0.0 0.0 0.0

49240 20.00 0.00 6.26 0.0 143.9 0.0 143.9 0.0 0.0 0.0

49260 20.00 0.12 6.42 1.3 126.8 125.8 1.0 1.3 0.0 0.0

49280 20.00 0.00 8.58 1.2 150.0 149.0 1.0 1.2 0.0 0.0

49300 20.00 0.00 8.46 0.0 170.4 0.0 170.4 0.0 0.0 0.0

49320 20.00 0.00 7.30 0.0 157.6 0.0 157.6 0.0 0.0 0.0

49340 20.00 0.00 7.77 0.0 150.7 0.0 150.7 0.0 0.0 0.0

49360 20.00 0.00 8.67 0.0 164.4 0.0 164.4 0.0 0.0 0.0

49380 20.00 0.00 9.37 0.0 180.4 0.0 180.4 0.0 0.0 0.0

49400 20.00 0.00 10.04 0.0 194.1 0.0 194.1 0.0 0.0 0.0

49420 20.00 0.00 10.75 0.0 207.9 0.0 207.9 0.0 0.0 0.0

49440 20.00 0.00 11.41 0.0 221.6 0.0 221.6 0.0 0.0 0.0

49460 20.00 0.00 11.89 0.0 233.0 0.0 233.0 0.0 0.0 0.0

49480 20.00 0.00 12.77 0.0 246.6 0.0 246.6 0.0 0.0 0.0

49500 20.00 0.00 12.27 0.0 250.4 0.0 250.4 0.0 0.0 0.0

49520 20.00 0.00 12.42 0.0 247.0 0.0 247.0 0.0 0.0 0.0

49540 20.00 0.00 11.24 0.0 236.6 0.0 236.6 0.0 0.0 0.0

49560 20.00 0.00 9.98 0.0 212.2 0.0 212.2 0.0 0.0 0.0

49580 20.00 0.00 8.13 0.0 181.1 0.0 181.1 0.0 0.0 0.0

49600 20.00 0.00 4.85 0.0 129.8 0.0 129.8 0.0 0.0 0.0

49620 20.00 1.40 0.00 14.0 48.5 37.3 11.2 14.0 0.0 0.0

49640 20.00 9.17 0.00 105.7 0.0 0.0 0.0 105.7 0.0 0.0

49660 20.00 15.33 0.00 245.0 0.0 0.0 0.0 245.0 0.0 0.0

49680 20.00 18.62 0.00 339.5 0.0 0.0 0.0 339.5 0.0 0.0

49700 20.00 13.78 0.00 324.0 0.0 0.0 0.0 324.0 0.0 0.0

49720 20.00 7.42 0.00 212.1 0.0 0.0 0.0 212.1 0.0 0.0

49740 20.00 2.10 0.14 95.2 1.4 1.0 0.4 95.2 0.0 0.0

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

49760 20.00 0.77 0.62 28.6 7.7 0.0 7.7 28.6 0.0 0.0

49780 20.00 0.42 0.79 11.9 14.1 14.1 11.9 0.0 0.0

49800 20.00 0.09 1.37 5.2 21.6 21.6 5.2 0.0 0.0

49820 20.00 0.46 0.30 5.5 16.7 16.7 5.5 0.0 0.0

49840 20.00 0.34 0.08 8.0 3.7 3.7 8.0 0.0 0.0

49860 20.00 0.49 0.06 8.3 1.3 1.3 0.0 8.3 0.0 0.0

49880 20.00 2.03 0.00 25.2 0.6 0.6 0.0 25.2 0.0 0.0

49900 20.00 1.30 0.00 33.2 0.0 0.0 0.0 33.2 0.0 0.0

49920 20.00 0.00 0.95 13.0 9.5 9.5 0.0 13.0 0.0 0.0

49940 20.00 0.00 2.62 0.0 35.7 35.7 0.0 0.0 0.0 0.0

49960 20.00 0.00 4.45 0.0 70.8 17.7 53.1 0.0 0.0 0.0

49980 20.00 0.00 5.13 0.0 95.9 0.0 95.9 0.0 0.0 0.0

50000 20.00 0.00 9.15 0.0 142.8 0.0 142.8 0.0 0.0 0.0

TOTALES 1,687.0 4,628.6 64.8 4,320.8 243.0 1,687.0 0.0 0.0

KM 050+000 A KM 051+000

50000 0.00 9.15

50020 20.00 0.00 7.25 0.0 164.0 0.0 164.0 0.0 0.0 0.0

50040 20.00 0.00 7.96 0.0 152.1 0.0 152.1 0.0 0.0 0.0

50060 20.00 0.00 8.59 0.0 165.5 0.0 165.5 0.0 0.0 0.0

50080 20.00 0.00 9.27 0.0 178.6 0.0 178.6 0.0 0.0 0.0

50100 20.00 0.00 8.49 0.0 177.6 0.0 177.6 0.0 0.0 0.0

50120 20.00 0.00 6.68 0.0 151.7 0.0 151.7 0.0 0.0 0.0

50140 20.00 0.00 5.73 0.0 124.1 0.0 124.1 0.0 0.0 0.0

50160 20.00 0.00 4.68 0.0 104.1 0.0 104.1 0.0 0.0 0.0

50180 20.00 0.01 3.69 0.1 83.7 0.1 83.6 0.1 0.0 0.0

50200 20.00 0.04 1.85 0.5 55.3 0.4 54.9 0.5 0.0 0.0

50220 20.00 0.86 0.43 9.0 22.7 7.2 15.5 9.0 0.0 0.0

50240 20.00 0.00 2.28 8.6 27.1 6.9 20.2 8.6 0.0 0.0

50260 20.00 0.05 2.65 0.5 49.4 0.4 49.0 0.5 0.0 0.0

50280 20.00 0.56 2.15 6.1 48.0 4.9 43.1 6.1 0.0 0.0

50300 20.00 2.57 0.01 31.4 21.6 21.6 0.0 31.4 0.0 0.0

50320 20.00 4.95 0.00 75.2 0.1 0.1 0.0 75.2 0.0 0.0

50340 20.00 7.90 0.00 128.5 0.0 0.0 0.0 128.5 0.0 0.0

50360 20.00 17.68 0.00 255.8 0.0 0.0 0.0 255.8 0.0 0.0

50380 20.00 17.49 0.00 351.7 0.0 0.0 0.0 351.7 0.0 0.0

50390 10.00 20.06 0.00 187.8 0.0 0.0 0.0 187.8 0.0 0.0

50400 10.00 27.34 0.00 237.0 0.0 0.0 0.0 237.0 0.0 0.0

50420 20.00 23.55 0.00 508.9 0.0 0.0 0.0 508.9 0.0 0.0

50440 20.00 23.36 0.00 469.1 0.0 0.0 0.0 469.1 0.0 0.0

50460 20.00 15.24 0.00 385.9 0.0 0.0 0.0 385.9 0.0 0.0

50480 20.00 7.71 0.00 229.4 0.0 0.0 0.0 229.4 0.0 0.0

50483 3.00 10.15 0.00 26.8 0.0 0.0 0.0 26.8 0.0 0.0

50500 17.00 6.09 0.00 138.0 0.0 0.0 0.0 138.0 0.0 0.0

50520 20.00 6.23 0.00 123.2 0.0 0.0 0.0 123.2 0.0 0.0

50540 20.00 6.63 0.00 128.6 0.0 0.0 0.0 128.6 0.0 0.0

50560 20.00 6.46 0.00 131.0 0.0 0.0 0.0 131.0 0.0 0.0

50580 20.00 7.30 0.00 137.6 0.0 0.0 0.0 137.6 0.0 0.0

50600 20.00 5.20 0.00 125.0 0.0 0.0 0.0 125.0 0.0 0.0

50620 20.00 2.52 0.00 77.2 0.0 0.0 0.0 77.2 0.0 0.0

50640 20.00 0.58 0.26 30.9 2.6 0.0 2.6 30.9 0.0 0.0

50660 20.00 0.76 0.61 13.4 8.8 0.0 8.8 13.4 0.0 0.0

50680 20.00 2.68 0.00 34.4 6.1 0.0 6.1 34.4 0.0 0.0

50700 20.00 4.63 0.00 73.1 0.0 0.0 0.0 73.1 0.0 0.0

50720 20.00 6.33 0.00 109.7 0.0 0.0 0.0 109.7 0.0 0.0

50740 20.00 8.53 0.00 148.6 0.0 0.0 0.0 148.6 0.0 0.0

50760 20.00 9.27 0.00 177.9 0.0 0.0 0.0 177.9 0.0 0.0

50780 20.00 7.90 0.00 171.7 0.0 0.0 0.0 171.7 0.0 0.0

50800 20.00 5.55 0.00 134.4 0.0 0.0 0.0 134.4 0.0 0.0

50820 20.00 2.03 0.00 75.8 0.0 0.0 0.0 75.8 0.0 0.0

50840 20.00 0.00 1.11 20.3 11.1 11.1 0.0 20.3 0.0 0.0

50860 20.00 0.00 4.63 0.0 57.4 57.4 0.0 0.0 0.0 0.0

50880 20.00 0.00 11.63 0.0 162.6 162.6 0.0 0.0 0.0 0.0

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

50900 20.00 0.00 8.69 0.0 203.2 50.8 152.4 0.0 0.0 0.0

50920 20.00 0.00 7.40 0.0 161.0 0.0 161.0 0.0 0.0 0.0

50935.5 15.50 0.00 16.86 0.0 188.0 0.0 188.0 0.0 0.0 0.0

50940 4.50 0.00 8.25 0.0 56.5 0.0 56.5 0.0 0.0 0.0

50960 20.00 0.00 7.58 0.0 158.3 0.0 158.3 0.0 0.0 0.0

50980 20.00 0.00 6.43 0.0 140.1 0.0 140.1 0.0 0.0 0.0

51000 20.00 0.00 5.11 0.0 115.3 0.0 115.3 0.0 0.0 0.0

TOTALES 4,763.1 2,796.6 323.4 2,455.7 17.5 4,763.1 0.0 0.0

KM 051+000 A KM 052+000

51000 0.00 5.11

51020 20.00 0.00 3.38 0.0 84.9 0.0 84.9 0.0 0.0 0.0

51040 20.00 2.39 1.49 23.9 48.7 19.1 29.6 23.9 0.0 0.0

51060 20.00 1.21 1.45 35.9 29.3 28.7 0.6 35.9 0.0 0.0

51070 10.00 1.18 1.58 11.9 15.1 9.5 5.6 11.9 0.0 0.0

51080 10.00 1.65 1.52 14.1 15.5 11.3 4.2 14.1 0.0 0.0

51090 10.00 0.63 1.50 11.4 15.1 9.1 6.0 11.4 0.0 0.0

51100 10.00 0.00 1.72 3.2 16.1 2.6 13.5 3.2 0.0 0.0

51120 20.00 2.07 2.21 20.7 39.2 16.6 22.6 20.7 0.0 0.0

51140 20.00 1.53 2.94 36.0 51.4 28.8 22.6 36.0 0.0 0.0

51150 10.00 1.73 2.46 16.3 27.0 13.0 14.0 16.3 0.0 0.0

51160 10.00 0.99 1.61 13.6 20.3 10.9 9.4 13.6 0.0 0.0

51170 10.00 0.11 1.24 5.5 14.2 4.4 9.8 5.5 0.0 0.0

51180 10.00 0.15 1.01 1.3 11.2 1.0 10.2 1.3 0.0 0.0

51200 20.00 0.95 0.72 11.0 17.4 8.8 8.6 11.0 0.0 0.0

51220 20.00 2.51 1.19 34.5 19.1 19.1 0.0 34.5 0.0 0.0

51240 20.00 0.02 3.03 25.2 42.1 20.2 21.9 25.2 0.0 0.0

51260 20.00 0.00 9.08 0.2 121.1 0.2 120.9 0.2 0.0 0.0

51280 20.00 0.00 15.47 0.0 245.5 0.0 245.5 0.0 0.0 0.0

51300 20.00 0.00 19.50 0.0 349.7 0.0 349.7 0.0 0.0 0.0

51320 20.00 0.00 15.20 0.0 347.0 0.0 347.0 0.0 0.0 0.0

51340 20.00 0.00 17.54 0.0 327.5 0.0 327.5 0.0 0.0 0.0

51360 20.00 0.00 18.92 0.0 364.6 0.0 364.6 0.0 0.0 0.0

51380 20.00 0.00 17.67 0.0 365.9 0.0 365.9 0.0 0.0 0.0

51400 20.00 0.00 15.88 0.0 335.5 0.0 335.5 0.0 0.0 0.0

51420 20.00 0.00 18.42 0.0 343.0 0.0 343.0 0.0 0.0 0.0

51440 20.00 0.00 10.69 0.0 291.1 0.0 291.1 0.0 0.0 0.0

51460 20.00 0.00 5.24 0.0 159.3 0.0 159.3 0.0 0.0 0.0

51480 20.00 3.73 0.05 37.3 52.8 29.8 23.0 37.3 0.0 0.0

51500 20.00 8.71 0.00 124.4 0.5 0.0 0.5 124.4 0.0 0.0

51520 20.00 8.08 0.00 167.9 0.0 0.0 0.0 167.9 0.0 0.0

51540 20.00 8.73 0.00 168.1 0.0 0.0 0.0 168.1 0.0 0.0

51560 20.00 7.74 0.00 164.7 0.0 0.0 0.0 164.7 0.0 0.0

51580 20.00 7.05 0.00 147.9 0.0 0.0 0.0 147.9 0.0 0.0

51600 20.00 6.05 0.00 131.0 0.0 0.0 0.0 131.0 0.0 0.0

51620 20.00 4.41 0.00 104.7 0.0 0.0 0.0 104.7 0.0 0.0

51640 20.00 1.40 0.97 58.2 9.8 9.8 58.2 0.0 0.0

51660 20.00 0.62 2.07 20.2 30.5 30.5 20.2 0.0 0.0

51680 20.00 0.13 3.23 7.4 53.0 53.0 7.4 0.0 0.0

51700 20.00 0.24 3.72 3.6 69.5 69.5 3.6 0.0 0.0

51720 20.00 0.16 4.44 4.0 81.5 40.7 40.8 4.0 0.0 0.0

51740 20.00 0.00 6.31 1.6 107.5 106.2 1.3 1.6 0.0 0.0

51760 20.00 0.00 11.40 0.0 177.1 177.1 0.0 0.0 0.0

51780 20.00 0.00 10.74 0.0 221.5 0.0 221.5 0.0 0.0 0.0

51800 20.00 0.00 13.88 0.0 246.2 0.0 246.2 0.0 0.0 0.0

51820 20.00 0.00 10.37 0.0 242.4 0.0 242.4 0.0 0.0 0.0

51840 20.00 0.00 8.34 0.0 187.0 0.0 187.0 0.0 0.0 0.0

51860 20.00 0.00 9.09 0.0 174.2 0.0 174.2 0.0 0.0 0.0

51880 20.00 0.00 9.52 0.0 186.1 0.0 186.1 0.0 0.0 0.0

51900 20.00 0.00 10.18 0.0 197.0 0.0 197.0 0.0 0.0 0.0

51920 20.00 0.00 9.00 0.0 191.8 0.0 191.8 0.0 0.0 0.0

51940 20.00 0.00 10.09 0.0 191.0 0.0 191.0 0.0 0.0 0.0

51960 20.00 0.00 10.49 0.0 205.8 0.0 205.8 0.0 0.0 0.0

Page 23: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

51980 20.00 0.00 10.16 0.0 206.4 0.0 206.4 0.0 0.0 0.0

52000 20.00 0.00 10.53 0.0 206.8 0.0 206.8 0.0 0.0 0.0

TOTALES 1,405.7 6,755.2 233.1 6,317.2 204.9 1,405.7 0.0 0.0

KM 052+000 A KM 053+000

52000 0.00 10.53

52020 20.00 0.00 10.32 0.0 208.4 0.0 208.4 0.0 0.0 0.0

52040 20.00 0.00 10.50 0.0 208.2 0.0 208.2 0.0 0.0 0.0

52060 20.00 0.00 10.87 0.0 213.7 0.0 213.7 0.0 0.0 0.0

52080 20.00 0.00 10.79 0.0 216.7 0.0 216.7 0.0 0.0 0.0

52100 20.00 0.00 11.49 0.0 222.9 0.0 222.9 0.0 0.0 0.0

52120 20.00 0.00 11.74 0.0 232.3 0.0 232.3 0.0 0.0 0.0

52140 20.00 0.00 9.59 0.0 213.3 0.0 213.3 0.0 0.0 0.0

52160 20.00 0.00 9.89 0.0 194.8 0.0 194.8 0.0 0.0 0.0

52180 20.00 0.00 10.05 0.0 199.4 0.0 199.4 0.0 0.0 0.0

52200 20.00 0.00 10.09 0.0 201.4 0.0 201.4 0.0 0.0 0.0

52220 20.00 0.00 10.52 0.0 206.0 0.0 206.0 0.0 0.0 0.0

52240 20.00 0.00 9.93 0.0 204.5 0.0 204.5 0.0 0.0 0.0

52260 20.00 0.00 9.91 0.0 198.4 0.0 198.4 0.0 0.0 0.0

52280 20.00 0.00 10.09 0.0 199.9 0.0 199.9 0.0 0.0 0.0

52300 20.00 0.00 10.26 0.0 203.5 0.0 203.5 0.0 0.0 0.0

52320 20.00 0.00 13.72 0.0 239.9 0.0 239.9 0.0 0.0 0.0

52340 20.00 0.00 13.53 0.0 272.5 0.0 272.5 0.0 0.0 0.0

52360 20.00 0.00 14.20 0.0 277.2 0.0 277.2 0.0 0.0 0.0

52380 20.00 0.00 14.33 0.0 285.2 0.0 285.2 0.0 0.0 0.0

52400 20.00 0.00 13.47 0.0 278.0 0.0 278.0 0.0 0.0 0.0

52412 12.00 0.00 16.98 0.0 182.7 0.0 182.7 0.0 0.0 0.0

52420 8.00 0.00 13.53 0.0 122.0 0.0 122.0 0.0 0.0 0.0

52440 20.00 0.00 13.39 0.0 269.3 0.0 269.3 0.0 0.0 0.0

52460 20.00 0.00 10.42 0.0 238.1 0.0 238.1 0.0 0.0 0.0

52480 20.00 0.00 9.28 0.0 197.0 0.0 197.0 0.0 0.0 0.0

52500 20.00 0.00 10.49 0.0 197.7 0.0 197.7 0.0 0.0 0.0

52520 20.00 0.00 14.74 0.0 252.3 0.0 252.3 0.0 0.0 0.0

52540 20.00 0.00 13.60 0.0 283.3 0.0 283.3 0.0 0.0 0.0

52560 20.00 0.00 11.41 0.0 250.1 0.0 250.1 0.0 0.0 0.0

52580 20.00 0.00 9.73 0.0 211.4 0.0 211.4 0.0 0.0 0.0

52600 20.00 0.00 8.55 0.0 182.8 0.0 182.8 0.0 0.0 0.0

52620 20.00 0.00 7.70 0.0 162.5 0.0 162.5 0.0 0.0 0.0

52640 20.00 0.00 7.44 0.0 151.4 0.0 151.4 0.0 0.0 0.0

52660 20.00 0.00 8.90 0.0 163.4 0.0 163.4 0.0 0.0 0.0

52680 20.00 0.00 9.33 0.0 182.3 0.0 182.3 0.0 0.0 0.0

52700 20.00 0.00 9.57 0.0 188.9 0.0 188.9 0.0 0.0 0.0

52720 20.00 0.00 7.70 0.0 172.7 0.0 172.7 0.0 0.0 0.0

52740 20.00 0.00 8.05 0.0 157.5 0.0 157.5 0.0 0.0 0.0

52760 20.00 0.00 8.39 0.0 164.4 0.0 164.4 0.0 0.0 0.0

52780 20.00 0.00 8.18 0.0 165.7 0.0 165.7 0.0 0.0 0.0

52800 20.00 0.00 8.87 0.0 170.5 0.0 170.5 0.0 0.0 0.0

52820 20.00 0.00 9.28 0.0 181.5 0.0 181.5 0.0 0.0 0.0

52840 20.00 0.00 9.64 0.0 189.2 0.0 189.2 0.0 0.0 0.0

52860 20.00 0.00 9.92 0.0 195.6 0.0 195.6 0.0 0.0 0.0

52880 20.00 0.00 10.58 0.0 205.0 0.0 205.0 0.0 0.0 0.0

52900 20.00 0.00 11.75 0.0 223.3 0.0 223.3 0.0 0.0 0.0

52920 20.00 0.00 12.69 0.0 244.4 0.0 244.4 0.0 0.0 0.0

52940 20.00 0.00 12.44 0.0 251.3 0.0 251.3 0.0 0.0 0.0

52960 20.00 0.00 11.36 0.0 238.0 0.0 238.0 0.0 0.0 0.0

52980 20.00 0.00 11.00 0.0 223.7 0.0 223.7 0.0 0.0 0.0

53000 20.00 0.00 9.93 0.0 209.3 0.0 209.3 0.0 0.0 0.0

TOTALES 0.0 10,703.5 0.0 10,703.5 0.0 0.0 0.0

KM 053+000 A KM 054+000

53000 0.00 9.93

53020 20.00 0.00 10.11 0.0 200.4 0.0 200.4 0.0 0.0 0.0

53040 20.00 0.00 10.18 0.0 202.8 0.0 202.8 0.0 0.0 0.0

53060 20.00 0.00 10.84 0.0 210.2 0.0 210.2 0.0 0.0 0.0

Page 24: EXPLANACIONES

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

53080 20.00 0.00 12.06 0.0 229.0 0.0 229.0 0.0 0.0 0.0

53100 20.00 0.00 12.94 0.0 250.0 0.0 250.0 0.0 0.0 0.0

53120 20.00 0.00 13.61 0.0 265.5 0.0 265.5 0.0 0.0 0.0

53140 20.00 0.00 14.39 0.0 280.0 0.0 280.0 0.0 0.0 0.0

53160 20.00 0.00 14.13 0.0 285.1 0.0 285.1 0.0 0.0 0.0

53180 20.00 0.00 15.34 0.0 294.7 0.0 294.7 0.0 0.0 0.0

53200 20.00 0.00 14.86 0.0 302.1 0.0 302.1 0.0 0.0 0.0

53220 20.00 0.00 13.03 0.0 279.0 0.0 279.0 0.0 0.0 0.0

53240 20.00 0.00 13.27 0.0 263.0 0.0 263.0 0.0 0.0 0.0

53260 20.00 0.00 12.60 0.0 258.6 0.0 258.6 0.0 0.0 0.0

53280 20.00 0.00 12.19 0.0 247.9 0.0 247.9 0.0 0.0 0.0

53300 20.00 0.00 11.34 0.0 235.3 0.0 235.3 0.0 0.0 0.0

53320 20.00 0.00 11.60 0.0 229.3 0.0 229.3 0.0 0.0 0.0

53340 20.00 0.00 10.20 0.0 217.9 0.0 217.9 0.0 0.0 0.0

53360 20.00 0.00 10.33 0.0 205.3 0.0 205.3 0.0 0.0 0.0

53380 20.00 0.00 10.50 0.0 208.3 0.0 208.3 0.0 0.0 0.0

53400 20.00 0.00 11.24 0.0 217.4 0.0 217.4 0.0 0.0 0.0

53420 20.00 0.00 11.75 0.0 229.8 0.0 229.8 0.0 0.0 0.0

53440 20.00 0.00 13.06 0.0 248.0 0.0 248.0 0.0 0.0 0.0

53460 20.00 0.00 12.40 0.0 254.5 0.0 254.5 0.0 0.0 0.0

53480 20.00 0.00 13.44 0.0 258.4 0.0 258.4 0.0 0.0 0.0

53500 20.00 0.00 13.59 0.0 270.3 0.0 270.3 0.0 0.0 0.0

53520 20.00 0.00 13.13 0.0 267.3 0.0 267.3 0.0 0.0 0.0

53540 20.00 0.00 13.31 0.0 264.5 0.0 264.5 0.0 0.0 0.0

53560 20.00 0.00 14.58 0.0 279.0 0.0 279.0 0.0 0.0 0.0

53580 20.00 0.00 13.99 0.0 285.8 0.0 285.8 0.0 0.0 0.0

53600 20.00 0.00 13.90 0.0 278.9 0.0 278.9 0.0 0.0 0.0

53620 20.00 0.00 12.94 0.0 268.4 0.0 268.4 0.0 0.0 0.0

53640 20.00 0.00 14.06 0.0 269.9 0.0 269.9 0.0 0.0 0.0

53660 20.00 0.00 13.38 0.0 274.4 0.0 274.4 0.0 0.0 0.0

53680 20.00 0.00 13.02 0.0 264.0 0.0 264.0 0.0 0.0 0.0

53700 20.00 0.00 12.90 0.0 259.2 0.0 259.2 0.0 0.0 0.0

53720 20.00 0.00 13.84 0.0 267.4 0.0 267.4 0.0 0.0 0.0

53740 20.00 0.00 13.22 0.0 270.6 0.0 270.6 0.0 0.0 0.0

53760 20.00 0.00 13.27 0.0 264.9 0.0 264.9 0.0 0.0 0.0

53780 20.00 0.00 12.70 0.0 259.7 0.0 259.7 0.0 0.0 0.0

53800 20.00 0.00 12.03 0.0 247.3 0.0 247.3 0.0 0.0 0.0

53820 20.00 0.00 12.73 0.0 247.6 0.0 247.6 0.0 0.0 0.0

53823 3.00 0.00 16.49 0.0 43.8 0.0 43.8 0.0 0.0 0.0

53840 17.00 0.00 11.34 0.0 236.6 0.0 236.6 0.0 0.0 0.0

53860 20.00 0.00 11.42 0.0 227.6 0.0 227.6 0.0 0.0 0.0

53880 20.00 0.00 11.77 0.0 231.9 0.0 231.9 0.0 0.0 0.0

53900 20.00 0.00 11.81 0.0 235.8 0.0 235.8 0.0 0.0 0.0

53920 20.00 0.00 11.25 0.0 230.6 0.0 230.6 0.0 0.0 0.0

53940 20.00 0.00 13.01 0.0 242.6 0.0 242.6 0.0 0.0 0.0

53960 20.00 0.00 13.11 0.0 261.2 0.0 261.2 0.0 0.0 0.0

53980 20.00 0.00 14.06 0.0 271.7 0.0 271.7 0.0 0.0 0.0

54000 20.00 0.00 12.16 0.0 262.2 0.0 262.2 0.0 0.0 0.0

TOTALES 0.0 12,655.7 0.0 12,655.7 0.0 0.0 0.0

KM 054+000 A KM 055+000

54000 0.00 12.16

54020 20.00 0.00 12.02 0.0 241.8 0.0 0.0 241.8 0.0 0.0 0.0

54040 20.00 0.00 11.79 0.0 238.1 0.0 0.0 238.1 0.0 0.0 0.0

54060 20.00 0.00 11.98 0.0 237.7 0.0 0.0 237.7 0.0 0.0 0.0

54080 20.00 0.00 11.07 0.0 230.6 0.0 0.0 230.6 0.0 0.0 0.0

54100 20.00 0.00 12.47 0.0 235.4 0.0 0.0 235.4 0.0 0.0 0.0

54120 20.00 0.00 11.13 0.0 236.0 0.0 0.0 236.0 0.0 0.0 0.0

54140 20.00 0.00 11.52 0.0 226.5 0.0 0.0 226.5 0.0 0.0 0.0

54160 20.00 0.00 11.02 0.0 225.3 0.0 0.0 225.3 0.0 0.0 0.0

54180 20.00 0.00 12.69 0.0 237.1 0.0 0.0 237.1 0.0 0.0 0.0

54200 20.00 0.00 12.76 0.0 254.5 0.0 0.0 254.5 0.0 0.0 0.0

54220 20.00 0.00 12.90 0.0 256.6 0.0 0.0 256.6 0.0 0.0 0.0

Page 25: EXPLANACIONES

25/74

METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

54240 20.00 0.00 12.81 0.0 257.1 0.0 0.0 257.1 0.0 0.0 0.0

54260 20.00 0.00 12.61 0.0 254.2 0.0 0.0 254.2 0.0 0.0 0.0

54280 20.00 0.00 12.55 0.0 251.6 0.0 0.0 251.6 0.0 0.0 0.0

54300 20.00 0.00 13.56 0.0 261.2 0.0 0.0 261.2 0.0 0.0 0.0

54320 20.00 0.00 13.15 0.0 267.1 0.0 0.0 267.1 0.0 0.0 0.0

54340 20.00 0.00 14.26 0.0 274.1 0.0 0.0 274.1 0.0 0.0 0.0

54360 20.00 0.00 13.93 0.0 281.9 0.0 0.0 281.9 0.0 0.0 0.0

54380 20.00 0.00 15.18 0.0 291.1 0.0 0.0 291.1 0.0 0.0 0.0

54400 20.00 0.00 14.80 0.0 299.8 0.0 0.0 299.8 0.0 0.0 0.0

54420 20.00 0.00 13.99 0.0 287.9 0.0 0.0 287.9 0.0 0.0 0.0

54431.5 11.50 0.00 17.15 0.0 179.1 0.0 0.0 179.1 0.0 0.0 0.0

54440 8.50 0.00 13.74 0.0 131.3 0.0 0.0 131.3 0.0 0.0 0.0

54460 20.00 0.00 15.11 0.0 288.5 0.0 0.0 288.5 0.0 0.0 0.0

54480 20.00 0.00 12.93 0.0 280.4 0.0 0.0 280.4 0.0 0.0 0.0

54500 20.00 0.00 12.73 0.0 256.6 0.0 0.0 256.6 0.0 0.0 0.0

54520 20.00 0.00 11.96 0.0 246.9 0.0 0.0 246.9 0.0 0.0 0.0

54540 20.00 0.00 12.14 0.0 241.1 0.0 0.0 241.1 0.0 0.0 0.0

54560 20.00 0.00 11.70 0.0 238.4 0.0 0.0 238.4 0.0 0.0 0.0

54580 20.00 0.00 12.77 0.0 244.7 0.0 0.0 244.7 0.0 0.0 0.0

54600 20.00 0.00 14.87 0.0 276.4 0.0 0.0 276.4 0.0 0.0 0.0

54620 20.00 0.00 14.40 0.0 292.7 0.0 0.0 292.7 0.0 0.0 0.0

54640 20.00 0.00 13.82 0.0 282.2 0.0 0.0 282.2 0.0 0.0 0.0

54660 20.00 0.00 12.46 0.0 262.8 0.0 0.0 262.8 0.0 0.0 0.0

54670 10.00 0.00 12.66 0.0 125.6 0.0 0.0 125.6 0.0 0.0 0.0

54680 10.00 0.00 16.82 0.0 147.4 0.0 0.0 147.4 0.0 0.0 0.0

54690 10.00 0.00 19.48 0.0 181.5 0.0 0.0 181.5 0.0 0.0 0.0

54700 10.00 0.00 19.62 0.0 195.5 0.0 0.0 195.5 0.0 0.0 0.0

54720 20.00 0.00 19.93 0.0 395.5 0.0 0.0 395.5 0.0 0.0 0.0

54740 20.00 0.00 12.54 0.0 324.7 0.0 0.0 324.7 0.0 0.0 0.0

54760 20.00 0.00 11.72 0.0 242.6 0.0 0.0 242.6 0.0 0.0 0.0

54780 20.00 0.00 11.74 0.0 234.5 0.0 0.0 234.5 0.0 0.0 0.0

54800 20.00 0.00 11.55 0.0 232.8 0.0 0.0 232.8 0.0 0.0 0.0

54820 20.00 0.00 11.75 0.0 233.0 0.0 0.0 233.0 0.0 0.0 0.0

54840 20.00 0.00 11.31 0.0 230.6 0.0 0.0 230.6 0.0 0.0 0.0

54860 20.00 0.00 12.27 0.0 235.8 0.0 0.0 235.8 0.0 0.0 0.0

54880 20.00 0.00 11.78 0.0 240.4 0.0 0.0 240.4 0.0 0.0 0.0

54900 20.00 0.00 12.01 0.0 237.8 0.0 0.0 237.8 0.0 0.0 0.0

54920 20.00 0.00 12.46 0.0 244.7 0.0 0.0 244.7 0.0 0.0 0.0

54940 20.00 0.00 13.23 0.0 256.9 0.0 0.0 256.9 0.0 0.0 0.0

54960 20.00 0.00 13.48 0.0 267.1 0.0 0.0 267.1 0.0 0.0 0.0

54980 20.00 0.00 12.10 0.0 255.8 0.0 0.0 255.8 0.0 0.0 0.0

55000 20.00 0.00 12.62 0.0 247.2 0.0 0.0 247.2 0.0 0.0 0.0

TOTALES 0.0 13,096.1 0.0 0.0 13,096.1 0.0 0.0 0.0

KM 055+000 A KM 056+000

55000 0.00 12.62

55020 20.00 0.00 12.79 0.0 254.1 0.0 0.0 254.1 0.0 0.0 0.0

55040 20.00 0.00 12.66 0.0 254.4 0.0 0.0 254.4 0.0 0.0 0.0

55060 20.00 0.00 13.19 0.0 258.4 0.0 0.0 258.4 0.0 0.0 0.0

55080 20.00 0.00 12.91 0.0 260.9 0.0 0.0 260.9 0.0 0.0 0.0

55100 20.00 0.00 13.62 0.0 265.2 0.0 0.0 265.2 0.0 0.0 0.0

55120 20.00 0.00 13.04 0.0 266.6 0.0 0.0 266.6 0.0 0.0 0.0

55140 20.00 0.00 13.49 0.0 265.2 0.0 0.0 265.2 0.0 0.0 0.0

55160 20.00 0.00 13.42 0.0 269.0 0.0 0.0 269.0 0.0 0.0 0.0

55180 20.00 0.00 13.25 0.0 266.6 0.0 0.0 266.6 0.0 0.0 0.0

55200 20.00 0.00 12.87 0.0 261.2 0.0 0.0 261.2 0.0 0.0 0.0

55220 20.00 0.00 13.07 0.0 259.4 0.0 0.0 259.4 0.0 0.0 0.0

55240 20.00 0.00 12.50 0.0 255.7 0.0 0.0 255.7 0.0 0.0 0.0

55260 20.00 0.00 12.62 0.0 251.2 0.0 0.0 251.2 0.0 0.0 0.0

55280 20.00 0.00 12.28 0.0 249.0 0.0 0.0 249.0 0.0 0.0 0.0

55300 20.00 0.00 12.50 0.0 247.9 0.0 0.0 247.9 0.0 0.0 0.0

55320 20.00 0.00 11.99 0.0 244.9 0.0 0.0 244.9 0.0 0.0 0.0

55340 20.00 0.00 11.03 0.0 230.2 0.0 0.0 230.2 0.0 0.0 0.0

Page 26: EXPLANACIONES

26/74

METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

55360 20.00 0.00 11.01 0.0 220.4 0.0 0.0 220.4 0.0 0.0 0.0

55380 20.00 0.00 10.94 0.0 219.4 0.0 0.0 219.4 0.0 0.0 0.0

55400 20.00 0.00 10.21 0.0 211.5 0.0 0.0 211.5 0.0 0.0 0.0

55420 20.00 0.00 11.12 0.0 213.3 0.0 0.0 213.3 0.0 0.0 0.0

55440 20.00 0.00 11.53 0.0 226.5 0.0 0.0 226.5 0.0 0.0 0.0

55460 20.00 0.00 11.58 0.0 231.0 0.0 0.0 231.0 0.0 0.0 0.0

55480 20.00 0.00 11.12 0.0 227.0 0.0 0.0 227.0 0.0 0.0 0.0

55500 20.00 0.00 11.75 0.0 228.7 0.0 0.0 228.7 0.0 0.0 0.0

55520 20.00 0.00 10.96 0.0 227.1 0.0 0.0 227.1 0.0 0.0 0.0

55540 20.00 0.00 10.36 0.0 213.2 0.0 0.0 213.2 0.0 0.0 0.0

55560 20.00 0.00 10.48 0.0 208.4 0.0 0.0 208.4 0.0 0.0 0.0

55580 20.00 0.00 10.75 0.0 212.3 0.0 0.0 212.3 0.0 0.0 0.0

55600 20.00 0.00 10.26 0.0 210.1 0.0 0.0 210.1 0.0 0.0 0.0

55620 20.00 0.00 10.22 0.0 204.9 0.0 0.0 204.9 0.0 0.0 0.0

55640 20.00 0.00 10.58 0.0 208.0 0.0 0.0 208.0 0.0 0.0 0.0

55660 20.00 0.00 10.77 0.0 213.5 0.0 0.0 213.5 0.0 0.0 0.0

55680 20.00 0.00 11.62 0.0 223.9 0.0 0.0 223.9 0.0 0.0 0.0

55700 20.00 0.00 11.45 0.0 230.7 0.0 0.0 230.7 0.0 0.0 0.0

55720 20.00 0.00 12.14 0.0 235.9 0.0 0.0 235.9 0.0 0.0 0.0

55740 20.00 0.00 12.86 0.0 250.0 0.0 0.0 250.0 0.0 0.0 0.0

55760 20.00 0.00 13.43 0.0 263.0 0.0 0.0 263.0 0.0 0.0 0.0

55780 20.00 0.00 12.96 0.0 263.9 0.0 0.0 263.9 0.0 0.0 0.0

55800 20.00 0.00 12.80 0.0 257.6 0.0 0.0 257.6 0.0 0.0 0.0

55820 20.00 0.00 13.63 0.0 264.3 0.0 0.0 264.3 0.0 0.0 0.0

55840 20.00 0.00 14.04 0.0 276.6 0.0 0.0 276.6 0.0 0.0 0.0

55860 20.00 0.00 14.25 0.0 282.9 0.0 0.0 282.9 0.0 0.0 0.0

55880 20.00 0.00 14.55 0.0 288.1 0.0 0.0 288.1 0.0 0.0 0.0

55900 20.00 0.00 14.79 0.0 293.4 0.0 0.0 293.4 0.0 0.0 0.0

55920 20.00 0.00 14.71 0.0 295.0 0.0 0.0 295.0 0.0 0.0 0.0

55940 20.00 0.00 12.71 0.0 274.2 0.0 0.0 274.2 0.0 0.0 0.0

55960 20.00 0.00 14.11 0.0 268.2 0.0 0.0 268.2 0.0 0.0 0.0

55980 20.00 0.00 13.90 0.0 280.1 0.0 0.0 280.1 0.0 0.0 0.0

56000 20.00 0.00 15.37 0.0 292.7 0.0 0.0 292.7 0.0 0.0 0.0

TOTALES 0.0 12,375.7 0.0 0.0 12,375.7 0.0 0.0 0.0

KM 056+000 A KM 057+000

56000 0.00 15.37

56020 20.00 0.00 15.62 0.0 310.0 0.0 0.0 310.0 0.0 0.0 0.0

56040 20.00 0.00 16.67 0.0 322.9 0.0 0.0 322.9 0.0 0.0 0.0

56060 20.00 0.00 15.68 0.0 323.4 0.0 0.0 323.4 0.0 0.0 0.0

56080 20.00 0.00 15.78 0.0 314.6 0.0 0.0 314.6 0.0 0.0 0.0

56100 20.00 0.00 15.77 0.0 315.5 0.0 0.0 315.5 0.0 0.0 0.0

56120 20.00 0.00 16.32 0.0 320.8 0.0 0.0 320.8 0.0 0.0 0.0

56140 20.00 0.00 15.91 0.0 322.2 0.0 0.0 322.2 0.0 0.0 0.0

56160 20.00 0.00 15.87 0.0 317.8 0.0 0.0 317.8 0.0 0.0 0.0

56180 20.00 0.00 16.89 0.0 327.5 0.0 0.0 327.5 0.0 0.0 0.0

56200 20.00 0.00 13.72 0.0 306.1 0.0 0.0 306.1 0.0 0.0 0.0

56220 20.00 0.00 18.85 0.0 325.7 0.0 0.0 325.7 0.0 0.0 0.0

56240 20.00 0.00 18.58 0.0 374.3 0.0 0.0 374.3 0.0 0.0 0.0

56260 20.00 0.00 18.25 0.0 368.2 0.0 0.0 368.2 0.0 0.0 0.0

56280 20.00 0.00 18.52 0.0 367.7 0.0 0.0 367.7 0.0 0.0 0.0

56300 20.00 0.00 18.61 0.0 371.3 0.0 0.0 371.3 0.0 0.0 0.0

56320 20.00 0.00 18.50 0.0 371.1 0.0 0.0 371.1 0.0 0.0 0.0

56340 20.00 0.00 17.52 0.0 360.3 0.0 0.0 360.3 0.0 0.0 0.0

56360 20.00 0.00 17.52 0.0 350.5 0.0 0.0 350.5 0.0 0.0 0.0

56380 20.00 0.00 17.06 0.0 345.8 0.0 0.0 345.8 0.0 0.0 0.0

56400 20.00 0.00 17.34 0.0 343.9 0.0 0.0 343.9 0.0 0.0 0.0

56420 20.00 0.00 16.37 0.0 337.0 0.0 0.0 337.0 0.0 0.0 0.0

56440 20.00 0.00 15.53 0.0 319.0 0.0 0.0 319.0 0.0 0.0 0.0

56460 20.00 0.00 16.82 0.0 323.5 0.0 0.0 323.5 0.0 0.0 0.0

56480 20.00 0.00 16.44 0.0 332.6 0.0 0.0 332.6 0.0 0.0 0.0

56500 20.00 0.00 15.35 0.0 317.9 0.0 0.0 317.9 0.0 0.0 0.0

56520 20.00 0.00 16.22 0.0 315.6 0.0 0.0 315.6 0.0 0.0 0.0

Page 27: EXPLANACIONES

27/74

METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

56540 20.00 0.00 16.26 0.0 324.8 0.0 0.0 324.8 0.0 0.0 0.0

56560 20.00 0.00 15.15 0.0 314.1 0.0 0.0 314.1 0.0 0.0 0.0

56580 20.00 0.00 16.59 0.0 317.4 0.0 0.0 317.4 0.0 0.0 0.0

56600 20.00 0.00 16.75 0.0 333.5 0.0 0.0 333.5 0.0 0.0 0.0

56620 20.00 0.00 16.85 0.0 336.1 0.0 0.0 336.1 0.0 0.0 0.0

56640 20.00 0.00 16.15 0.0 330.0 0.0 0.0 330.0 0.0 0.0 0.0

56660 20.00 0.00 15.24 0.0 313.8 0.0 0.0 313.8 0.0 0.0 0.0

56680 20.00 0.00 14.77 0.0 300.1 0.0 0.0 300.1 0.0 0.0 0.0

56700 20.00 0.00 15.03 0.0 298.0 0.0 0.0 298.0 0.0 0.0 0.0

56720 20.00 0.00 14.22 0.0 292.5 0.0 0.0 292.5 0.0 0.0 0.0

56740 20.00 0.00 14.62 0.0 288.4 0.0 0.0 288.4 0.0 0.0 0.0

56760 20.00 0.00 13.39 0.0 280.1 0.0 0.0 280.1 0.0 0.0 0.0

56780 20.00 0.00 12.47 0.0 258.5 0.0 0.0 258.5 0.0 0.0 0.0

56800 20.00 0.00 11.14 0.0 236.1 0.0 0.0 236.1 0.0 0.0 0.0

56820 20.00 0.00 10.32 0.0 214.6 0.0 0.0 214.6 0.0 0.0 0.0

56840 20.00 0.00 8.80 0.0 191.2 0.0 0.0 191.2 0.0 0.0 0.0

56860 20.00 0.00 11.97 0.0 207.8 0.0 0.0 207.8 0.0 0.0 0.0

56880 20.00 0.00 11.69 0.0 236.6 0.0 0.0 236.6 0.0 0.0 0.0

56900 20.00 0.00 11.02 0.0 227.0 0.0 0.0 227.0 0.0 0.0 0.0

56920 20.00 0.00 11.35 0.0 223.7 0.0 0.0 223.7 0.0 0.0 0.0

56940 20.00 0.00 11.50 0.0 228.6 0.0 0.0 228.6 0.0 0.0 0.0

56960 20.00 0.00 12.53 0.0 240.3 0.0 0.0 240.3 0.0 0.0 0.0

56980 20.00 0.00 11.15 0.0 236.8 0.0 0.0 236.8 0.0 0.0 0.0

57000 20.00 0.00 10.45 0.0 216.1 0.0 0.0 216.1 0.0 0.0 0.0

TOTALES 0.0 15,151.3 0.0 0.0 15,151.3 0.0 0.0 0.0

KM 057+000 A KM 058+000

57000 0.00 10.45

57020 20.00 0.00 10.17 0.0 206.3 0.0 0.0 206.3 0.0 0.0 0.0

57040 20.00 0.00 9.15 0.0 193.2 0.0 0.0 193.2 0.0 0.0 0.0

57060 20.00 0.00 8.99 0.0 181.3 0.0 0.0 181.3 0.0 0.0 0.0

57080 20.00 0.00 8.63 0.0 176.2 0.0 0.0 176.2 0.0 0.0 0.0

57100 20.00 0.00 10.44 0.0 190.7 0.0 0.0 190.7 0.0 0.0 0.0

57120 20.00 0.00 10.08 0.0 205.2 0.0 0.0 205.2 0.0 0.0 0.0

57140 20.00 0.00 9.89 0.0 199.7 0.0 0.0 199.7 0.0 0.0 0.0

57160 20.00 0.00 9.81 0.0 196.9 0.0 0.0 196.9 0.0 0.0 0.0

57180 20.00 0.00 9.96 0.0 197.6 0.0 0.0 197.6 0.0 0.0 0.0

57200 20.00 0.00 9.37 0.0 193.3 0.0 0.0 193.3 0.0 0.0 0.0

57220 20.00 0.00 8.26 0.0 176.4 0.0 0.0 176.4 0.0 0.0 0.0

57240 20.00 0.00 6.38 0.0 146.4 0.0 0.0 146.4 0.0 0.0 0.0

57260 20.00 0.00 5.15 0.0 115.3 0.0 0.0 115.3 0.0 0.0 0.0

57280 20.00 0.00 3.23 0.0 83.8 0.0 0.0 83.8 0.0 0.0 0.0

57300 20.00 0.24 1.74 2.4 49.7 1.9 0.0 47.8 2.4 0.0 0.0

57320 20.00 0.68 0.95 9.3 26.8 7.4 0.0 19.4 9.3 0.0 0.0

57340 20.00 1.14 0.53 18.2 14.8 14.6 0.0 0.2 18.2 0.0 0.0

57360 20.00 0.89 0.14 20.2 6.7 6.7 0.0 20.2 0.0 0.0

57380 20.00 0.76 0.07 16.4 2.1 2.1 0.0 16.4 0.0 0.0

57400 20.00 1.26 0.03 20.1 1.0 1.0 0.0 20.1 0.0 0.0

57420 20.00 1.46 0.00 27.2 0.3 0.3 0.0 27.2 0.0 0.0

57440 20.00 0.98 0.00 24.5 0.0 0.0 0.0 24.5 0.0 0.0

57460 20.00 0.07 0.19 10.5 1.9 1.9 0.0 10.5 0.0 0.0

57480 20.00 0.00 1.60 0.7 17.9 17.9 0.0 0.7 0.0 0.0

57500 20.00 0.00 2.53 0.0 41.3 41.3 0.0 0.0 0.0 0.0

57520 20.00 0.00 4.62 0.0 71.5 25.0 46.5 0.0 0.0 0.0

57540 20.00 0.00 6.21 0.0 108.3 0.0 0.0 108.3 0.0 0.0 0.0

57560 20.00 0.00 7.36 0.0 135.8 0.0 0.0 135.8 0.0 0.0 0.0

57580 20.00 0.00 6.03 0.0 133.9 0.0 0.0 133.9 0.0 0.0 0.0

57600 20.00 0.00 4.11 0.0 101.4 0.0 0.0 101.4 0.0 0.0 0.0

57620 20.00 0.05 1.80 0.5 59.2 0.4 0.0 58.8 0.5 0.0 0.0

57640 20.00 0.20 0.80 2.5 26.0 2.0 0.0 24.0 2.5 0.0 0.0

57660 20.00 0.56 0.27 7.6 10.6 6.1 0.0 4.5 7.6 0.0 0.0

57680 20.00 0.35 0.17 9.1 4.4 4.4 0.0 0.0 9.1 0.0 0.0

57700 20.00 0.21 0.31 5.5 4.8 4.4 0.0 0.4 5.5 0.0 0.0

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

57720 20.00 0.00 2.24 2.1 25.5 1.7 0.0 23.8 2.1 0.0 0.0

57740 20.00 0.00 3.93 0.0 61.7 0.0 0.0 61.7 0.0 0.0 0.0

57760 20.00 0.00 4.97 0.0 88.9 0.0 0.0 88.9 0.0 0.0 0.0

57780 20.00 0.00 5.55 0.0 105.1 0.0 0.0 105.1 0.0 0.0 0.0

57800 20.00 0.00 6.93 0.0 124.8 0.0 0.0 124.8 0.0 0.0 0.0

57820 20.00 0.00 6.88 0.0 138.1 0.0 0.0 138.1 0.0 0.0 0.0

57840 20.00 0.00 6.49 0.0 133.7 0.0 0.0 133.7 0.0 0.0 0.0

57860 20.00 0.00 6.83 0.0 133.2 0.0 0.0 133.2 0.0 0.0 0.0

57880 20.00 0.00 5.77 0.0 126.0 0.0 0.0 126.0 0.0 0.0 0.0

57900 20.00 0.00 5.14 0.0 109.0 0.0 0.0 109.0 0.0 0.0 0.0

57920 20.00 0.00 3.41 0.0 85.5 0.0 0.0 85.5 0.0 0.0 0.0

57940 20.00 0.03 0.38 0.3 37.9 0.2 37.7 0.3 0.0 0.0

57960 20.00 1.35 0.00 13.8 3.8 3.8 0.0 13.8 0.0 0.0

57980 20.00 2.07 0.00 34.1 0.0 0.0 0.0 34.1 0.0 0.0

58000 20.00 1.94 0.00 40.1 0.0 0.0 0.0 40.1 0.0 0.0

TOTALES 265.1 4,453.9 143.1 46.5 4,264.3 265.1 0.0 0.0

KM 058+000 A KM 059+000

58000 1.94 0.00

58020 20.00 1.58 0.00 35.2 0.0 0.0 0.0 35.2 0.0 0.0

58040 20.00 0.95 0.01 25.3 0.1 0.1 0.0 25.3 0.0 0.0

58060 20.00 0.91 0.08 18.6 0.9 0.9 0.0 18.6 0.0 0.0

58080 20.00 1.02 0.02 19.3 1.0 1.0 0.0 19.3 0.0 0.0

58100 20.00 0.86 0.00 18.7 0.2 0.2 0.0 18.7 0.0 0.0

58120 20.00 0.70 0.08 15.5 0.8 0.8 0.0 15.5 0.0 0.0

58140 20.00 0.16 0.32 8.5 4.0 4.0 0.0 8.5 0.0 0.0

58160 20.00 0.25 0.46 4.1 7.7 3.3 4.4 4.1 0.0 0.0

58180 20.00 1.27 0.22 15.3 6.8 6.8 0.0 15.3 0.0 0.0

58200 20.00 1.83 0.00 31.1 2.2 2.2 0.0 31.1 0.0 0.0

58220 20.00 1.79 0.00 36.2 0.0 0.0 0.0 36.2 0.0 0.0

58240 20.00 0.63 0.36 24.2 3.6 3.6 0.0 24.2 0.0 0.0

58260 20.00 0.37 0.72 10.0 10.8 10.8 0.0 10.0 0.0 0.0

58280 20.00 0.14 0.21 5.1 9.3 9.3 0.0 5.1 0.0 0.0

58300 20.00 0.12 0.26 2.6 4.7 4.7 0.0 2.6 0.0 0.0

58320 20.00 0.02 0.73 1.4 9.9 9.9 0.0 1.4 0.0 0.0

58340 20.00 0.00 1.19 0.2 19.2 12.5 6.7 0.2 0.0 0.0

58360 20.00 0.00 1.58 0.0 27.7 0.0 27.7 0.0 0.0 0.0

58380 20.00 0.02 1.41 0.2 29.9 0.2 29.7 0.2 0.0 0.0

58400 20.00 0.17 1.74 1.9 31.5 1.5 30.0 1.9 0.0 0.0

58420 20.00 0.16 1.77 3.3 35.1 2.6 32.5 3.3 0.0 0.0

58440 20.00 0.05 2.25 2.1 40.2 1.7 38.5 2.1 0.0 0.0

58460 20.00 0.00 2.91 0.5 51.6 0.4 43.6 7.6 0.5 0.0 0.0

58480 20.00 0.00 2.67 0.0 55.8 0.0 0.0 55.8 0.0 0.0 0.0

58500 20.00 0.00 2.60 0.0 52.7 0.0 52.7 0.0 0.0 0.0

58520 20.00 0.00 1.79 0.0 43.9 0.0 43.9 0.0 0.0 0.0

58540 20.00 2.42 3.92 24.2 57.1 19.4 37.7 24.2 0.0 0.0

58560 20.00 9.00 0.40 114.2 43.2 43.2 114.2 0.0 0.0

58570 10.00 9.23 5.27 91.1 28.3 28.3 91.1 0.0 0.0

58580 10.00 13.04 0.95 111.3 31.1 31.1 111.3 0.0 0.0

58600 20.00 17.88 0.39 309.2 13.4 13.4 309.2 0.0 0.0

58620 20.00 25.79 0.08 436.7 4.6 4.6 436.7 0.0 0.0

58640 20.00 27.65 0.00 534.4 0.8 0.8 534.4 0.0 0.0

58660 20.00 16.19 0.25 438.4 2.5 2.5 438.4 0.0 0.0

58680 20.00 18.60 0.24 347.9 4.9 4.9 347.9 0.0 0.0

58700 20.00 21.80 0.00 404.0 2.4 2.4 404.0 0.0 0.0

58720 20.00 19.75 0.47 415.5 4.7 4.7 415.5 0.0 0.0

58740 20.00 16.24 0.04 359.9 5.1 5.1 359.9 0.0 0.0

58750 10.00 18.18 0.18 172.1 1.1 1.1 172.1 0.0 0.0

58760 10.00 17.05 0.51 176.2 3.4 3.4 176.2 0.0 0.0

58770 10.00 13.07 0.68 150.6 6.0 6.0 150.6 0.0 0.0

58780 10.00 15.42 0.10 142.5 3.9 3.9 142.5 0.0 0.0

58800 20.00 12.70 0.76 281.2 8.7 8.7 281.2 0.0 0.0

58820 20.00 14.08 0.21 267.8 9.7 9.7 267.8 0.0 0.0

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METRADO DE EXPLANACIONES POR KILOMETRO

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

CORTE Compens.CORT

ERELLEN

ORELLEN

OPrést. Exc.

CorteTransp. Cant.

Mat. Suelto

Roca Suelta

Roca Fija

58840 20.00 14.84 0.00 289.2 2.1 2.1 289.2 0.0 0.0

58860 20.00 17.28 0.47 321.2 4.7 4.7 321.2 0.0 0.0

58880 20.00 10.95 1.47 282.3 19.3 19.3 282.3 0.0 0.0

58900 20.00 17.33 0.48 282.9 19.5 19.5 282.9 0.0 0.0

58920 20.00 24.68 0.03 420.1 5.1 5.1 420.1 0.0 0.0

58940 20.00 18.74 3.90 434.2 39.4 39.4 434.2 0.0 0.0

58960 20.00 20.09 0.00 388.3 39.0 39.0 388.3 0.0 0.0

58980 20.00 21.70 0.00 417.9 0.0 0.0 417.9 0.0 0.0

59000 20.00 18.63 0.05 403.3 0.5 0.5 403.3 0.0 0.0

TOTALES 8,295.9 810.1 399.3 213.1 197.7 8,295.9 0.0 0.0

TOTAL GENERAL 257,315.1 144,510.6 19,920.7 57,052.7 67,537.3 ### ### 20,911.6

Page 30: EXPLANACIONES

RESUMEM DE METRADO DE EXPLANACIONES

PROGESIVAS VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3)

Desde Hasta Corte Relleno Compens. Roca Fija

34000 35000 3,296.40 3,932.00 992.96 2,939.04 0.00 2,966.85 329.55 0.00

35000 36000 18,831.11 1,486.30 807.32 678.98 0.00 16,947.81 1,883.29 0.01

36000 37000 24,812.30 1,145.80 856.86 288.94 0.00 13,940.69 3,852.31 7,019.30

37000 38000 22,153.00 3,192.20 3,168.44 23.76 0.00 17,332.73 2,854.17 1,966.10

38000 39000 20,016.10 1,833.50 1,810.32 23.18 0.00 14,674.48 2,626.82 2,714.80

39000 40000 10,880.30 2,358.20 1,963.04 395.16 0.00 9,792.36 1,088.44 -0.50

40000 41000 18,164.90 1,022.60 1,012.46 10.14 0.00 13,670.58 2,605.92 1,888.40

41000 42000 15,205.10 1,650.10 1,108.88 541.22 0.00 12,194.48 1,520.62 1,490.00

42000 43000 25,319.10 2,321.60 2,181.44 140.16 0.00 17,891.30 2,653.90 4,773.90

43000 44000 6,627.90 4,958.00 341.70 432.90 4,183.40 6,627.90 0.00 0.00

44000 45000 14,695.80 7,484.20 592.34 927.06 5,964.80 12,576.40 1,059.80 1,059.60

45000 46000 11,582.60 3,599.40 1,652.86 1,946.54 0.00 11,582.60 0.00 0.00

46000 47000 46,239.20 13,138.20 1,739.56 3,399.64 7,999.00 46,239.20 0.00 0.00

47000 48000 2,922.00 9,035.50 477.48 4,828.80 3,729.22 2,922.00 0.00 0.00

48000 49000 152.50 3,926.30 51.26 3,764.68 110.36 152.50 0.00 0.00

49000 50000 1,687.00 4,628.60 64.80 4,320.80 243.00 1,687.00 0.00 0.00

50000 51000 4,763.10 2,796.60 323.44 2,455.66 17.50 4,763.10 0.00 0.00

51000 52000 1,405.70 6,755.20 233.10 6,317.20 204.90 1,405.70 0.00 0.00

52000 53000 0.00 10,703.50 0.00 10,703.50 0.00 0.00 0.00 0.00

53000 54000 0.00 12,655.70 0.00 12,655.70 0.00 0.00 0.00 0.00

54000 55000 0.00 13,096.10 0.00 0.00 13,096.10 0.00 0.00 0.00

55000 56000 0.00 12,375.70 0.00 0.00 12,375.70 0.00 0.00 0.00

56000 57000 0.00 15,151.30 0.00 0.00 15,151.30 0.00 0.00 0.00

57000 58000 265.10 4,453.90 143.12 46.50 4,264.28 265.10 0.00 0.00

58000 59000 8,295.90 810.10 399.28 213.12 197.70 8,295.90 0.00 0.00

TOTAL 257,315.11 144,510.60 19,920.66 57,052.68 67,537.26 215,928.68 20,474.82 20,911.61

Préstamo Excedente

Corte

Transporte Cantera

Material Suelto

Roca Suelta

Page 31: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

Page 32: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 034+000 A KM 035+000

34000 0.80 0.35 0.0

34010 10.00 0.02 1.78 4.1 10.6 10.6 0.0 3.7 0.4 0.0 0.80 3.3 -7.3

34020 10.00 0.00 7.20 0.1 44.9 44.9 0.0 0.1 0.0 0.0 0.80 0.1 -52.1

34030 10.00 0.00 5.16 0.0 61.8 61.8 0.0 0.0 0.0 0.0 0.80 0.0 -113.9

34040 10.00 0.00 11.45 0.0 83.1 83.1 0.0 0.0 0.0 0.0 0.80 0.0 -197.0

34050 10.00 0.00 9.78 0.0 106.2 106.2 0.0 0.0 0.0 0.0 0.80 0.0 -303.2

34057 7.00 0.00 5.96 0.0 55.1 55.1 0.0 0.0 0.0 0.0 0.80 0.0 -358.3

34060 3.00 0.00 6.06 0.0 18.0 18.0 0.0 0.0 0.0 0.0 0.80 0.0 -376.3

34070 10.00 0.00 3.06 0.0 45.6 45.6 0.0 0.0 0.0 0.0 0.80 0.0 -421.9

34080 10.00 0.00 0.69 0.0 18.8 18.8 0.0 0.0 0.0 0.0 0.80 0.0 -440.7

34090 10.00 2.79 0.62 14.0 6.6 6.6 0.0 12.6 1.4 0.0 0.80 11.2 -436.1

34100 10.00 13.86 0.46 83.2 5.4 5.4 0.0 74.9 8.3 0.0 0.80 66.6 -375.0

34110 10.00 29.81 0.06 218.4 2.6 2.6 0.0 196.6 21.8 0.0 0.80 174.7 -202.9

34120 10.00 7.45 0.02 186.3 0.4 0.4 0.0 167.7 18.6 0.0 0.80 149.0 -54.2

34130 10.00 0.73 7.75 40.9 38.8 32.7 6.1 36.8 4.1 0.0 0.80 32.7 -60.3

34140 10.00 3.25 0.00 19.9 38.7 15.9 22.8 17.9 2.0 0.0 0.80 15.9 -83.1

34150 10.00 18.17 0.00 107.1 0.0 0.0 0.0 96.4 10.7 0.0 0.80 85.7 2.6

34160 10.00 32.65 0.00 254.1 0.0 0.0 0.0 228.7 25.4 0.0 0.80 203.3 205.9

34170 10.00 31.10 0.00 318.8 0.0 0.0 0.0 286.9 31.9 0.0 0.80 255.0 460.9

34180 10.00 22.89 0.00 269.9 0.0 0.0 0.0 242.9 27.0 0.0 0.80 215.9 676.8

34190 10.00 19.42 0.00 211.5 0.0 0.0 0.0 190.4 21.2 0.0 0.80 169.2 846.0

34200 10.00 9.46 0.00 144.4 0.0 0.0 0.0 130.0 14.4 0.0 0.80 115.5 961.6

34210 10.00 3.84 0.00 66.5 0.0 0.0 0.0 59.9 6.7 0.0 0.80 53.2 1,014.8

34220 10.00 2.47 0.05 31.5 0.2 0.2 0.0 28.4 3.2 0.0 0.80 25.2 1,039.8

34230 10.00 1.02 0.27 17.5 1.6 1.6 0.0 15.8 1.8 0.0 0.80 14.0 1,052.2

34240 10.00 0.82 0.41 9.2 3.4 3.4 0.0 8.3 0.9 0.0 0.80 7.4 1,056.1

34260 20.00 2.49 0.11 33.1 5.2 2.3 2.9 29.8 3.3 0.0 0.80 26.5 1,077.4

34280 20.00 1.16 0.00 36.5 1.1 1.1 0.0 32.9 3.7 0.0 0.80 29.2 1,105.5

34300 20.00 0.86 1.06 20.3 10.6 10.6 0.0 18.3 2.0 0.0 0.80 16.2 1,111.1

34308 8.00 1.29 0.70 8.6 7.0 7.0 0.0 7.7 0.9 0.0 0.80 6.9 1,111.0

34320 12.00 2.85 0.00 24.9 4.2 4.2 0.0 22.4 2.5 0.0 0.80 19.9 1,126.7

34340 20.00 0.46 1.09 33.1 10.9 10.9 0.0 29.8 3.3 0.0 0.80 26.5 1,142.3

34360 20.00 0.00 2.53 4.6 36.2 36.2 0.0 4.1 0.5 0.0 0.80 3.7 1,109.8

34380 20.00 0.00 5.04 0.0 75.7 41.6 34.1 0.0 0.0 0.0 0.80 0.0 1,034.1

34400 20.00 0.01 5.52 0.1 105.7 0.1 105.6 0.1 0.0 0.0 0.80 0.1 928.5

34420 20.00 0.00 5.27 0.1 107.9 0.1 107.8 0.1 0.0 0.0 0.80 0.1 820.7

34440 20.00 0.01 4.06 0.1 93.3 0.1 93.2 0.1 0.0 0.0 0.80 0.1 727.4

34460 20.00 0.27 3.65 2.8 77.1 2.2 74.9 2.5 0.3 0.0 0.80 2.2 652.6

34480 20.00 0.00 4.21 2.7 78.6 2.2 76.4 2.4 0.3 0.0 0.80 2.2 576.1

Page 33: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 034+000 A KM 035+000 (continuación)

34500 20.00 0.97 1.23 9.7 54.4 7.8 46.6 8.7 1.0 0.0 0.80 7.8 529.5

34520 20.00 3.25 0.00 42.2 12.3 12.3 0.0 38.0 4.2 0.0 0.80 33.8 551.0

34540 20.00 6.39 0.00 96.4 0.0 0.0 0.0 86.8 9.6 0.0 0.80 77.1 628.1

34560 20.00 11.04 0.00 174.3 0.0 0.0 0.0 156.9 17.4 0.0 0.80 139.4 767.5

34580 20.00 15.92 0.00 269.6 0.0 0.0 0.0 242.6 27.0 0.0 0.80 215.7 983.2

34600 20.00 8.59 0.00 245.1 0.0 0.0 0.0 220.6 24.5 0.0 0.80 196.1 1,179.3

34620 20.00 6.58 0.00 151.7 0.0 0.0 0.0 136.5 15.2 0.0 0.80 121.4 1,300.6

34640 20.00 3.05 0.00 96.2 0.0 0.0 0.0 86.6 9.6 0.0 0.80 77.0 1,377.6

34660 20.00 0.80 2.47 38.5 24.7 24.7 0.0 34.7 3.9 0.0 0.80 30.8 1,383.7

34670 10.00 0.00 7.05 4.0 47.6 47.6 0.0 3.6 0.4 0.0 0.80 3.2 1,339.3

34680 10.00 0.00 5.16 0.0 61.0 61.0 0.0 0.0 0.0 0.0 0.80 0.0 1,278.3

34720 40.00 0.00 8.48 0.0 272.8 204.6 68.2 0.0 0.0 0.0 0.80 0.0 1,005.5

34740 20.00 0.00 8.78 0.0 172.6 0.0 172.6 0.0 0.0 0.0 0.80 0.0 832.9

34760 20.00 0.00 7.54 0.0 163.1 0.0 163.1 0.0 0.0 0.0 0.80 0.0 669.8

34780 20.00 0.00 7.58 0.0 151.2 0.0 151.2 0.0 0.0 0.0 0.80 0.0 518.6

34800 20.00 0.05 6.20 0.5 137.9 0.4 137.5 0.5 0.1 0.0 0.80 0.4 381.1

34820 20.00 0.12 5.49 1.7 116.9 1.4 115.5 1.5 0.2 0.0 0.80 1.4 265.6

34840 20.00 0.00 6.29 1.2 117.8 1.0 116.8 1.1 0.1 0.0 0.80 1.0 148.7

34860 20.00 0.00 7.15 0.0 134.4 0.0 134.4 0.0 0.0 0.0 0.80 0.0 14.3

34880 20.00 0.00 8.34 0.0 154.9 0.0 154.9 0.0 0.0 0.0 0.80 0.0 -140.6

34900 20.00 0.05 7.68 0.5 160.2 0.4 159.8 0.5 0.1 0.0 0.80 0.4 -300.4

34920 20.00 0.00 8.94 0.5 166.3 0.4 165.9 0.5 0.1 0.0 0.80 0.4 -466.3

34940 20.00 0.00 11.26 0.0 202.0 0.0 202.0 0.0 0.0 0.0 0.80 0.0 -668.3

34960 20.00 0.00 11.84 0.0 231.0 0.0 231.0 0.0 0.0 0.0 0.80 0.0 -899.3

34980 20.00 0.00 9.44 0.0 212.8 0.0 212.8 0.0 0.0 0.0 0.80 0.0 -1,112.1

35000 20.00 0.00 8.85 0.0 182.8 0.0 182.8 0.0 0.0 0.0 0.80 0.0 -1,294.9

TOTALES 3,296.4 3,932.0 993.0 2,939.0 2,966.9 329.6 0.0

Page 34: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 035+000 A KM 036+000

35000 0.00 8.85 -1,294.9

35020 20.00 0.03 4.77 0.3 136.1 0.2 135.9 0.3 0.0 0.0 0.80 0.2 -1,430.7

35040 20.00 0.62 1.44 6.4 62.1 5.1 57.0 5.8 0.6 0.0 0.80 5.1 -1,487.7

35060 20.00 0.22 1.24 8.4 26.8 6.7 20.1 7.6 0.8 0.0 0.80 6.7 -1,507.8

35080 20.00 0.78 0.84 10.0 20.8 8.0 12.8 9.0 1.0 0.0 0.80 8.0 -1,520.6

35100 20.00 2.62 0.00 33.9 8.4 8.4 0.0 30.5 3.4 0.0 0.80 27.1 -1,501.9

35120 20.00 10.58 0.00 132.0 0.0 0.0 0.0 118.8 13.2 0.0 0.80 105.6 -1,396.3

35140 20.00 10.97 0.00 215.6 0.0 0.0 0.0 194.0 21.6 0.0 0.80 172.5 -1,223.8

35160 20.00 12.83 0.00 238.0 0.0 0.0 0.0 214.2 23.8 0.0 0.80 190.4 -1,033.4

35180 20.00 11.77 0.00 246.0 0.0 0.0 0.0 221.4 24.6 0.0 0.80 196.8 -836.6

35200 20.00 10.79 0.00 225.6 0.0 0.0 0.0 203.0 22.6 0.0 0.80 180.5 -656.1

35220 20.00 9.06 0.00 198.4 0.0 0.0 0.0 178.6 19.8 0.0 0.80 158.7 -497.4

35240 20.00 6.65 0.00 157.1 0.0 0.0 0.0 141.4 15.7 0.0 0.80 125.7 -371.7

35260 20.00 4.46 0.00 111.2 0.0 0.0 0.0 100.1 11.1 0.0 0.80 89.0 -282.8

35280 20.00 2.47 0.00 69.3 0.0 0.0 0.0 62.4 6.9 0.0 0.80 55.4 -227.3

35300 20.00 0.48 1.76 29.5 17.6 17.6 0.0 26.6 3.0 0.0 0.80 23.6 -221.3

35320 20.00 0.00 4.71 4.8 64.7 64.7 0.0 4.3 0.5 0.0 0.80 3.8 -282.2

35340 20.00 0.00 8.22 0.0 129.3 129.3 0.0 0.0 0.0 0.0 0.80 0.0 -411.5

35360 20.00 0.00 9.31 0.0 175.4 52.6 122.8 0.0 0.0 0.0 0.80 0.0 -586.9

35380 20.00 0.09 6.79 0.9 161.0 0.7 160.3 0.8 0.1 0.0 0.80 0.7 -747.2

35400 20.00 0.19 5.40 2.9 121.9 2.3 119.6 2.6 0.3 0.0 0.80 2.3 -866.7

35420 20.00 2.50 1.09 26.9 65.0 21.5 43.5 24.2 2.7 0.0 0.80 21.5 -910.2

35440 20.00 9.85 0.00 123.5 10.9 10.9 0.0 111.2 12.4 0.0 0.80 98.8 -822.3

35460 20.00 17.53 0.00 273.9 0.0 0.0 0.0 246.5 27.4 0.0 0.80 219.1 -603.2

35480 20.00 26.27 0.00 438.0 0.0 0.0 0.0 394.2 43.8 0.0 0.80 350.4 -252.8

35500 20.00 40.07 0.00 663.3 0.0 0.0 0.0 597.0 66.3 0.0 0.80 530.6 277.8

35520 20.00 45.99 0.00 860.5 0.0 0.0 0.0 774.5 86.1 0.0 0.80 688.4 966.2

35540 20.00 38.65 0.00 846.4 0.0 0.0 0.0 761.8 84.6 0.0 0.80 677.1 1,643.4

35560 20.00 10.94 0.00 495.9 0.0 0.0 0.0 446.3 49.6 0.0 0.80 396.7 2,040.1

35570 10.00 16.03 0.00 134.8 0.0 0.0 0.0 121.3 13.5 0.0 0.80 107.8 2,147.9

35580 10.00 12.14 0.00 140.9 0.0 0.0 0.0 126.8 14.1 0.0 0.80 112.7 2,260.6

35590 10.00 8.42 0.00 102.8 0.0 0.0 0.0 92.5 10.3 0.0 0.80 82.2 2,342.9

35600 10.00 5.82 0.00 71.2 0.0 0.0 0.0 64.1 7.1 0.0 0.80 57.0 2,399.8

35610 10.00 3.02 0.00 44.2 0.0 0.0 0.0 39.8 4.4 0.0 0.80 35.4 2,435.2

35620 10.00 1.49 0.01 22.5 0.0 0.0 0.0 20.3 2.3 0.0 0.80 18.0 2,453.2

35622 2.00 0.58 0.54 2.1 0.5 0.5 0.0 1.9 0.2 0.0 0.80 1.7 2,454.4

35630 8.00 0.00 6.78 2.3 29.3 29.3 0.0 2.1 0.2 0.0 0.80 1.8 2,426.9

35640 10.00 0.00 6.71 0.0 67.4 67.4 0.0 0.0 0.0 0.0 0.80 0.0 2,359.5

35650 10.00 0.69 3.77 3.5 52.4 52.4 0.0 3.2 0.4 0.0 0.80 2.8 2,309.9

Page 35: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 035+000 A KM 036+000 (continuación)

35660 10.00 0.74 3.54 7.2 36.5 36.5 0.0 6.5 0.7 0.0 0.80 5.8 2,279.2

35670 10.00 3.82 3.91 22.8 37.2 37.2 0.0 20.5 2.3 0.0 0.80 18.2 2,260.2

35680 10.00 2.49 14.04 31.5 89.8 89.8 0.0 28.4 3.2 0.0 0.80 25.2 2,195.6

35690 10.00 3.94 2.44 32.1 82.4 82.4 0.0 28.9 3.2 0.0 0.80 25.7 2,138.9

35700 10.00 5.48 0.35 47.1 14.0 14.0 0.0 42.4 4.7 0.0 0.80 37.7 2,162.6

35710 10.00 5.29 0.00 53.8 1.8 1.8 0.0 48.4 5.4 0.0 0.80 43.0 2,203.8

35720 10.00 3.91 0.17 46.0 0.8 0.8 0.0 41.4 4.6 0.0 0.80 36.8 2,239.8

35730 10.00 4.09 0.25 40.0 2.1 2.1 0.0 36.0 4.0 0.0 0.80 32.0 2,269.7

35740 10.00 3.65 6.27 38.7 32.6 31.0 1.6 34.8 3.9 0.0 0.80 31.0 2,268.1

35750 10.00 3.48 0.54 35.6 34.0 28.5 5.5 32.0 3.6 0.0 0.80 28.5 2,262.6

35760 10.00 6.87 0.14 51.7 3.4 3.4 0.0 46.5 5.2 0.0 0.80 41.4 2,300.5

35770 10.00 3.92 0.15 53.9 1.4 1.4 0.0 48.5 5.4 0.0 0.80 43.1 2,342.2

35780 10.00 9.45 0.00 66.8 0.7 0.7 0.0 60.1 6.7 0.0 0.80 53.4 2,395.0

35790 10.00 24.92 0.00 171.8 0.0 0.0 0.0 154.6 17.2 0.0 0.80 137.4 2,532.4

35800 10.00 39.82 0.00 323.7 0.0 0.0 0.0 291.3 32.4 0.0 0.80 259.0 2,791.4

35820 20.00 41.51 0.00 813.3 0.0 0.0 0.0 732.0 81.3 0.0 0.80 650.6 3,442.0

35830 10.00 34.42 0.00 379.7 0.0 0.0 0.0 341.7 38.0 0.0 0.80 303.8 3,745.8

35840 10.00 46.49 0.00 404.6 0.0 0.0 0.0 364.1 40.5 0.0 0.80 323.7 4,069.5

35850 10.00 71.82 0.00 591.6 0.0 0.0 0.0 532.4 59.2 0.0 0.80 473.3 4,542.7

35860 10.00 108.48 0.00 901.5 0.0 0.0 0.0 811.4 90.1 0.0 0.80 721.2 5,263.9

35870 10.00 138.48 0.00 1,234.8 0.0 0.0 0.0 1,111.3 123.5 0.0 0.80 987.8 6,251.8

35880 10.00 139.30 0.00 1,388.9 0.0 0.0 0.0 1,250.0 138.9 0.0 0.80 1,111.1 7,362.9

35890 10.00 99.74 0.00 1,195.2 0.0 0.0 0.0 1,075.7 119.5 0.0 0.80 956.2 8,319.1

35900 10.00 90.44 0.00 950.9 0.0 0.0 0.0 855.8 95.1 0.0 0.80 760.7 9,079.8

35920 20.00 76.62 0.00 1,670.6 0.0 0.0 0.0 1,503.5 167.1 0.0 0.80 1,336.5 10,416.3

35940 20.00 38.86 0.00 1,154.8 0.0 0.0 0.0 1,039.3 115.5 0.0 0.80 923.8 11,340.1

35960 20.00 19.03 0.00 578.9 0.0 0.0 0.0 521.0 57.9 0.0 0.80 463.1 11,803.2

35980 20.00 12.77 0.00 317.9 0.0 0.0 0.0 286.1 31.8 0.0 0.80 254.3 12,057.5

36000 20.00 15.51 0.00 282.7 0.0 0.0 0.0 254.4 28.3 0.0 0.80 226.2 12,283.7

TOTALES 18,831.1 1,486.3 807.3 679.0 16,947.8 1,883.3 0.0

Page 36: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 036+000 A KM 037+000

36000 15.51 0.00 12,283.7

36020 20.00 10.24 0.00 257.5 0.0 0.0 0.0 231.8 25.8 0.0 0.80 206.0 12,489.7

36040 20.00 6.85 0.00 170.9 0.0 0.0 0.0 153.8 17.1 0.0 0.80 136.7 12,626.4

36060 20.00 1.38 0.10 82.2 1.0 1.0 0.0 74.0 8.2 0.0 0.80 65.8 12,691.2

36068.3 8.30 2.39 0.07 15.6 0.7 0.7 0.0 14.0 1.6 0.0 0.80 12.5 12,703.0

36080 11.70 4.50 0.00 40.3 0.4 0.4 0.0 36.3 4.0 0.0 0.80 32.2 12,734.8

36100 20.00 8.91 0.00 134.1 0.0 0.0 0.0 120.7 13.4 0.0 0.80 107.3 12,842.1

36120 20.00 3.00 0.00 119.0 0.0 0.0 0.0 107.1 11.9 0.0 0.80 95.2 12,937.3

36140 20.00 2.98 0.00 59.8 0.0 0.0 0.0 53.8 6.0 0.0 0.80 47.8 12,985.1

36160 20.00 3.27 0.00 62.5 0.0 0.0 0.0 56.3 6.3 0.0 0.80 50.0 13,035.1

36170 10.00 0.42 0.77 18.5 3.9 3.9 0.0 16.7 1.9 0.0 0.80 14.8 13,046.0

36180 10.00 1.64 0.67 10.3 7.2 7.2 0.0 9.3 1.0 0.0 0.80 8.2 13,047.1

36200 20.00 1.27 4.34 29.1 50.1 23.3 26.8 26.2 2.9 0.0 0.80 23.3 13,020.2

36220 20.00 2.36 1.47 36.3 58.1 29.0 29.1 32.7 3.6 0.0 0.80 29.0 12,991.2

36240 20.00 15.47 0.00 178.3 14.7 14.7 0.0 160.5 17.8 0.0 0.80 142.6 13,119.1

36260 20.00 13.37 0.00 288.4 0.0 0.0 0.0 259.6 28.8 0.0 0.80 230.7 13,349.8

36280 20.00 10.23 0.00 235.9 0.0 0.0 0.0 212.3 23.6 0.0 0.80 188.7 13,538.6

36290 10.00 14.22 0.00 122.2 0.0 0.0 0.0 110.0 12.2 0.0 0.80 97.8 13,636.3

36300 10.00 14.25 0.00 142.3 0.0 0.0 0.0 128.1 14.2 0.0 0.80 113.8 13,750.2

36310 10.00 12.39 0.00 133.2 0.0 0.0 0.0 119.9 13.3 0.0 0.80 106.6 13,856.7

36320 10.00 16.98 0.00 146.8 0.0 0.0 0.0 132.1 14.7 0.0 0.80 117.4 13,974.2

36330 10.00 6.17 0.08 115.7 0.4 0.4 0.0 104.1 11.6 0.0 0.80 92.6 14,066.3

36340 10.00 14.58 0.00 103.7 0.4 0.4 0.0 93.3 10.4 0.0 0.80 83.0 14,148.9

36350 10.00 13.74 0.00 141.6 0.0 0.0 0.0 127.4 14.2 0.0 0.80 113.3 14,262.2

36360 10.00 6.85 0.08 103.0 0.4 0.4 0.0 92.7 10.3 0.0 0.80 82.4 14,344.2

36370 10.00 5.20 0.00 60.3 0.4 0.4 0.0 54.3 6.0 0.0 0.80 48.2 14,392.0

36380 10.00 17.54 0.00 113.7 0.0 0.0 0.0 102.3 11.4 0.0 0.80 91.0 14,483.0

36390 10.00 20.03 0.00 187.8 0.0 0.0 0.0 169.0 18.8 0.0 0.80 150.2 14,633.2

36400 10.00 17.08 0.00 185.6 0.0 0.0 0.0 167.0 18.6 0.0 0.80 148.5 14,781.7

36410 10.00 16.37 0.00 167.3 0.0 0.0 0.0 150.6 16.7 0.0 0.80 133.8 14,915.5

36420 10.00 18.68 0.00 175.2 0.0 0.0 0.0 157.7 17.5 0.0 0.80 140.2 15,055.7

36430 10.00 24.81 0.00 217.5 0.0 0.0 0.0 195.8 21.8 0.0 0.80 174.0 15,229.7

36440 10.00 63.84 0.00 443.3 0.0 0.0 0.0 399.0 44.3 0.0 0.80 354.6 15,584.3

36450 10.00 64.58 0.00 642.1 0.0 0.0 0.0 577.9 64.2 0.0 0.80 513.7 16,098.0

36460 10.00 60.78 0.00 626.8 0.0 0.0 0.0 564.1 62.7 0.0 0.80 501.4 16,599.4

36480 20.00 78.69 0.00 1,394.7 0.0 0.0 0.0 1,255.2 139.5 0.0 0.80 1,115.8 17,715.2

36500 20.00 56.72 0.00 1,354.1 0.0 0.0 0.0 1,218.7 135.4 0.0 0.80 1,083.3 18,798.5

36520 20.00 36.47 0.00 931.9 0.0 0.0 0.0 838.7 93.2 0.0 0.80 745.5 19,544.0

36540 20.00 24.47 0.00 609.4 0.0 0.0 0.0 548.5 60.9 0.0 0.80 487.5 20,031.5

Page 37: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 036+000 A KM 037+000 (continuación)

36560 20.00 30.11 0.00 545.8 0.0 0.0 0.0 491.2 54.6 0.0 0.80 436.6 20,468.2

36580 20.00 21.20 0.00 513.1 0.0 0.0 0.0 461.8 51.3 0.0 0.80 410.5 20,878.6

36590 10.00 16.20 0.00 187.0 0.0 0.0 0.0 168.3 18.7 0.0 0.80 149.6 21,028.2

36600 10.00 15.47 0.99 158.3 5.0 5.0 0.0 47.5 31.7 79.1 0.80 126.6 21,149.9

36610 10.00 12.59 0.55 140.3 7.7 7.7 0.0 42.1 28.1 70.1 0.80 112.2 21,254.4

36620 10.00 26.97 0.00 197.8 2.7 2.7 0.0 59.3 39.6 98.9 0.80 158.2 21,410.0

36630 10.00 30.04 0.00 285.0 0.0 0.0 0.0 85.5 57.0 142.5 0.80 228.0 21,638.0

36640 10.00 21.97 0.00 260.1 0.0 0.0 0.0 78.0 52.0 130.1 0.80 208.1 21,846.0

36650 10.00 25.84 0.00 239.0 0.0 0.0 0.0 71.7 47.8 119.5 0.80 191.2 22,037.2

36660 10.00 27.56 0.00 267.0 0.0 0.0 0.0 80.1 53.4 133.5 0.80 213.6 22,250.8

36680 20.00 48.71 0.00 762.7 0.0 0.0 0.0 228.8 152.5 381.4 0.80 610.2 22,861.0

36690 10.00 81.52 0.00 651.1 0.0 0.0 0.0 195.3 130.2 325.6 0.80 520.9 23,381.9

36700 10.00 107.22 0.00 943.7 0.0 0.0 0.0 283.1 188.7 471.9 0.80 755.0 24,136.8

36710 10.00 135.50 0.00 1,213.6 0.0 0.0 0.0 364.1 242.7 606.8 0.80 970.9 25,107.7

36720 10.00 168.20 0.00 1,518.5 0.0 0.0 0.0 455.6 303.7 759.2 0.80 1,214.8 26,322.5

36730 10.00 183.94 0.00 1,760.7 0.0 0.0 0.0 528.2 352.1 880.4 0.80 1,408.6 27,731.1

36740 10.00 105.83 0.00 1,448.8 0.0 0.0 0.0 434.6 289.8 724.4 0.80 1,159.0 28,890.1

36750 10.00 99.09 0.00 1,024.6 0.0 0.0 0.0 307.4 204.9 512.3 0.80 819.7 29,709.8

36760 10.00 52.07 0.00 755.8 0.0 0.0 0.0 226.7 151.2 377.9 0.80 604.6 30,314.4

36780 20.00 5.84 0.04 579.1 0.4 0.1 0.3 173.7 115.8 289.6 0.80 463.3 30,777.3

36793 13.00 0.16 9.99 39.0 65.1 65.1 0.0 11.7 7.8 19.5 0.80 31.2 30,743.4

36800 7.00 0.38 5.55 1.9 54.4 54.4 0.0 0.6 0.4 0.9 0.80 1.5 30,690.5

36820 20.00 1.38 0.06 17.5 56.1 56.1 0.0 5.3 3.5 8.7 0.80 14.0 30,648.4

36840 20.00 8.96 0.00 103.3 0.6 0.6 0.0 31.0 20.7 51.6 0.80 82.6 30,730.5

36860 20.00 15.29 0.00 242.4 0.0 0.0 0.0 72.7 48.5 121.2 0.80 193.9 30,924.4

36870 10.00 9.53 0.00 124.1 0.0 0.0 0.0 37.2 24.8 62.1 0.80 99.3 31,023.7

36880 10.00 7.34 0.00 84.3 0.0 0.0 0.0 25.3 16.9 42.1 0.80 67.4 31,091.1

36890 10.00 1.06 3.44 42.0 17.2 17.2 0.0 12.6 8.4 21.0 0.80 33.6 31,107.5

36900 10.00 0.20 0.67 6.3 20.5 20.5 0.0 5.0 1.3 0.0 0.80 5.0 31,092.1

36910 10.00 0.00 10.13 1.0 54.0 54.0 0.0 0.8 0.2 0.0 0.80 0.8 31,038.9

36920 10.00 0.00 11.76 0.0 109.4 109.4 0.0 0.0 0.0 0.0 0.80 0.0 30,929.5

36930 10.00 0.00 27.92 0.0 198.4 198.4 0.0 0.0 0.0 0.0 0.80 0.0 30,731.1

36940 10.00 0.00 9.21 0.0 185.6 74.2 111.4 0.0 0.0 0.0 0.80 0.0 30,545.5

36950 10.00 0.00 8.75 0.0 89.8 0.0 89.8 0.0 0.0 0.0 0.80 0.0 30,455.7

36960 10.00 10.15 5.69 50.8 72.2 40.6 31.6 5.1 10.2 35.5 0.80 40.6 30,424.1

36980 20.00 20.70 0.61 308.5 62.9 62.9 0.0 30.9 61.7 215.9 0.80 246.8 30,608.0

37000 20.00 27.53 0.00 482.3 6.1 6.1 0.0 48.2 96.5 337.6 0.80 385.8 30,987.7

TOTALES 24,812.3 1,145.8 856.9 288.9 13,940.7 3,852.3 7,019.3

Page 38: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 037+000 A KM 038+000

37000 27.53 0.00 30,987.7

37020 20.00 6.60 0.00 341.3 0.0 0.0 0.0 34.1 68.3 238.9 0.80 273.0 31,260.8

37030 10.00 3.10 0.00 48.5 0.0 0.0 0.0 4.9 9.7 33.9 0.80 38.8 31,299.6

37040 10.00 1.61 0.08 23.6 0.4 0.4 0.0 2.4 4.7 16.5 0.80 18.9 31,318.1

37050 10.00 0.47 1.59 10.4 8.3 8.3 0.0 8.3 1.0 1.1 0.80 8.3 31,318.1

37060 10.00 0.00 10.49 2.4 60.4 60.4 0.0 1.9 0.2 0.3 0.80 1.9 31,259.6

37070 10.00 0.00 18.49 0.0 144.9 144.9 0.0 0.0 0.0 0.0 0.80 0.0 31,114.7

37080 10.00 0.34 3.78 1.7 111.3 111.3 0.0 1.4 0.2 0.1 0.80 1.4 31,004.8

37090 10.00 4.53 0.69 24.4 22.3 22.3 0.0 19.5 2.4 2.5 0.80 19.5 31,002.0

37100 10.00 6.00 1.03 52.6 8.6 8.6 0.0 42.1 5.3 5.2 0.80 42.1 31,035.5

37110 10.00 24.70 0.08 153.5 5.5 5.5 0.0 122.8 15.4 15.3 0.80 122.8 31,152.8

37120 10.00 99.03 0.00 618.7 0.4 0.4 0.0 495.0 61.9 61.8 0.80 495.0 31,647.3

37130 10.00 136.35 0.00 1,176.9 0.0 0.0 0.0 941.5 117.7 117.7 0.80 941.5 32,588.8

37140 10.00 144.98 0.24 1,406.7 1.2 1.2 0.0 1,125.4 140.7 140.6 0.80 1,125.4 33,713.0

37150 10.00 79.85 0.55 1,124.2 4.0 2.8 1.2 899.4 112.4 112.4 0.80 899.4 34,608.4

37160 10.00 9.60 2.59 447.3 15.7 15.7 0.0 357.8 44.7 44.8 0.80 357.8 34,950.5

37170 10.00 0.00 5.42 48.0 40.0 40.0 0.0 38.4 4.8 4.8 0.80 38.4 34,948.9

37180 10.00 0.00 25.98 0.0 157.0 157.0 0.0 0.0 0.0 0.0 0.80 0.0 34,791.9

37182.3 2.30 0.00 26.17 0.0 60.0 60.0 0.0 0.0 0.0 0.0 0.80 0.0 34,731.9

37200 17.70 13.68 17.50 121.1 386.4 386.4 0.0 96.9 12.1 12.1 0.80 96.9 34,442.4

37220 20.00 1.74 22.61 154.2 401.1 401.1 0.0 123.4 15.4 15.4 0.80 123.4 34,164.6

37240 20.00 0.46 0.23 21.9 228.5 228.5 0.0 17.5 2.2 2.2 0.80 17.5 33,953.7

37250 10.00 2.77 0.00 16.1 1.2 1.2 0.0 12.9 1.6 1.6 0.80 12.9 33,965.3

37260 10.00 4.81 0.00 37.9 0.0 0.0 0.0 30.3 3.8 3.8 0.80 30.3 33,995.7

37270 10.00 7.24 0.00 60.2 0.0 0.0 0.0 48.2 6.0 6.0 0.80 48.2 34,043.8

37280 10.00 14.08 0.00 106.6 0.0 0.0 0.0 85.3 10.7 10.6 0.80 85.3 34,129.1

37290 10.00 114.46 0.00 642.7 0.0 0.0 0.0 514.2 64.3 64.2 0.80 514.2 34,643.3

37300 10.00 14.05 0.00 642.5 0.0 0.0 0.0 514.0 64.3 64.2 0.80 514.0 35,157.3

37310 10.00 67.76 0.00 409.0 0.0 0.0 0.0 327.2 40.9 40.9 0.80 327.2 35,484.5

37320 10.00 71.30 0.00 695.3 0.0 0.0 0.0 556.2 69.5 69.6 0.80 556.2 36,040.7

37330 10.00 62.61 0.00 669.6 0.0 0.0 0.0 535.7 67.0 66.9 0.80 535.7 36,576.4

37340 10.00 43.62 0.00 531.2 0.0 0.0 0.0 425.0 53.1 53.1 0.80 425.0 37,001.3

37350 10.00 3.96 0.58 237.9 2.9 2.9 0.0 237.9 0.0 0.0 0.80 190.3 37,188.8

37360 10.00 0.55 12.43 22.5 65.1 65.1 0.0 22.5 0.0 0.0 0.80 18.0 37,141.7

37370 10.00 0.00 25.56 2.7 189.9 189.9 0.0 2.7 0.0 0.0 0.80 2.2 36,953.9

37380 10.00 0.00 11.87 0.0 187.1 187.1 0.0 0.0 0.0 0.0 0.80 0.0 36,766.8

37390 10.00 0.00 5.87 0.0 88.7 88.7 0.0 0.0 0.0 0.0 0.80 0.0 36,678.1

37400 10.00 0.00 4.75 0.0 53.1 53.1 0.0 0.0 0.0 0.0 0.80 0.0 36,625.0

37420 20.00 14.78 1.20 147.8 59.5 59.5 0.0 147.8 0.0 0.0 0.80 118.2 36,683.8

Page 39: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 037+000 A KM 038+000 (continuación)

37440 20.00 43.79 0.08 585.7 12.8 12.8 0.0 527.1 58.6 0.0 0.80 468.6 37,139.5

37460 20.00 10.83 0.81 546.2 8.9 8.9 0.0 491.6 54.6 0.0 0.80 437.0 37,567.6

37480 20.00 14.65 0.00 254.8 8.1 8.1 0.0 229.3 25.5 0.0 0.80 203.8 37,763.3

37500 20.00 8.89 0.02 235.4 0.2 0.2 0.0 211.9 23.5 0.0 0.80 188.3 37,951.4

37520 20.00 0.21 1.33 91.0 13.5 13.5 0.0 81.9 9.1 0.0 0.80 72.8 38,010.7

37540 20.00 0.32 1.00 5.3 23.3 4.2 19.1 4.8 0.5 0.0 0.80 4.2 37,991.7

37560 20.00 38.30 0.00 386.2 10.0 10.0 0.0 347.6 38.6 0.0 0.80 309.0 38,290.6

37580 20.00 56.47 0.00 947.7 0.0 0.0 0.0 852.9 94.8 0.0 0.80 758.2 39,048.8

37600 20.00 66.87 0.00 1,233.4 0.0 0.0 0.0 1,110.1 123.3 0.0 0.80 986.7 40,035.5

37610 10.00 54.92 0.03 609.0 0.2 0.2 0.0 548.1 60.9 0.0 0.80 487.2 40,522.5

37620 10.00 24.56 0.00 397.4 0.2 0.2 0.0 357.7 39.7 0.0 0.80 317.9 40,840.2

37630 10.00 18.84 0.00 217.0 0.0 0.0 0.0 195.3 21.7 0.0 0.80 173.6 41,013.8

37640 10.00 10.60 0.00 147.2 0.0 0.0 0.0 132.5 14.7 0.0 0.80 117.8 41,131.6

37652 12.00 3.64 0.00 85.4 0.0 0.0 0.0 76.9 8.5 0.0 0.80 68.3 41,199.9

37660 8.00 2.57 0.15 24.8 0.6 0.6 0.0 22.3 2.5 0.0 0.80 19.8 41,219.2

37670 10.00 2.23 0.00 24.0 0.7 0.7 0.0 2.4 4.8 16.8 0.80 19.2 41,237.7

37680 10.00 2.60 0.00 24.2 0.0 0.0 0.0 2.4 4.8 17.0 0.80 19.4 41,257.0

37690 10.00 2.66 0.85 26.3 4.3 4.3 0.0 2.6 5.3 18.4 0.80 21.0 41,273.8

37700 10.00 2.66 0.85 26.6 8.5 8.5 0.0 2.7 5.3 18.6 0.80 21.3 41,286.5

37705 5.00 2.49 0.55 12.9 3.5 3.5 0.0 1.3 2.6 9.0 0.80 10.3 41,293.4

37710 5.00 3.97 0.61 16.1 2.9 2.9 0.0 1.6 3.2 11.3 0.80 12.9 41,303.3

37720 10.00 7.45 2.43 57.1 15.2 15.2 0.0 5.7 11.4 40.0 0.80 45.7 41,333.8

37730 10.00 22.03 1.57 147.4 20.0 20.0 0.0 14.7 29.5 103.2 0.80 117.9 41,431.7

37740 10.00 29.86 0.04 259.5 8.1 8.1 0.0 26.0 51.9 181.6 0.80 207.6 41,631.2

37750 10.00 68.33 1.06 491.0 5.5 5.5 0.0 49.1 98.2 343.7 0.80 392.8 42,018.5

37760 10.00 95.74 0.43 820.4 7.4 7.4 0.0 656.3 164.1 0.0 0.80 656.3 42,667.5

37770 10.00 85.52 0.00 906.3 2.1 2.1 0.0 725.0 181.3 0.0 0.80 725.0 43,390.4

37780 10.00 73.34 1.40 794.3 7.0 3.5 3.5 635.4 158.9 0.0 0.80 635.4 44,018.8

37800 20.00 0.46 4.49 738.0 58.9 58.9 0.0 590.4 147.6 0.0 0.80 590.4 44,550.3

37812 12.00 0.00 6.87 2.7 68.2 68.2 0.0 2.2 0.5 0.0 0.80 2.2 44,484.3

37820 8.00 0.00 8.69 0.0 62.2 62.2 0.0 0.0 0.0 0.0 0.80 0.0 44,422.1

37840 20.00 0.00 25.00 0.0 336.9 336.9 0.0 0.0 0.0 0.0 0.80 0.0 44,085.2

37845 5.00 0.00 7.04 0.0 80.1 80.1 0.0 0.0 0.0 0.0 0.80 0.0 44,005.1

37860 15.00 0.00 3.80 0.0 81.3 81.3 0.0 0.0 0.0 0.0 0.80 0.0 43,923.8

37880 20.00 42.34 0.00 423.4 38.0 38.0 0.0 338.7 84.7 0.0 0.80 338.7 44,224.5

37900 20.00 14.43 0.00 567.7 0.0 0.0 0.0 454.2 113.5 0.0 0.80 454.2 44,678.7

37910 10.00 10.75 0.00 125.9 0.0 0.0 0.0 100.7 25.2 0.0 0.80 100.7 44,779.4

37920 10.00 12.70 0.00 117.2 0.0 0.0 0.0 93.8 23.4 0.0 0.80 93.8 44,873.2

37930 10.00 13.03 0.00 128.7 0.0 0.0 0.0 103.0 25.7 0.0 0.80 103.0 44,976.1

37940 10.00 10.07 0.00 115.5 0.0 0.0 0.0 92.4 23.1 0.0 0.80 92.4 45,068.5

37950 10.00 8.71 0.00 93.9 0.0 0.0 0.0 75.1 18.8 0.0 0.80 75.1 45,143.6

37960 10.00 9.76 0.00 92.3 0.0 0.0 0.0 73.8 18.5 0.0 0.80 73.8 45,217.5

37980 20.00 10.55 0.00 203.0 0.0 0.0 0.0 162.4 40.6 0.0 0.80 162.4 45,379.9

Page 40: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

38000 20.00 6.72 0.01 172.7 0.1 0.1 0.0 138.2 34.5 0.0 0.80 138.2 45,517.9

TOTALES 22,153.0 3,192.2 3,168.4 23.8 17,332.7 2,854.2 1,966.1

Page 41: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 038+000 A KM 039+000

38000 6.72 0.01 45,517.9

38010 10.00 3.78 0.00 52.5 0.1 0.1 0.0 42.0 10.5 0.0 0.80 42.0 45,559.8

38020 10.00 2.57 0.00 31.7 0.0 0.0 0.0 25.4 6.3 0.0 0.80 25.4 45,585.2

38040 20.00 2.48 0.00 50.5 0.0 0.0 0.0 40.4 10.1 0.0 0.80 40.4 45,625.6

38060 20.00 7.33 0.00 98.1 0.0 0.0 0.0 78.5 19.6 0.0 0.80 78.5 45,704.1

38065 5.00 6.07 0.00 33.5 0.0 0.0 0.0 3.4 6.7 23.4 0.80 26.8 45,730.9

38080 15.00 7.81 0.00 104.1 0.0 0.0 0.0 10.4 20.8 72.9 0.80 83.3 45,814.2

38085 5.00 7.67 0.01 38.7 0.0 0.0 0.0 3.9 7.7 27.1 0.80 31.0 45,845.1

38090 5.00 5.35 0.00 32.5 0.0 0.0 0.0 3.3 6.5 22.7 0.80 26.0 45,871.1

38095 5.00 4.87 0.00 25.5 0.0 0.0 0.0 2.6 5.1 17.8 0.80 20.4 45,891.5

38100 5.00 16.39 0.13 53.1 0.3 0.3 0.0 5.3 10.6 37.2 0.80 42.5 45,933.7

38105 5.00 16.36 0.00 81.9 0.3 0.3 0.0 8.2 16.4 57.3 0.80 65.5 45,998.9

38110 5.00 21.54 0.00 94.8 0.0 0.0 0.0 9.5 19.0 66.3 0.80 75.8 46,074.8

38115 5.00 35.74 0.00 143.2 0.0 0.0 0.0 14.3 28.6 100.3 0.80 114.6 46,189.3

38120 5.00 51.99 0.00 219.3 0.0 0.0 0.0 21.9 43.9 153.5 0.80 175.4 46,364.8

38130 10.00 75.49 0.00 637.4 0.0 0.0 0.0 63.7 127.5 446.2 0.80 509.9 46,874.7

38140 10.00 60.32 0.00 679.1 0.0 0.0 0.0 67.9 135.8 475.4 0.80 543.3 47,418.0

38150 10.00 55.28 0.00 578.0 0.0 0.0 0.0 57.8 115.6 404.6 0.80 462.4 47,880.4

38160 10.00 50.80 0.00 530.4 0.0 0.0 0.0 53.0 106.1 371.3 0.80 424.3 48,304.7

38170 10.00 40.81 0.00 458.1 0.0 0.0 0.0 45.8 91.6 320.7 0.80 366.5 48,671.2

38180 10.00 32.33 0.00 365.7 0.0 0.0 0.0 219.4 109.7 36.6 0.80 292.6 48,963.7

38190 10.00 20.01 0.00 261.7 0.0 0.0 0.0 157.0 78.5 26.2 0.80 209.4 49,173.1

38200 10.00 15.41 0.00 177.1 0.0 0.0 0.0 106.3 53.1 17.7 0.80 141.7 49,314.8

38220 20.00 22.36 0.00 377.7 0.0 0.0 0.0 226.6 113.3 37.8 0.80 302.2 49,616.9

38240 20.00 25.56 0.00 479.2 0.0 0.0 0.0 431.3 47.9 0.0 0.80 383.4 50,000.3

38260 20.00 22.31 0.00 478.7 0.0 0.0 0.0 430.8 47.9 0.0 0.80 383.0 50,383.2

38280 20.00 3.52 0.04 258.3 0.4 0.4 0.0 232.5 25.8 0.0 0.80 206.6 50,589.5

38285 5.00 2.58 0.28 15.2 0.8 0.8 0.0 13.7 1.5 0.0 0.80 12.2 50,600.8

38290 5.00 2.78 7.86 13.4 20.4 10.7 9.7 12.1 1.3 0.0 0.80 10.7 50,591.2

38295 5.00 2.62 1.84 13.5 24.3 10.8 13.5 12.2 1.4 -0.1 0.80 10.8 50,577.7

38300 5.00 4.26 2.27 17.2 10.3 10.3 0.0 15.5 1.7 0.0 0.80 13.8 50,581.1

38310 10.00 7.28 0.00 57.7 11.4 11.4 0.0 51.9 5.8 0.0 0.80 46.2 50,615.9

38320 10.00 7.79 0.00 75.3 0.0 0.0 0.0 67.8 7.5 0.0 0.80 60.2 50,676.1

38330 10.00 9.04 0.00 84.1 0.0 0.0 0.0 75.7 8.4 0.0 0.80 67.3 50,743.4

38340 10.00 9.66 6.22 93.5 31.1 31.1 0.0 84.2 9.4 0.0 0.80 74.8 50,787.1

38350 10.00 13.04 0.00 113.5 31.1 31.1 0.0 102.2 11.4 0.0 0.80 90.8 50,846.8

38360 10.00 13.55 0.00 132.9 0.0 0.0 0.0 119.6 13.3 0.0 0.80 106.3 50,953.1

38380 20.00 34.89 0.00 484.3 0.0 0.0 0.0 435.9 48.4 0.0 0.80 387.4 51,340.6

38400 20.00 78.03 0.00 1,129.2 0.0 0.0 0.0 1,016.3 112.9 0.0 0.80 903.4 52,243.9

38420 20.00 87.58 0.00 1,656.1 0.0 0.0 0.0 1,490.5 165.6 0.0 0.80 1,324.9 53,568.8

38440 20.00 73.04 0.00 1,606.2 0.0 0.0 0.0 1,445.6 160.6 0.0 0.80 1,285.0 54,853.8

38460 20.00 47.92 0.00 1,209.6 0.0 0.0 0.0 1,088.6 121.0 0.0 0.80 967.7 55,821.4

38480 20.00 18.71 0.00 666.3 0.0 0.0 0.0 599.7 66.6 0.0 0.80 533.0 56,354.5

Page 42: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

38490 10.00 13.23 0.00 159.7 0.0 0.0 0.0 143.7 16.0 0.0 0.80 127.8 56,482.2

38500 10.00 9.20 0.00 112.2 0.0 0.0 0.0 101.0 11.2 0.0 0.80 89.8 56,572.0

38510 10.00 6.22 0.00 77.1 0.0 0.0 0.0 69.4 7.7 0.0 0.80 61.7 56,633.7

38520 10.00 2.69 8.19 44.5 40.9 40.9 0.0 40.1 4.5 0.0 0.80 35.6 56,628.4

Page 43: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 038+000 A KM 039+000 (continuación)

38530 10.00 1.16 34.45 19.2 213.2 213.2 0.0 17.3 1.9 0.0 0.80 15.4 56,430.5

38536 6.00 2.24 33.70 10.2 204.5 204.5 0.0 9.2 1.0 0.0 0.80 8.2 56,234.2

38540 4.00 0.63 70.45 5.7 208.3 208.3 0.0 5.1 0.6 0.0 0.80 4.6 56,030.5

38550 10.00 0.22 62.25 4.3 663.5 663.5 0.0 3.9 0.4 0.0 0.80 3.4 55,370.4

38560 10.00 0.36 4.06 2.9 331.6 331.6 0.0 2.6 0.3 0.0 0.80 2.3 55,041.1

38565 5.00 0.64 0.02 2.5 10.2 10.2 0.0 2.3 0.3 -0.1 0.80 2.0 55,032.9

38570 5.00 0.58 0.53 3.0 1.4 1.4 0.0 2.7 0.3 0.0 0.80 2.4 55,033.9

38580 10.00 0.63 1.17 6.1 8.5 8.5 0.0 5.5 0.6 0.0 0.80 4.9 55,030.3

38585 5.00 0.07 1.20 1.8 5.9 5.9 0.0 1.6 0.2 0.0 0.80 1.4 55,025.8

38600 15.00 3.00 0.06 23.0 9.5 9.5 0.0 20.7 2.3 0.0 0.80 18.4 55,034.7

38620 20.00 6.72 0.00 97.2 0.6 0.6 0.0 87.5 9.7 0.0 0.80 77.8 55,111.9

38640 20.00 5.68 0.00 123.9 0.0 0.0 0.0 111.5 12.4 0.0 0.80 99.1 55,211.0

38660 20.00 8.85 0.00 145.3 0.0 0.0 0.0 130.8 14.5 0.0 0.80 116.2 55,327.3

38680 20.00 19.58 0.00 284.4 0.0 0.0 0.0 256.0 28.4 0.0 0.80 227.5 55,554.8

38700 20.00 6.99 0.00 265.7 0.0 0.0 0.0 239.1 26.6 0.0 0.80 212.6 55,767.3

38720 20.00 1.04 0.04 80.2 0.4 0.4 0.0 72.2 8.0 0.0 0.80 64.2 55,831.1

38740 20.00 2.36 0.00 34.0 0.4 0.4 0.0 30.6 3.4 0.0 0.80 27.2 55,857.9

38750 10.00 2.94 0.00 26.5 0.0 0.0 0.0 23.9 2.7 0.0 0.80 21.2 55,879.1

38760 10.00 1.11 0.25 20.2 1.3 1.3 0.0 18.2 2.0 0.0 0.80 16.2 55,894.0

38770 10.00 1.17 0.15 11.4 2.0 2.0 0.0 10.3 1.1 0.0 0.80 9.1 55,901.1

38780 10.00 2.79 0.01 19.8 0.8 0.8 0.0 17.8 2.0 0.0 0.80 15.8 55,916.1

38790 10.00 2.14 0.00 24.7 0.0 0.0 0.0 22.2 2.5 0.0 0.80 19.8 55,935.9

38800 10.00 59.61 0.00 308.8 0.0 0.0 0.0 277.9 30.9 0.0 0.80 247.0 56,182.9

38810 10.00 99.65 0.00 796.3 0.0 0.0 0.0 716.7 79.6 0.0 0.80 637.0 56,820.0

38820 10.00 87.01 0.00 933.3 0.0 0.0 0.0 840.0 93.3 0.0 0.80 746.6 57,566.6

38830 10.00 10.40 0.00 487.0 0.0 0.0 0.0 438.3 48.7 0.0 0.80 389.6 57,956.2

38840 10.00 2.53 0.01 64.6 0.0 0.0 0.0 58.1 6.5 0.0 0.80 51.7 58,007.9

38860 20.00 5.78 0.00 83.1 0.1 0.1 0.0 74.8 8.3 0.0 0.80 66.5 58,074.3

38880 20.00 11.73 0.00 175.1 0.0 0.0 0.0 157.6 17.5 0.0 0.80 140.1 58,214.3

38890 10.00 15.44 0.00 135.9 0.0 0.0 0.0 122.3 13.6 0.0 0.80 108.7 58,323.1

38900 10.00 16.32 0.00 158.8 0.0 0.0 0.0 142.9 15.9 0.0 0.80 127.0 58,450.1

38910 10.00 15.41 0.00 158.7 0.0 0.0 0.0 142.8 15.9 0.0 0.80 127.0 58,577.1

38920 10.00 21.81 0.00 186.1 0.0 0.0 0.0 167.5 18.6 0.0 0.80 148.9 58,725.9

38930 10.00 19.99 0.00 209.0 0.0 0.0 0.0 188.1 20.9 0.0 0.80 167.2 58,893.1

38940 10.00 22.92 0.00 214.5 0.0 0.0 0.0 193.1 21.5 0.0 0.80 171.6 59,064.7

38960 20.00 20.34 0.00 432.5 0.0 0.0 0.0 389.3 43.3 0.0 0.80 346.0 59,410.7

38980 20.00 4.92 0.00 252.6 0.0 0.0 0.0 227.3 25.3 0.0 0.80 202.1 59,612.8

39000 20.00 10.88 0.00 158.0 0.0 0.0 0.0 142.2 15.8 0.0 0.80 126.4 59,739.2

TOTALES 20,016.1 1,833.5 1,810.3 23.2 14,674.5 2,626.8 2,714.8

Page 44: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 039+000 A KM 040+000

39000 10.88 0.00 59,739.2

39020 20.00 1.28 13.81 121.6 138.1 138.1 0.0 109.4 12.2 0.0 0.80 97.3 59,698.4

39023 3.00 0.00 20.19 1.9 51.0 51.0 0.0 1.7 0.2 0.0 0.80 1.5 59,648.9

39030 7.00 0.00 2.79 0.0 80.4 80.4 0.0 0.0 0.0 0.0 0.80 0.0 59,568.5

39040 10.00 0.37 2.35 1.8 25.7 25.7 0.0 1.6 0.2 0.0 0.80 1.4 59,544.3

39045 5.00 1.08 4.95 3.6 18.3 18.3 0.0 3.2 0.4 0.0 0.80 2.9 59,528.8

39050 5.00 2.32 2.70 8.5 19.1 19.1 0.0 7.7 0.9 0.0 0.80 6.8 59,516.5

39060 10.00 0.92 32.85 16.2 177.8 177.8 0.0 14.6 1.6 0.0 0.80 13.0 59,351.7

39070 10.00 1.66 3.61 12.9 182.3 182.3 0.0 11.6 1.3 0.0 0.80 10.3 59,179.7

39080 10.00 2.49 0.00 20.8 18.0 18.0 0.0 18.7 2.1 0.0 0.80 16.6 59,178.4

39090 10.00 3.39 0.00 29.4 0.0 0.0 0.0 26.5 2.9 0.0 0.80 23.5 59,201.9

39100 10.00 4.58 0.00 39.9 0.0 0.0 0.0 35.9 4.0 0.0 0.80 31.9 59,233.8

39120 20.00 3.57 2.38 81.6 23.8 23.8 0.0 73.4 8.2 0.0 0.80 65.3 59,275.3

39140 20.00 16.66 0.00 202.3 23.8 23.8 0.0 182.1 20.2 0.0 0.80 161.8 59,413.3

39160 20.00 12.32 0.00 289.8 0.0 0.0 0.0 260.8 29.0 0.0 0.80 231.8 59,645.2

39180 20.00 0.31 22.41 126.3 224.1 224.1 0.0 113.7 12.6 0.0 0.80 101.0 59,522.1

39190 10.00 0.12 42.45 2.1 324.3 324.3 0.0 1.9 0.2 0.0 0.80 1.7 59,199.5

39200 10.00 0.51 12.82 3.2 276.3 27.6 248.7 2.9 0.3 0.0 0.80 2.6 58,925.7

39220 20.00 8.67 0.00 91.8 128.2 73.4 54.8 82.6 9.2 0.0 0.80 73.4 58,871.0

39230 10.00 40.64 0.00 246.6 0.0 0.0 0.0 221.9 24.7 0.0 0.80 197.3 59,068.3

39240 10.00 29.12 0.00 348.8 0.0 0.0 0.0 313.9 34.9 0.0 0.80 279.0 59,347.3

39250 10.00 32.17 0.00 306.5 0.0 0.0 0.0 275.9 30.7 -0.1 0.80 245.2 59,592.5

39260 10.00 21.36 0.00 267.7 0.0 0.0 0.0 240.9 26.8 0.0 0.80 214.2 59,806.7

39270 10.00 15.54 0.00 184.5 0.0 0.0 0.0 166.1 18.5 -0.1 0.80 147.6 59,954.3

39280 10.00 16.67 0.00 161.0 0.0 0.0 0.0 144.9 16.1 0.0 0.80 128.8 60,083.1

39290 10.00 14.74 0.00 157.0 0.0 0.0 0.0 141.3 15.7 0.0 0.80 125.6 60,208.7

39300 10.00 13.21 0.00 139.7 0.0 0.0 0.0 125.7 14.0 0.0 0.80 111.8 60,320.4

39310 10.00 12.34 0.00 127.7 0.0 0.0 0.0 114.9 12.8 0.0 0.80 102.2 60,422.6

39320 10.00 9.47 0.09 109.1 0.4 0.4 0.0 98.2 10.9 0.0 0.80 87.3 60,509.5

39340 20.00 4.18 1.35 136.5 14.4 14.4 0.0 122.9 13.7 -0.1 0.80 109.2 60,604.3

39360 20.00 4.30 0.00 84.8 13.5 13.5 0.0 76.3 8.5 0.0 0.80 67.8 60,658.6

39380 20.00 2.98 0.00 72.8 0.0 0.0 0.0 65.5 7.3 0.0 0.80 58.2 60,716.8

39400 20.00 0.80 0.01 37.8 0.1 0.1 0.0 34.0 3.8 0.0 0.80 30.2 60,747.0

39420 20.00 0.01 1.40 8.1 14.0 14.0 0.0 7.3 0.8 0.0 0.80 6.5 60,739.5

39440 20.00 0.02 2.12 0.3 35.2 35.2 0.0 0.3 0.0 0.0 0.80 0.2 60,704.5

39450 10.00 0.36 0.99 1.9 15.6 15.6 0.0 1.7 0.2 0.0 0.80 1.5 60,690.4

39460 10.00 14.80 0.73 75.8 8.6 8.6 0.0 68.2 7.6 0.0 0.80 60.6 60,742.5

39470 10.00 1.77 1.48 82.8 11.0 11.0 0.0 74.5 8.3 0.0 0.80 66.2 60,797.7

39480 10.00 0.50 17.82 11.3 96.5 96.5 0.0 10.2 1.1 0.0 0.80 9.0 60,710.2

39490 10.00 0.24 3.14 3.7 104.8 21.0 83.8 3.3 0.4 0.0 0.80 3.0 60,608.4

Page 45: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 039+000 A KM 040+000 (continuación)

39500 10.00 13.59 0.00 69.1 15.7 15.7 0.0 62.2 6.9 0.0 0.80 55.3 60,648.0

39525.79 25.79 2.39 0.00 206.0 0.0 0.0 0.0 185.4 20.6 0.0 0.80 164.8 60,812.8

39520 2.39 0.00 0.0 0.0 60,812.8

39540 20.00 5.19 0.00 75.8 0.0 0.0 0.0 68.2 7.6 0.0 0.80 60.6 60,873.4

39560 20.00 16.50 0.00 216.9 0.0 0.0 0.0 195.2 21.7 0.0 0.80 173.5 61,046.9

39570 10.00 14.18 0.00 153.4 0.0 0.0 0.0 138.1 15.3 0.0 0.80 122.7 61,169.7

39580 10.00 23.04 0.00 186.1 0.0 0.0 0.0 167.5 18.6 0.0 0.80 148.9 61,318.5

39600 20.00 37.38 0.00 604.2 0.0 0.0 0.0 543.8 60.4 0.0 0.80 483.4 61,801.9

39610 10.00 20.17 0.00 287.7 0.0 0.0 0.0 258.9 28.8 0.0 0.80 230.2 62,032.1

39620 10.00 20.23 0.00 202.0 0.0 0.0 0.0 181.8 20.2 0.0 0.80 161.6 62,193.7

39640 20.00 13.22 0.00 334.5 0.0 0.0 0.0 301.1 33.5 -0.1 0.80 267.6 62,461.3

39650 10.00 12.93 0.00 130.7 0.0 0.0 0.0 117.6 13.1 0.0 0.80 104.6 62,565.8

39660 10.00 15.55 0.00 142.4 0.0 0.0 0.0 128.2 14.2 0.0 0.80 113.9 62,679.7

39670 10.00 18.62 0.00 170.8 0.0 0.0 0.0 153.7 17.1 0.0 0.80 136.6 62,816.4

39680 10.00 30.02 0.00 243.2 0.0 0.0 0.0 218.9 24.3 0.0 0.80 194.6 63,010.9

39690 10.00 26.82 0.00 284.2 0.0 0.0 0.0 255.8 28.4 0.0 0.80 227.4 63,238.3

39700 10.00 28.11 0.00 274.6 0.0 0.0 0.0 247.1 27.5 0.0 0.80 219.7 63,458.0

39710 10.00 27.61 0.00 278.6 0.0 0.0 0.0 250.7 27.9 0.0 0.80 222.9 63,680.9

39720 10.00 28.95 0.00 282.8 0.0 0.0 0.0 254.5 28.3 0.0 0.80 226.2 63,907.1

39740 20.00 14.16 0.00 431.0 0.0 0.0 0.0 387.9 43.1 0.0 0.80 344.8 64,251.9

39760 20.00 0.50 0.83 146.6 8.3 8.3 0.0 131.9 14.7 0.0 0.80 117.3 64,360.9

39768 8.00 0.01 1.56 2.0 9.5 1.6 7.9 1.8 0.2 0.0 0.80 1.6 64,353.0

39780 12.00 0.00 3.94 0.0 32.9 32.9 0.0 0.0 0.0 0.0 0.80 0.0 64,320.1

39787 7.00 0.00 4.45 0.0 29.4 29.4 0.0 0.0 0.0 0.0 0.80 0.0 64,290.7

39790 3.00 0.00 4.59 0.0 13.6 13.6 0.0 0.0 0.0 0.0 0.80 0.0 64,277.1

39800 10.00 0.00 4.00 0.0 43.0 43.0 0.0 0.0 0.0 0.0 0.80 0.0 64,234.1

39805 5.00 0.00 4.65 0.0 21.6 21.6 0.0 0.0 0.0 0.0 0.80 0.0 64,212.5

39810 5.00 0.00 5.54 0.0 25.5 25.5 0.0 0.0 0.0 0.0 0.80 0.0 64,187.0

39820 10.00 0.00 3.11 0.0 43.2 43.2 0.0 0.0 0.0 0.0 0.80 0.0 64,143.8

39830 10.00 0.07 1.71 0.4 24.1 24.1 0.0 0.4 0.0 0.0 0.80 0.3 64,120.0

39840 10.00 0.60 0.95 3.4 13.3 13.3 0.0 3.1 0.3 0.0 0.80 2.7 64,109.4

39850 10.00 1.09 1.32 8.5 11.4 11.4 0.0 7.7 0.9 -0.1 0.80 6.8 64,104.8

39860 10.00 0.98 2.31 10.4 18.1 18.1 0.0 9.4 1.0 0.0 0.80 8.3 64,095.0

39880 20.00 34.54 0.00 355.3 23.1 23.1 0.0 319.8 35.5 0.0 0.80 284.2 64,356.2

39900 20.00 23.57 0.00 581.1 0.0 0.0 0.0 523.0 58.1 0.0 0.80 464.9 64,821.1

39920 20.00 12.45 0.00 360.2 0.0 0.0 0.0 324.2 36.0 0.0 0.80 288.2 65,109.2

39940 20.00 32.15 0.00 446.0 0.0 0.0 0.0 401.4 44.6 0.0 0.80 356.8 65,466.0

39960 20.00 10.76 0.00 429.2 0.0 0.0 0.0 386.3 42.9 0.0 0.80 343.4 65,809.4

39980 20.00 4.56 0.01 153.3 0.1 0.1 0.0 138.0 15.3 0.0 0.80 122.6 65,931.9

40000 20.00 14.62 0.00 191.8 0.1 0.1 0.0 172.6 19.2 0.0 0.80 153.4 66,085.3

TOTALES 10,880.3 2,358.2 1,963.0 395.2 9,792.4 1,088.4 -0.5

Page 46: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 040+000 A KM 041+000

40000 14.62 0.00 66,085.3

40020 20.00 119.82 0.00 1,344.4 0.0 0.0 0.0 1,210.0 134.4 0.0 0.80 1,075.5 67,160.8

40040 20.00 9.70 0.00 1,295.2 0.0 0.0 0.0 1,165.7 129.5 0.0 0.80 1,036.2 68,196.9

40060 20.00 3.72 0.02 134.2 0.2 0.2 0.0 120.8 13.4 0.0 0.80 107.4 68,304.1

40080 20.00 13.01 0.19 167.3 2.1 2.1 0.0 150.6 16.7 0.0 0.80 133.8 68,435.8

40100 20.00 19.86 0.00 328.6 1.9 1.9 0.0 295.7 32.9 0.0 0.80 262.9 68,696.8

40120 20.00 21.25 0.00 411.0 0.0 0.0 0.0 287.7 82.2 41.1 0.80 328.8 69,025.6

40140 20.00 12.64 0.00 338.8 0.0 0.0 0.0 237.2 67.8 33.8 0.80 271.0 69,296.7

40160 20.00 9.11 0.00 217.4 0.0 0.0 0.0 21.7 43.5 152.2 0.80 173.9 69,470.6

40170 10.00 8.05 0.00 85.8 0.0 0.0 0.0 8.6 17.2 60.0 0.80 68.6 69,539.2

40180 10.00 5.79 0.00 69.2 0.0 0.0 0.0 6.9 13.8 48.5 0.80 55.4 69,594.6

40190 10.00 2.04 0.13 39.2 0.7 0.7 0.0 31.4 7.8 0.0 0.80 31.4 69,625.2

40200 10.00 1.11 0.10 15.8 1.2 1.2 0.0 12.6 3.2 0.0 0.80 12.6 69,636.7

40210 10.00 7.80 0.00 44.5 0.5 0.5 0.0 35.6 8.9 0.0 0.80 35.6 69,671.8

40220 10.00 16.79 0.00 122.9 0.0 0.0 0.0 98.3 24.6 0.0 0.80 98.3 69,770.1

40240 20.00 27.60 0.02 443.9 0.2 0.2 0.0 355.1 88.8 0.0 0.80 355.1 70,125.0

40260 20.00 9.68 0.07 372.8 0.8 0.8 0.0 298.2 74.6 0.0 0.80 298.2 70,422.5

40280 20.00 0.00 2.69 96.8 27.6 27.6 0.0 77.4 19.4 0.0 0.80 77.4 70,472.3

40287 7.00 0.00 54.63 0.0 200.6 200.6 0.0 0.0 0.0 0.0 0.80 0.0 70,271.7

40290 3.00 0.00 4.90 0.0 89.3 89.3 0.0 0.0 0.0 0.0 0.80 0.0 70,182.4

40300 10.00 0.00 5.66 0.0 52.8 52.8 0.0 0.0 0.0 0.0 0.80 0.0 70,129.6

40310 10.00 0.11 5.37 0.6 55.2 55.2 0.0 0.5 0.1 0.0 0.80 0.5 70,074.9

40320 10.00 0.00 5.14 0.6 52.6 52.6 0.0 0.5 0.1 0.0 0.80 0.5 70,022.8

40330 10.00 0.03 4.86 0.2 50.0 50.0 0.0 0.2 0.0 0.0 0.80 0.2 69,972.9

40332 2.00 0.03 4.27 0.1 9.1 9.1 0.0 0.1 0.0 0.0 0.80 0.1 69,963.9

40340 8.00 26.66 5.03 106.8 37.2 37.2 0.0 85.4 21.4 0.0 0.80 85.4 70,012.1

40360 20.00 5.43 3.01 320.9 80.4 80.4 0.0 256.7 64.2 0.0 0.80 256.7 70,188.5

40370 10.00 2.13 3.75 37.8 33.8 33.8 0.0 30.2 7.6 0.0 0.80 30.2 70,184.9

40380 10.00 0.00 4.92 10.7 43.4 43.4 0.0 8.6 2.1 0.0 0.80 8.6 70,150.1

40390 10.00 0.43 1.39 2.1 31.5 31.5 0.0 1.7 0.4 0.0 0.80 1.7 70,120.2

40400 10.00 1.61 0.00 10.2 7.0 7.0 0.0 8.2 2.0 0.0 0.80 8.2 70,121.4

40420 20.00 5.00 0.00 66.0 0.0 0.0 0.0 52.8 13.2 0.0 0.80 52.8 70,174.2

40440 20.00 7.69 0.00 126.9 0.0 0.0 0.0 101.5 25.4 0.0 0.80 101.5 70,275.7

40460 20.00 14.03 0.00 217.2 0.0 0.0 0.0 173.8 43.4 0.0 0.80 173.8 70,449.5

40480 20.00 11.57 0.00 256.0 0.0 0.0 0.0 204.8 51.2 0.0 0.80 204.8 70,654.3

40500 20.00 18.91 0.00 304.8 0.0 0.0 0.0 243.8 61.0 0.0 0.80 243.8 70,898.1

40520 20.00 9.96 0.00 288.7 0.0 0.0 0.0 231.0 57.7 0.0 0.80 231.0 71,129.1

40527 7.00 8.31 0.00 63.9 0.0 0.0 0.0 57.5 6.4 0.0 0.80 51.1 71,180.2

40530 3.00 7.64 0.00 23.9 0.0 0.0 0.0 21.5 2.4 0.0 0.80 19.1 71,199.3

40540 10.00 6.75 0.04 71.9 0.2 0.2 0.0 64.7 7.2 0.0 0.80 57.5 71,256.6

40550 10.00 7.01 0.07 68.8 0.6 0.6 0.0 61.9 6.9 0.0 0.80 55.0 71,311.1

40555 5.00 5.28 6.62 30.7 16.7 16.7 0.0 27.6 3.1 0.0 0.80 24.6 71,318.9

Page 47: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 040+000 A KM 041+000 (continuación)

40560 5.00 5.80 6.32 27.7 32.3 22.2 10.1 24.9 2.8 0.0 0.80 22.2 71,308.8

40570 10.00 13.95 0.00 98.8 31.6 31.6 0.0 88.9 9.9 0.0 0.80 79.0 71,356.2

40580 10.00 13.81 0.00 138.8 0.0 0.0 0.0 124.9 13.9 0.0 0.80 111.0 71,467.3

40600 20.00 19.86 0.00 336.7 0.0 0.0 0.0 303.0 33.7 0.0 0.80 269.4 71,736.6

40620 20.00 15.83 0.00 356.9 0.0 0.0 0.0 321.2 35.7 0.0 0.80 285.5 72,022.2

40640 20.00 15.78 0.00 316.1 0.0 0.0 0.0 284.5 31.6 0.0 0.80 252.9 72,275.0

40660 20.00 4.71 0.00 204.9 0.0 0.0 0.0 184.4 20.5 0.0 0.80 163.9 72,439.0

40680 20.00 5.26 0.00 99.7 0.0 0.0 0.0 89.7 10.0 0.0 0.80 79.8 72,518.7

40700 20.00 10.71 0.00 159.7 0.0 0.0 0.0 63.9 31.9 63.9 0.80 127.8 72,646.5

40720 20.00 16.24 0.00 269.5 0.0 0.0 0.0 107.8 53.9 107.8 0.80 215.6 72,862.1

40730 10.00 16.21 0.00 162.3 0.0 0.0 0.0 64.9 32.5 64.9 0.80 129.8 72,991.9

40740 10.00 18.22 0.00 172.1 0.0 0.0 0.0 68.8 34.4 68.9 0.80 137.7 73,129.6

40750 10.00 23.75 0.00 209.8 0.0 0.0 0.0 83.9 42.0 83.9 0.80 167.8 73,297.4

40760 10.00 6.92 0.00 153.4 0.0 0.0 0.0 61.4 30.7 61.3 0.80 122.7 73,420.2

40762 2.00 6.46 0.00 13.4 0.0 0.0 0.0 5.4 2.7 5.3 0.80 10.7 73,430.9

40767 5.00 6.10 0.00 31.4 0.0 0.0 0.0 12.6 6.3 12.5 0.80 25.1 73,456.0

40770 3.00 5.92 0.00 18.0 0.0 0.0 0.0 7.2 3.6 7.2 0.80 14.4 73,470.4

40775 5.00 9.34 0.00 38.2 0.0 0.0 0.0 15.3 7.6 15.3 0.80 30.6 73,501.0

40780 5.00 21.67 0.00 77.5 0.0 0.0 0.0 31.0 15.5 31.0 0.80 62.0 73,563.0

40790 10.00 24.12 0.00 228.9 0.0 0.0 0.0 91.6 45.8 91.5 0.80 183.1 73,746.1

40800 10.00 19.46 0.63 217.9 3.2 3.2 0.0 87.2 43.6 87.1 0.80 174.3 73,917.2

40810 10.00 34.63 0.54 270.4 5.9 5.9 0.0 108.2 54.1 108.1 0.80 216.3 74,127.6

40820 10.00 31.58 1.67 331.0 11.0 11.0 0.0 132.4 66.2 132.4 0.80 264.8 74,381.4

40830 10.00 34.41 4.01 329.9 28.4 28.4 0.0 132.0 66.0 131.9 0.80 263.9 74,616.9

40840 10.00 33.39 2.72 339.0 33.7 33.7 0.0 135.6 67.8 135.6 0.80 271.2 74,854.4

40850 10.00 26.06 0.54 297.2 16.3 16.3 0.0 118.9 59.4 118.9 0.80 237.8 75,075.9

40860 10.00 16.83 3.38 214.4 19.6 19.6 0.0 85.8 42.9 85.7 0.80 171.5 75,227.8

40870 10.00 12.53 2.09 146.8 27.4 27.4 0.0 58.7 29.4 58.7 0.80 117.4 75,317.9

40880 10.00 27.90 0.72 202.1 14.0 14.0 0.0 80.8 40.4 80.9 0.80 161.7 75,465.5

40890 10.00 18.82 0.00 233.6 3.6 3.6 0.0 210.2 23.4 0.0 0.80 186.9 75,648.8

40900 10.00 34.33 0.00 265.8 0.0 0.0 0.0 239.2 26.6 0.0 0.80 212.6 75,861.5

40910 10.00 67.39 0.00 508.6 0.0 0.0 0.0 457.7 50.9 0.0 0.80 406.9 76,268.3

40920 10.00 36.89 0.00 521.4 0.0 0.0 0.0 469.3 52.1 0.0 0.80 417.1 76,685.5

40940 20.00 57.15 0.00 940.4 0.0 0.0 0.0 846.4 94.0 0.0 0.80 752.3 77,437.8

40960 20.00 33.28 0.00 904.3 0.0 0.0 0.0 813.9 90.4 0.0 0.80 723.4 78,161.2

40980 20.00 45.08 0.00 783.6 0.0 0.0 0.0 705.2 78.4 0.0 0.80 626.9 78,788.1

41000 20.00 55.73 0.00 1,008.1 0.0 0.0 0.0 907.3 100.8 0.0 0.80 806.5 79,594.6

TOTALES 18,164.9 1,022.6 1,012.5 10.1 13,670.6 2,605.9 1,888.4

Page 48: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 041+000 A KM 042+000

41000 55.73 0.00 79,594.6

41020 20.00 35.29 0.00 910.2 0.0 0.0 0.0 819.2 91.0 0.0 0.80 728.2 80,322.7

41040 20.00 8.32 0.00 436.1 0.0 0.0 0.0 392.5 43.6 0.0 0.80 348.9 80,671.6

41060 20.00 7.91 0.00 162.3 0.0 0.0 0.0 146.1 16.2 0.0 0.80 129.8 80,801.5

41080 20.00 3.78 0.00 116.8 0.0 0.0 0.0 105.1 11.7 0.0 0.80 93.4 80,894.9

41100 20.00 0.00 12.12 37.8 121.2 121.2 0.0 34.0 3.8 0.0 0.80 30.2 80,803.9

41120 20.00 0.00 22.98 0.0 351.0 351.0 0.0 0.0 0.0 0.0 0.80 0.0 80,452.9

41140 20.00 0.00 18.33 0.0 413.1 309.8 103.3 0.0 0.0 0.0 0.80 0.0 80,039.8

41160 20.00 0.46 9.75 4.6 280.8 3.7 277.1 4.1 0.5 0.0 0.80 3.7 79,762.7

41180 20.00 3.68 5.13 41.5 148.9 33.2 115.7 37.4 4.2 0.0 0.80 33.2 79,647.0

41200 20.00 1.07 3.17 47.5 83.1 38.0 45.1 42.8 4.8 0.0 0.80 38.0 79,601.9

41220 20.00 15.42 0.00 164.9 31.7 31.7 0.0 148.4 16.5 0.0 0.80 131.9 79,702.1

41240 20.00 19.26 0.00 346.8 0.0 0.0 0.0 312.1 34.7 0.0 0.80 277.4 79,979.6

41260 20.00 14.83 0.00 340.9 0.0 0.0 0.0 306.8 34.1 0.0 0.80 272.7 80,252.3

41276 16.00 12.00 0.00 214.6 0.0 0.0 0.0 193.1 21.5 0.0 0.80 171.7 80,424.0

41280 4.00 15.89 0.00 55.8 0.0 0.0 0.0 50.2 5.6 0.0 0.80 44.6 80,468.6

41290 10.00 12.18 0.00 140.4 0.0 0.0 0.0 126.4 14.0 0.0 0.80 112.3 80,580.9

41300 10.00 24.80 0.36 184.9 1.8 1.8 0.0 166.4 18.5 0.0 0.80 147.9 80,727.1

41305 5.00 31.08 0.00 139.7 0.9 0.9 0.0 125.7 14.0 0.0 0.80 111.8 80,837.9

41310 5.00 59.81 0.00 227.2 0.0 0.0 0.0 204.5 22.7 0.0 0.80 181.8 81,019.7

41320 10.00 49.28 0.00 545.5 0.0 0.0 0.0 491.0 54.6 -0.1 0.80 436.4 81,456.1

41330 10.00 67.18 0.00 582.3 0.0 0.0 0.0 524.1 58.2 0.0 0.80 465.8 81,921.9

41340 10.00 19.22 0.00 432.0 0.0 0.0 0.0 388.8 43.2 0.0 0.80 345.6 82,267.5

41360 20.00 19.52 0.00 387.4 0.0 0.0 0.0 348.7 38.7 0.0 0.80 309.9 82,577.4

41380 20.00 18.66 0.00 381.8 0.0 0.0 0.0 343.6 38.2 0.0 0.80 305.4 82,882.9

41400 20.00 16.20 0.00 348.7 0.0 0.0 0.0 313.8 34.9 0.0 0.80 279.0 83,161.8

41420 20.00 5.44 0.00 216.4 0.0 0.0 0.0 194.8 21.6 0.0 0.80 173.1 83,335.0

41430 10.00 5.16 0.00 53.0 0.0 0.0 0.0 47.7 5.3 0.0 0.80 42.4 83,377.4

41440 10.00 4.48 0.00 48.2 0.0 0.0 0.0 43.4 4.8 0.0 0.80 38.6 83,415.9

41450 10.00 0.28 0.29 23.8 1.4 1.4 0.0 21.4 2.4 0.0 0.80 19.0 83,433.6

41460 10.00 0.01 2.75 1.4 15.2 15.2 0.0 1.3 0.1 0.0 0.80 1.1 83,419.5

41470 10.00 0.07 2.94 0.4 28.4 28.4 0.0 0.4 0.0 0.0 0.80 0.3 83,391.4

41476 6.00 0.32 2.79 1.2 17.2 17.2 0.0 1.1 0.1 0.0 0.80 1.0 83,375.2

41480 4.00 0.14 4.27 0.9 14.1 14.1 0.0 0.8 0.1 0.0 0.80 0.7 83,361.8

41485 5.00 0.00 4.85 0.4 22.8 22.8 0.0 0.4 0.0 0.0 0.80 0.3 83,339.3

41490 5.00 0.00 5.14 0.0 25.0 25.0 0.0 0.0 0.0 0.0 0.80 0.0 83,314.3

41500 10.00 0.31 2.95 1.5 40.4 40.4 0.0 1.4 0.2 -0.1 0.80 1.2 83,275.1

41510 10.00 20.04 0.09 101.7 15.2 15.2 0.0 91.5 10.2 0.0 0.80 81.4 83,341.3

41520 10.00 19.84 1.76 199.4 9.2 9.2 0.0 179.5 19.9 0.0 0.80 159.5 83,491.6

41530 10.00 33.55 0.00 267.0 8.8 8.8 0.0 240.3 26.7 0.0 0.80 213.6 83,696.4

41540 10.00 34.66 1.31 341.1 6.6 6.6 0.0 307.0 34.1 0.0 0.80 272.9 83,962.7

41560 20.00 34.37 0.00 690.3 13.1 13.1 0.0 621.3 69.0 0.0 0.80 552.2 84,501.8

41580 20.00 74.80 0.00 1,091.7 0.0 0.0 0.0 982.5 109.2 0.0 0.80 873.4 85,375.2

Page 49: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 041+000 A KM 042+000 (continuación)

41600 20.00 14.82 0.00 896.2 0.0 0.0 0.0 806.6 89.6 0.0 0.80 717.0 86,092.1

41620 20.00 9.61 0.00 244.3 0.0 0.0 0.0 219.9 24.4 0.0 0.80 195.4 86,287.6

41640 20.00 6.55 0.00 161.6 0.0 0.0 0.0 145.4 16.2 0.0 0.80 129.3 86,416.8

41660 20.00 4.14 0.00 106.9 0.0 0.0 0.0 96.2 10.7 0.0 0.80 85.5 86,502.4

41680 20.00 5.60 0.00 97.4 0.0 0.0 0.0 87.7 9.7 0.0 0.80 77.9 86,580.3

41700 20.00 7.71 0.00 133.1 0.0 0.0 0.0 119.8 13.3 0.0 0.80 106.5 86,686.8

41720 20.00 7.04 0.00 147.5 0.0 0.0 0.0 132.8 14.8 -0.1 0.80 118.0 86,804.8

41730 10.00 7.41 0.00 72.2 0.0 0.0 0.0 65.0 7.2 0.0 0.80 57.8 86,862.5

41740 10.00 5.57 0.00 64.9 0.0 0.0 0.0 58.4 6.5 0.0 0.80 51.9 86,914.4

41750 10.00 6.63 0.00 61.0 0.0 0.0 0.0 54.9 6.1 0.0 0.80 48.8 86,963.2

41760 10.00 7.22 0.00 69.3 0.0 0.0 0.0 62.4 6.9 0.0 0.80 55.4 87,018.7

41780 20.00 9.31 0.00 165.4 0.0 0.0 0.0 148.9 16.5 0.0 0.80 132.3 87,151.0

41790 10.00 11.25 0.00 102.8 0.0 0.0 0.0 92.5 10.3 0.0 0.80 82.2 87,233.2

41800 10.00 11.07 0.00 111.6 0.0 0.0 0.0 33.5 11.2 66.9 0.80 89.3 87,322.5

41820 20.00 7.77 0.00 188.4 0.0 0.0 0.0 56.5 18.8 113.1 0.80 150.7 87,473.2

41840 20.00 14.60 0.00 223.7 0.0 0.0 0.0 67.1 22.4 134.2 0.80 179.0 87,652.2

41860 20.00 11.98 0.00 265.7 0.0 0.0 0.0 79.7 26.6 159.4 0.80 212.6 87,864.8

41880 20.00 29.37 0.00 413.5 0.0 0.0 0.0 124.1 41.4 248.0 0.80 330.8 88,195.6

41900 20.00 24.00 0.00 533.7 0.0 0.0 0.0 160.1 53.4 320.2 0.80 427.0 88,622.5

41920 20.00 14.94 0.00 389.4 0.0 0.0 0.0 116.8 38.9 233.7 0.80 311.5 88,934.0

41940 20.00 20.85 0.00 358.0 0.0 0.0 0.0 107.4 35.8 214.8 0.80 286.4 89,220.4

41960 20.00 27.93 0.00 487.8 0.0 0.0 0.0 439.0 48.8 0.0 0.80 390.2 89,610.7

41980 20.00 10.63 0.01 385.6 0.1 0.1 0.0 347.0 38.6 0.0 0.80 308.5 89,919.1

42000 20.00 13.07 0.00 237.0 0.1 0.1 0.0 213.3 23.7 0.0 0.80 189.6 90,108.6

TOTALES 15,205.1 1,650.1 1,108.9 541.2 12,194.5 1,520.6 1,490.0

Page 50: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 042+000 A KM 043+000

42000 13.07 0.00 90,108.6

42020 20.00 19.80 0.01 328.6 0.1 0.1 0.0 295.7 32.9 0.0 0.80 262.9 90,371.3

42030 10.00 25.79 0.00 227.9 0.0 0.0 0.0 205.1 22.8 0.0 0.80 182.3 90,553.7

42040 10.00 23.58 0.00 246.8 0.0 0.0 0.0 222.1 24.7 0.0 0.80 197.4 90,751.1

42050 10.00 28.74 0.24 261.6 1.2 1.2 0.0 235.4 26.2 0.0 0.80 209.3 90,959.2

42060 10.00 40.40 0.00 345.7 1.2 1.2 0.0 311.1 34.6 0.0 0.80 276.6 91,234.5

42070 10.00 96.46 2.52 684.3 12.6 12.6 0.0 615.9 68.4 0.0 0.80 547.4 91,769.4

42080 10.00 129.01 0.00 1,127.4 12.6 12.6 0.0 1,014.7 112.7 0.0 0.80 901.9 92,658.7

42090 10.00 181.29 0.00 1,551.5 0.0 0.0 0.0 1,396.4 155.2 -0.1 0.80 1,241.2 93,899.9

42100 10.00 186.80 0.00 1,840.5 0.0 0.0 0.0 1,656.5 184.1 -0.1 0.80 1,472.4 95,372.3

42110 10.00 180.06 0.00 1,834.3 0.0 0.0 0.0 1,650.9 183.4 0.0 0.80 1,467.4 96,839.7

42120 10.00 123.30 0.00 1,516.8 0.0 0.0 0.0 1,365.1 151.7 0.0 0.80 1,213.4 98,053.2

42130 10.00 58.77 0.00 910.3 0.0 0.0 0.0 819.3 91.0 0.0 0.80 728.2 98,781.4

42140 10.00 39.99 0.00 493.8 0.0 0.0 0.0 444.4 49.4 0.0 0.80 395.0 99,176.5

42150 10.00 26.53 0.00 332.6 0.0 0.0 0.0 299.3 33.3 0.0 0.80 266.1 99,442.5

42160 10.00 12.55 0.00 195.4 0.0 0.0 0.0 175.9 19.5 0.0 0.80 156.3 99,598.9

42180 20.00 2.13 0.72 146.8 7.2 7.2 0.0 132.1 14.7 0.0 0.80 117.4 99,709.1

42200 20.00 3.14 0.03 52.7 7.5 7.5 0.0 47.4 5.3 0.0 0.80 42.2 99,743.8

42218 18.00 15.81 24.63 170.6 221.9 136.5 85.4 153.5 17.1 0.0 0.80 136.5 99,658.3

42220 2.00 8.59 20.87 24.4 45.5 19.5 26.0 22.0 2.4 0.0 0.80 19.5 99,632.4

42240 20.00 76.65 0.00 852.4 208.7 208.7 0.0 767.2 85.2 0.0 0.80 681.9 100,105.6

42260 20.00 55.75 0.00 1,324.0 0.0 0.0 0.0 1,191.6 132.4 0.0 0.80 1,059.2 101,164.8

42280 20.00 11.31 0.00 670.6 0.0 0.0 0.0 603.5 67.1 0.0 0.80 536.5 101,701.3

42290 10.00 4.14 2.74 77.2 13.7 13.7 0.0 69.5 7.7 0.0 0.80 61.8 101,749.3

42293 3.00 4.57 14.96 13.1 26.5 10.5 16.0 11.8 1.3 0.0 0.80 10.5 101,733.3

42300 7.00 10.36 0.00 52.2 52.4 41.8 10.6 47.0 5.2 0.0 0.80 41.8 101,722.7

42310 10.00 17.04 0.00 137.0 0.0 0.0 0.0 27.4 13.7 95.9 0.80 109.6 101,832.3

42320 10.00 34.06 0.00 255.5 0.0 0.0 0.0 51.1 25.6 178.8 0.80 204.4 102,036.7

42330 10.00 76.25 0.00 551.6 0.0 0.0 0.0 110.3 55.2 386.1 0.80 441.3 102,477.9

42340 10.00 82.04 1.04 791.5 5.2 5.2 0.0 158.3 79.2 554.0 0.80 633.2 103,105.9

42350 10.00 91.79 0.00 869.1 5.2 5.2 0.0 173.8 86.9 608.4 0.80 695.3 103,796.0

42360 10.00 93.42 0.00 926.0 0.0 0.0 0.0 185.2 92.6 648.2 0.80 740.8 104,536.8

42370 10.00 73.18 0.06 833.0 0.3 0.3 0.0 166.6 83.3 583.1 0.80 666.4 105,202.9

42380 10.00 61.06 0.00 671.2 0.3 0.3 0.0 134.2 67.1 469.9 0.80 537.0 105,739.6

42390 10.00 52.23 0.00 566.5 0.0 0.0 0.0 113.3 56.7 396.5 0.80 453.2 106,192.8

42400 10.00 40.47 1.98 463.5 9.9 9.9 0.0 92.7 46.4 324.4 0.80 370.8 106,553.7

42410 10.00 26.49 1.69 334.8 18.3 18.3 0.0 67.0 33.5 234.3 0.80 267.8 106,803.2

42420 10.00 13.41 0.01 199.5 8.5 8.5 0.0 39.9 20.0 139.6 0.80 159.6 106,954.3

42430 10.00 1.80 3.13 76.0 15.7 15.7 0.0 76.0 0.0 0.0 0.80 60.8 106,999.4

Page 51: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 042+000 A KM 043+000 (continuación)

42440 10.00 0.00 6.20 9.0 46.7 46.7 0.0 9.0 0.0 0.0 0.80 7.2 106,959.9

42450 10.00 0.00 6.59 0.0 63.9 63.9 0.0 0.0 0.0 0.0 0.80 0.0 106,896.0

42460 10.00 0.00 8.05 0.0 73.2 73.2 0.0 0.0 0.0 0.0 0.80 0.0 106,822.8

42480 20.00 0.00 34.37 0.0 424.2 424.2 0.0 0.0 0.0 0.0 0.80 0.0 106,398.6

42482.5 2.50 0.00 36.51 0.0 88.6 88.6 0.0 0.0 0.0 0.0 0.80 0.0 106,310.0

42500 17.50 0.00 4.84 0.0 361.8 361.8 0.0 0.0 0.0 0.0 0.80 0.0 105,948.2

42520 20.00 20.96 0.16 209.6 50.0 50.0 0.0 125.8 62.9 20.9 0.80 167.7 106,065.9

42540 20.00 3.22 0.00 241.9 1.6 1.6 0.0 145.1 72.6 24.2 0.80 193.5 106,257.8

42560 20.00 20.03 0.00 232.5 0.0 0.0 0.0 139.5 69.8 23.2 0.80 186.0 106,443.8

42580 20.00 29.94 0.00 499.6 0.0 0.0 0.0 299.8 149.9 49.9 0.80 399.7 106,843.5

42600 20.00 6.79 0.00 367.3 0.0 0.0 0.0 220.4 110.2 36.7 0.80 293.8 107,137.3

42620 20.00 0.00 4.96 67.9 49.6 49.6 0.0 67.9 0.0 0.0 0.80 54.3 107,142.1

42640 20.00 0.01 2.35 0.1 73.1 73.1 0.0 0.1 0.0 0.0 0.80 0.1 107,069.0

42660 20.00 0.00 1.82 0.1 41.8 41.8 0.0 0.1 0.0 0.0 0.80 0.1 107,027.3

42680 20.00 0.24 0.25 2.4 20.8 20.8 0.0 2.4 0.0 0.0 0.80 1.9 107,008.4

42700 20.00 2.54 0.00 27.9 2.5 2.5 0.0 27.9 0.0 0.0 0.80 22.3 107,028.3

42720 20.00 3.33 0.00 58.7 0.0 0.0 0.0 58.7 0.0 0.0 0.80 47.0 107,075.2

42740 20.00 4.58 0.00 79.0 0.0 0.0 0.0 79.0 0.0 0.0 0.80 63.2 107,138.4

42760 20.00 4.04 0.30 86.2 3.0 0.9 2.1 86.2 0.0 0.0 0.80 69.0 107,204.4

42780 20.00 4.68 1.40 87.2 17.0 17.0 0.0 87.2 0.0 0.0 0.80 69.8 107,257.1

42800 20.00 1.44 5.31 61.2 67.1 67.1 0.0 61.2 0.0 0.0 0.80 49.0 107,239.0

42820 20.00 2.47 3.41 39.1 87.2 87.2 0.0 39.1 0.0 0.0 0.80 31.3 107,183.1

42840 20.00 6.31 1.16 87.8 45.7 45.7 0.0 87.8 0.0 0.0 0.80 70.2 107,207.6

42850 10.00 11.33 0.64 88.2 9.0 9.0 0.0 88.2 0.0 0.0 0.80 70.6 107,269.2

42860 10.00 9.43 0.37 103.8 5.1 5.1 0.0 103.8 0.0 0.0 0.80 83.0 107,347.1

42870 10.00 9.64 0.24 95.4 3.1 3.1 0.0 95.4 0.0 0.0 0.80 76.3 107,420.3

42880 10.00 7.24 0.99 84.4 6.2 6.2 0.0 84.4 0.0 0.0 0.80 67.5 107,481.7

42900 20.00 4.84 1.67 120.8 26.6 26.6 0.0 120.8 0.0 0.0 0.80 96.6 107,551.7

42920 20.00 5.40 1.49 102.4 31.6 31.6 0.0 102.4 0.0 0.0 0.80 81.9 107,602.0

42940 20.00 7.52 0.00 129.2 14.9 14.9 0.0 129.2 0.0 0.0 0.80 103.4 107,690.5

42960 20.00 7.15 0.40 146.7 4.0 4.0 0.0 146.7 0.0 0.0 0.80 117.4 107,803.8

42980 20.00 7.52 0.62 146.7 10.2 10.2 0.0 146.7 0.0 0.0 0.80 117.4 107,911.0

43000 20.00 11.21 1.24 187.3 18.6 18.6 0.0 187.3 0.0 0.0 0.80 149.8 108,042.2

TOTALES 25,319.1 2,321.6 2,181.4 140.2 17,891.3 2,653.9 4,773.9

Page 52: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 043+000 A KM 044+000

43000 11.21 1.24 108,042.2

43020 20.00 20.95 0.00 321.6 12.4 12.4 0.0 321.6 0.0 0.0 0.80 257.3 108,287.1

43031.84 11.84 24.91 0.00 271.5 0.0 0.0 0.0 271.5 0.0 0.0 0.80 217.2 108,504.3

43043 11.16 13.44 0.00 214.0 0.0 0.0 0.0 214.0 0.0 0.0 0.80 171.2 108,675.5

43050 7.00 11.53 0.00 87.4 0.0 0.0 0.0 87.4 0.0 0.0 0.80 69.9 108,745.4

43060 10.00 13.94 0.00 127.3 0.0 0.0 0.0 127.3 0.0 0.0 0.80 101.8 108,847.3

43080 20.00 12.62 0.00 265.6 0.0 0.0 0.0 265.6 0.0 0.0 0.80 212.5 109,059.8

43100 20.00 8.22 0.33 208.4 3.3 3.3 0.0 208.4 0.0 0.0 0.80 166.7 109,223.2

43120 20.00 7.95 0.00 161.7 3.3 3.3 0.0 161.7 0.0 0.0 0.80 129.4 109,349.2

43140 20.00 13.82 0.00 217.7 0.0 0.0 0.0 217.7 0.0 0.0 0.80 174.2 109,523.4

43160 20.00 14.59 0.00 284.1 0.0 0.0 0.0 284.1 0.0 0.0 0.80 227.3 109,750.7

43180 20.00 16.23 0.00 308.2 0.0 0.0 0.0 308.2 0.0 0.0 0.80 246.6 109,997.2

43200 20.00 16.24 0.02 324.7 0.2 0.2 0.0 324.7 0.0 0.0 0.80 259.8 110,256.8

43220 20.00 5.94 1.26 221.8 12.8 12.8 0.0 221.8 0.0 0.0 0.80 177.4 110,421.4

43240 20.00 9.31 0.87 152.5 21.3 21.3 0.0 152.5 0.0 0.0 0.80 122.0 110,522.1

43260 20.00 17.85 0.31 271.6 11.8 11.8 0.0 271.6 0.0 0.0 0.80 217.3 110,727.6

43280 20.00 7.97 0.22 258.2 5.3 5.3 0.0 258.2 0.0 0.0 0.80 206.6 110,928.9

43300 20.00 6.32 0.00 142.9 2.2 2.2 0.0 142.9 0.0 0.0 0.80 114.3 111,041.0

43320 20.00 5.96 0.39 122.8 3.9 3.9 0.0 122.8 0.0 0.0 0.80 98.2 111,135.3

43340 20.00 7.24 0.05 132.0 4.4 4.4 0.0 132.0 0.0 0.0 0.80 105.6 111,236.5

43360 20.00 6.76 0.00 140.0 0.5 0.5 0.0 140.0 0.0 0.0 0.80 112.0 111,348.0

43380 20.00 10.05 0.00 168.1 0.0 0.0 0.0 168.1 0.0 0.0 0.80 134.5 111,482.5

43400 20.00 9.86 0.00 199.1 0.0 0.0 0.0 199.1 0.0 0.0 0.80 159.3 111,641.8

43410 10.00 10.03 0.00 99.5 0.0 0.0 0.0 99.5 0.0 0.0 0.80 79.6 111,721.4

43420 10.00 10.46 0.00 102.5 0.0 0.0 0.0 102.5 0.0 0.0 0.80 82.0 111,803.4

43430 10.00 13.57 0.00 120.2 0.0 0.0 0.0 120.2 0.0 0.0 0.80 96.2 111,899.6

43440 10.00 14.55 0.00 140.6 0.0 0.0 0.0 140.6 0.0 0.0 0.80 112.5 112,012.0

43450 10.00 13.64 0.00 141.0 0.0 0.0 0.0 141.0 0.0 0.0 0.80 112.8 112,124.8

43460 10.00 14.62 0.00 141.3 0.0 0.0 0.0 141.3 0.0 0.0 0.80 113.0 112,237.9

43478.5 18.50 4.50 1.08 176.9 10.0 10.0 0.0 176.9 0.0 0.0 0.80 141.5 112,369.4

43480 1.50 9.19 0.00 10.3 0.8 0.8 0.0 10.3 0.0 0.0 0.80 8.2 112,376.8

43500 20.00 6.55 6.48 157.4 64.8 64.8 0.0 157.4 0.0 0.0 0.80 125.9 112,438.0

43503.1 3.10 8.85 0.00 23.9 10.0 10.0 0.0 23.9 0.0 0.0 0.80 19.1 112,447.1

PUENTE PAUJILSAPA

43533.8 9.27 0.00 0.0 112,447.1

43540 6.20 7.90 0.69 53.2 2.1 2.1 0.0 53.2 0.0 0.0 0.80 42.6 112,487.5

Page 53: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 043+000 A KM 044+000 (continuación)

43558 18.00 11.88 0.00 178.0 6.2 6.2 0.0 178.0 0.0 0.0 0.80 142.4 112,623.7

43560 2.00 10.08 0.00 22.0 0.0 0.0 0.0 22.0 0.0 0.0 0.80 17.6 112,641.3

43580 20.00 9.12 0.00 192.0 0.0 0.0 0.0 192.0 0.0 0.0 0.80 153.6 112,794.9

43600 20.00 8.97 0.00 180.9 0.0 0.0 0.0 180.9 0.0 0.0 0.80 144.7 112,939.7

43610 10.00 6.69 0.00 78.3 0.0 0.0 0.0 78.3 0.0 0.0 0.80 62.6 113,002.3

43620 10.00 5.78 0.00 62.4 0.0 0.0 0.0 62.4 0.0 0.0 0.80 49.9 113,052.2

43630 10.00 4.81 0.00 53.0 0.0 0.0 0.0 53.0 0.0 0.0 0.80 42.4 113,094.6

43640 10.00 2.46 0.00 36.4 0.0 0.0 0.0 36.4 0.0 0.0 0.80 29.1 113,123.7

43650 10.00 2.14 0.00 23.0 0.0 0.0 0.0 23.0 0.0 0.0 0.80 18.4 113,142.1

43660 10.00 1.54 0.00 18.4 0.0 0.0 0.0 18.4 0.0 0.0 0.80 14.7 113,156.9

43680 20.00 0.00 0.55 15.5 5.5 5.5 0.0 15.5 0.0 0.0 0.80 12.4 113,163.8

43700 20.00 0.00 2.46 0.0 30.0 30.0 0.0 0.0 0.0 0.0 0.80 0.0 113,133.8

43720 20.00 0.00 4.83 0.0 72.9 72.9 0.0 0.0 0.0 0.0 0.80 0.0 113,060.9

43740 20.00 0.00 6.78 0.0 116.1 58.0 58.1 0.0 0.0 0.0 0.80 0.0 112,944.8

43760 20.00 0.00 10.00 0.0 167.9 0.0 167.9 0.0 0.0 0.0 0.80 0.0 112,776.9

43780 20.00 0.00 10.68 0.0 206.9 0.0 206.9 0.0 0.0 0.0 0.80 0.0 112,570.0

43800 20.00 0.00 12.88 0.0 235.7 0.0 235.7 0.0 0.0 0.0 0.80 0.0 112,334.3

43820 20.00 0.00 14.63 0.0 275.1 0.0 275.1 0.0 0.0 0.0 0.80 0.0 112,059.2

43840 20.00 0.00 19.08 0.0 337.0 0.0 337.0 0.0 0.0 0.0 0.80 0.0 111,722.2

43860 20.00 0.00 19.68 0.0 387.5 0.0 387.5 0.0 0.0 0.0 0.80 0.0 111,334.7

43880 20.00 0.00 21.33 0.0 410.0 0.0 410.0 0.0 0.0 0.0 0.80 0.0 110,924.7

43900 20.00 0.00 19.06 0.0 403.9 0.0 403.9 0.0 0.0 0.0 0.80 0.0 110,520.8

43920 20.00 0.00 18.43 0.0 374.9 0.0 374.9 0.0 0.0 0.0 0.80 0.0 110,145.9

43940 20.00 0.00 18.43 0.0 368.6 0.0 368.6 0.0 0.0 0.0 0.80 0.0 109,777.3

43960 20.00 0.00 21.78 0.0 402.1 0.0 402.1 0.0 0.0 0.0 0.80 0.0 109,375.2

43980 20.00 0.00 25.50 0.0 472.7 0.0 472.7 0.0 0.0 0.0 0.80 0.0 108,902.5

44000 20.00 0.00 26.10 0.0 515.9 0.0 515.9 0.0 0.0 0.0 0.80 0.0 108,386.6

TOTALES 6,627.9 4,958.0 341.7 432.9 4,183.4 6,627.9 0.0 0.0

Page 54: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 044+000 A KM 045+000

44000 0.00 26.10 108,386.6

44020 20.00 0.00 25.31 0.0 514.1 0.0 514.1 0.0 0.0 0.0 0.80 0.0 107,872.5

44040 20.00 0.00 28.37 0.0 536.8 0.0 536.8 0.0 0.0 0.0 0.80 0.0 107,335.7

44060 20.00 0.00 33.64 0.0 620.0 0.0 620.0 0.0 0.0 0.0 0.80 0.0 106,715.7

44080 20.00 0.00 42.02 0.0 756.6 0.0 756.6 0.0 0.0 0.0 0.80 0.0 105,959.1

44100 20.00 0.00 48.93 0.0 909.5 0.0 909.5 0.0 0.0 0.0 0.80 0.0 105,049.6

44120 20.00 0.00 55.86 0.0 1,047.9 0.0 1,047.9 0.0 0.0 0.0 0.80 0.0 104,001.7

44140 20.00 0.00 48.35 0.0 1,042.1 0.0 1,042.1 0.0 0.0 0.0 0.80 0.0 102,959.6

44160 20.00 0.40 2.55 4.0 509.0 3.2 505.8 4.0 0.0 0.0 0.80 3.2 102,453.8

44185.04 25.04 15.36 0.00 197.3 32.0 32.0 197.3 0.0 0.0 0.80 157.8 102,579.6

44180 15.36 0.00 102,579.6

44200 20.00 53.98 0.00 693.4 0.0 0.0 554.7 69.3 69.4 0.80 554.7 103,134.3

44210 10.00 88.97 0.00 714.7 0.0 0.0 571.8 71.5 71.4 0.80 571.8 103,706.1

44220 10.00 75.05 0.00 820.1 0.0 0.0 656.1 82.0 82.0 0.80 656.1 104,362.2

44230 10.00 76.30 0.00 756.7 0.0 0.0 605.4 75.7 75.6 0.80 605.4 104,967.5

44240 10.00 69.13 0.00 727.1 0.0 0.0 581.7 72.7 72.7 0.80 581.7 105,549.2

44250 10.00 73.79 0.00 714.6 0.0 0.0 571.7 71.5 71.4 0.80 571.7 106,120.9

44260 10.00 61.98 0.00 678.8 0.0 0.0 543.0 67.9 67.9 0.80 543.0 106,663.9

44270 10.00 61.98 0.00 619.8 0.0 0.0 495.8 62.0 62.0 0.80 495.8 107,159.8

44280 10.00 78.72 0.00 703.5 0.0 0.0 562.8 70.4 70.3 0.80 562.8 107,722.6

44290 10.00 71.17 0.00 749.4 0.0 0.0 599.5 74.9 75.0 0.80 599.5 108,322.1

44300 10.00 61.60 0.00 663.9 0.0 0.0 531.1 66.4 66.4 0.80 531.1 108,853.2

44320 20.00 77.00 0.00 1,386.0 0.0 0.0 1,108.8 138.6 138.6 0.80 1,108.8 109,962.0

44340 20.00 59.89 0.00 1,368.8 0.0 0.0 1,095.0 136.9 136.9 0.80 1,095.0 111,057.0

44360 20.00 29.56 0.00 894.5 0.0 0.0 894.5 0.0 0.0 0.80 715.6 111,772.6

44380 20.00 16.47 0.00 460.3 0.0 0.0 460.3 0.0 0.0 0.80 368.2 112,140.9

44400 20.00 6.64 0.00 231.1 0.0 0.0 231.1 0.0 0.0 0.80 184.9 112,325.8

44420 20.00 1.81 0.35 84.5 3.5 3.5 0.0 84.5 0.0 0.0 0.80 67.6 112,389.9

44440 20.00 4.11 1.94 59.2 22.9 22.9 0.0 59.2 0.0 0.0 0.80 47.4 112,414.3

44460 20.00 12.33 0.00 164.5 19.4 10.6 8.8 164.5 0.0 0.0 0.80 131.6 112,526.5

44480 20.00 1.87 1.31 142.0 13.1 13.1 0.0 142.0 0.0 0.0 0.80 113.6 112,627.0

44500 20.00 0.73 0.42 26.0 17.2 17.2 0.0 26.0 0.0 0.0 0.80 20.8 112,630.6

44520 20.00 1.74 1.03 24.7 14.4 14.4 0.0 24.7 0.0 0.0 0.80 19.8 112,636.0

44540 20.00 0.12 3.26 18.6 42.9 42.9 0.0 18.6 0.0 0.0 0.80 14.9 112,608.0

44560 20.00 0.00 5.99 1.2 92.5 92.5 0.0 1.2 0.0 0.0 0.80 1.0 112,516.4

44580 20.00 0.00 6.04 0.0 120.3 54.1 66.2 0.0 0.0 0.0 0.80 0.0 112,396.1

44587 7.00 0.00 11.63 0.0 61.8 0.0 61.8 0.0 0.0 0.0 0.80 0.0 112,334.3

44590 3.00 0.00 50.86 0.0 93.7 0.0 93.7 0.0 0.0 0.0 0.80 0.0 112,240.6

44600 10.00 0.00 8.69 0.0 297.7 0.0 297.7 0.0 0.0 0.0 0.80 0.0 111,942.9

44620 20.00 0.00 7.09 0.0 157.8 0.0 157.8 0.0 0.0 0.0 0.80 0.0 111,785.1

Page 55: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 044+000 A KM 045+000 (continuación)

44640 20.00 0.00 5.75 0.0 128.4 0.0 128.4 0.0 0.0 0.0 0.80 0.0 111,656.7

44660 20.00 0.00 3.82 0.0 95.7 0.0 95.7 0.0 0.0 0.0 0.80 0.0 111,561.0

44680 20.00 4.53 1.48 45.3 53.1 36.2 16.9 45.3 0.0 0.0 0.80 36.2 111,544.2

44700 20.00 7.50 0.95 120.3 24.3 24.3 0.0 120.3 0.0 0.0 0.80 96.2 111,616.1

44720 20.00 7.51 0.05 150.1 10.0 10.0 0.0 150.1 0.0 0.0 0.80 120.1 111,726.2

44740 20.00 3.88 0.09 113.9 1.4 1.4 0.0 113.9 0.0 0.0 0.80 91.1 111,815.9

44760 20.00 6.00 0.00 98.8 1.0 0.9 0.1 98.8 0.0 0.0 0.80 79.0 111,893.9

44780 20.00 4.85 0.49 108.4 4.9 4.9 0.0 108.4 0.0 0.0 0.80 86.7 111,975.8

44800 20.00 1.52 1.04 63.6 15.2 15.2 0.0 63.6 0.0 0.0 0.80 50.9 112,011.4

44820 20.00 0.21 1.67 17.3 27.1 27.1 0.0 17.3 0.0 0.0 0.80 13.8 111,998.2

44840 20.00 0.00 3.75 2.1 54.3 54.3 0.0 2.1 0.0 0.0 0.80 1.7 111,945.6

44860 20.00 0.00 3.70 0.0 74.5 74.5 0.0 0.0 0.0 0.0 0.80 0.0 111,871.1

44880 20.00 0.86 1.32 8.6 50.1 50.1 0.0 8.6 0.0 0.0 0.80 6.9 111,827.8

44900 20.00 2.28 0.28 31.4 15.9 15.9 0.0 31.4 0.0 0.0 0.80 25.1 111,837.1

44920 20.00 5.07 0.02 73.5 2.9 2.9 0.0 73.5 0.0 0.0 0.80 58.8 111,893.0

44940 20.00 6.60 0.00 116.7 0.2 0.2 0.0 116.7 0.0 0.0 0.80 93.4 111,986.1

44960 20.00 12.74 0.00 193.4 0.0 0.0 0.0 193.4 0.0 0.0 0.80 154.7 112,140.8

44980 20.00 14.89 0.00 276.3 0.0 0.0 0.0 276.3 0.0 0.0 0.80 221.0 112,361.9

45000 20.00 22.25 0.00 371.4 0.0 0.0 0.0 371.4 0.0 0.0 0.80 297.1 112,659.0

TOTALES 14,695.8 7,484.2 592.3 927.1 5,964.8 12,576.4 1,059.8 1,059.6

KM 045+000 A KM 046+000

45000 22.25 0.00 112,659.0

45020 20.00 25.80 0.00 480.5 0.0 0.0 0.0 480.5 0.0 0.0 0.80 384.4 113,043.4

45040 20.00 24.28 0.00 500.8 0.0 0.0 0.0 500.8 0.0 0.0 0.80 400.6 113,444.0

45060 20.00 23.33 0.00 476.1 0.0 0.0 0.0 476.1 0.0 0.0 0.80 380.9 113,824.9

45080 20.00 28.84 0.00 521.7 0.0 0.0 0.0 521.7 0.0 0.0 0.80 417.4 114,242.3

45100 20.00 23.11 0.00 519.5 0.0 0.0 0.0 519.5 0.0 0.0 0.80 415.6 114,657.9

45120 20.00 18.60 0.00 417.1 0.0 0.0 0.0 417.1 0.0 0.0 0.80 333.7 114,991.6

45140 20.00 8.91 0.00 275.0 0.0 0.0 0.0 275.0 0.0 0.0 0.80 220.0 115,211.6

45160 20.00 0.76 0.34 96.7 3.4 3.4 0.0 96.7 0.0 0.0 0.80 77.4 115,285.5

45180 20.00 0.12 1.68 8.9 20.1 20.1 0.0 8.9 0.0 0.0 0.80 7.1 115,272.5

45200 20.00 0.00 6.86 1.2 85.4 85.4 0.0 1.2 0.0 0.0 0.80 1.0 115,188.1

45220 20.00 0.00 8.14 0.0 150.0 150.0 0.0 0.0 0.0 0.0 0.80 0.0 115,038.1

45240 20.00 0.00 6.78 0.0 149.2 119.4 29.8 0.0 0.0 0.0 0.80 0.0 114,888.9

45260 20.00 0.71 0.63 7.1 74.1 5.7 68.4 7.1 0.0 0.0 0.80 5.7 114,820.5

45280 20.00 2.67 0.00 33.8 6.3 6.3 0.0 33.8 0.0 0.0 0.80 27.0 114,841.2

45300 20.00 3.06 0.00 57.3 0.0 0.0 0.0 57.3 0.0 0.0 0.80 45.8 114,887.1

45320 20.00 2.40 0.00 54.6 0.0 0.0 0.0 54.6 0.0 0.0 0.80 43.7 114,930.7

45340 20.00 2.07 0.00 44.6 0.0 0.0 0.0 44.6 0.0 0.0 0.80 35.7 114,966.4

45360 20.00 0.91 0.14 29.7 1.4 1.4 0.0 29.7 0.0 0.0 0.80 23.8 114,988.8

45380 20.00 0.00 1.79 9.1 19.3 19.3 0.0 9.1 0.0 0.0 0.80 7.3 114,976.8

Page 56: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

45400 20.00 0.00 4.25 0.0 60.3 60.3 0.0 0.0 0.0 0.0 0.80 0.0 114,916.5

45420 20.00 0.00 4.07 0.0 83.2 49.9 33.3 0.0 0.0 0.0 0.80 0.0 114,833.3

45440 20.00 0.00 2.85 0.0 69.2 0.0 69.2 0.0 0.0 0.0 0.80 0.0 114,764.1

45460 20.00 0.17 0.55 1.7 34.0 1.4 32.6 1.7 0.0 0.0 0.80 1.4 114,731.4

45480 20.00 23.13 0.28 233.0 8.3 8.3 0.0 233.0 0.0 0.0 0.80 186.4 114,909.5

45500 20.00 60.30 4.61 834.3 48.9 48.9 0.0 834.3 0.0 0.0 0.80 667.4 115,528.1

45520 20.00 11.65 0.00 719.5 46.1 46.1 0.0 719.5 0.0 0.0 0.80 575.6 116,057.6

45540 20.00 17.95 0.00 296.0 0.0 0.0 0.0 296.0 0.0 0.0 0.80 236.8 116,294.4

45560 20.00 18.99 0.00 369.5 0.0 0.0 0.0 369.5 0.0 0.0 0.80 295.6 116,590.0

45580 20.00 5.12 0.00 241.1 0.0 0.0 0.0 241.1 0.0 0.0 0.80 192.9 116,782.8

45600 20.00 12.58 0.00 177.0 0.0 0.0 0.0 177.0 0.0 0.0 0.80 141.6 116,924.4

45620 20.00 14.84 0.00 274.2 0.0 0.0 0.0 274.2 0.0 0.0 0.80 219.4 117,143.8

45640 20.00 25.46 0.00 402.9 0.0 0.0 0.0 402.9 0.0 0.0 0.80 322.3 117,466.1

45660 20.00 95.73 0.00 1,211.9 0.0 0.0 0.0 1,211.9 0.0 0.0 0.80 969.5 118,435.6

45680 20.00 30.29 0.00 1,260.2 0.0 0.0 0.0 1,260.2 0.0 0.0 0.80 1,008.2 119,443.8

45700 20.00 50.93 0.00 812.2 0.0 0.0 0.0 812.2 0.0 0.0 0.80 649.8 120,093.6

45720 20.00 12.04 0.00 629.7 0.0 0.0 0.0 629.7 0.0 0.0 0.80 503.8 120,597.3

45740 20.00 10.84 2.26 228.8 22.6 22.6 0.0 228.8 0.0 0.0 0.80 183.0 120,757.8

45760 20.00 0.15 15.35 109.8 176.1 176.1 0.0 109.8 0.0 0.0 0.80 87.8 120,669.5

KM 045+000 A KM 046+000 (continuación)

45770 10.00 0.99 12.39 5.7 138.7 138.7 0.0 5.7 0.0 0.0 0.80 4.6 120,535.4

45780 10.00 0.51 13.13 7.5 127.6 127.6 0.0 7.5 0.0 0.0 0.80 6.0 120,413.8

45790 10.00 0.00 10.07 2.5 116.0 116.0 0.0 2.5 0.0 0.0 0.80 2.0 120,299.8

45800 10.00 0.00 8.77 0.0 94.2 94.2 0.0 0.0 0.0 0.0 0.80 0.0 120,205.6

45810 10.00 0.00 7.13 0.0 79.5 79.5 0.0 0.0 0.0 0.0 0.80 0.0 120,126.1

45820 10.00 0.00 5.65 0.0 63.9 63.9 0.0 0.0 0.0 0.0 0.80 0.0 120,062.2

45830 10.00 5.84 3.78 29.2 47.2 47.2 0.0 29.2 0.0 0.0 0.80 23.4 120,038.3

45840 10.00 7.49 2.07 66.6 29.3 29.3 0.0 66.6 0.0 0.0 0.80 53.3 120,062.3

45850 10.00 3.15 3.02 53.2 25.4 25.4 0.0 53.2 0.0 0.0 0.80 42.6 120,079.5

45860 10.00 0.31 2.69 17.3 28.5 28.5 0.0 17.3 0.0 0.0 0.80 13.8 120,064.8

45870 10.00 0.14 3.36 2.2 30.3 27.7 2.6 2.2 0.0 0.0 0.80 1.8 120,036.3

45880 10.00 0.00 4.90 0.7 41.3 0.6 40.7 0.7 0.0 0.0 0.80 0.6 119,995.5

45890 10.00 0.11 5.23 0.5 50.6 0.4 50.2 0.5 0.0 0.0 0.80 0.4 119,945.3

45900 10.00 0.63 5.53 3.7 53.8 3.0 50.8 3.7 0.0 0.0 0.80 3.0 119,894.5

45910 10.00 2.71 6.14 16.7 58.3 13.4 44.9 16.7 0.0 0.0 0.80 13.4 119,849.5

45920 10.00 0.08 5.35 14.0 57.5 11.2 46.3 14.0 0.0 0.0 0.80 11.2 119,803.2

45930 10.00 0.00 7.89 0.4 66.2 0.3 65.9 0.4 0.0 0.0 0.80 0.3 119,737.4

45940 10.00 0.00 7.74 0.0 78.1 0.0 78.1 0.0 0.0 0.0 0.80 0.0 119,659.3

45950 10.00 0.00 11.89 0.0 98.2 0.0 98.2 0.0 0.0 0.0 0.80 0.0 119,561.1

45960 10.00 0.00 18.62 0.0 152.5 0.0 152.5 0.0 0.0 0.0 0.80 0.0 119,408.6

45970 10.00 0.00 25.07 0.0 218.4 0.0 218.4 0.0 0.0 0.0 0.80 0.0 119,190.2

45980 10.00 0.69 28.01 3.5 265.4 2.8 262.6 3.5 0.0 0.0 0.80 2.8 118,927.6

45990 10.00 1.62 30.43 11.6 292.2 9.3 282.9 11.6 0.0 0.0 0.80 9.3 118,644.6

46000 10.00 0.73 35.25 11.8 328.4 9.4 319.0 11.8 0.0 0.0 0.80 9.4 118,325.7

Page 57: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

TOTALES 11,582.6 3,599.4 1,652.9 1,946.5 0.0 11,582.6 0.0 0.0

KM 046+000 A KM 047+000

46000 0.73 35.25 118,325.7

46010 10.00 3.35 34.29 20.4 347.7 16.3 331.4 20.4 0.0 0.0 0.80 16.3 117,994.3

46020 10.00 7.36 25.99 53.6 301.4 42.9 258.5 53.6 0.0 0.0 0.80 42.9 117,735.8

46030 10.00 0.01 24.94 36.9 254.6 29.5 225.1 36.9 0.0 0.0 0.80 29.5 117,510.7

46040 10.00 6.33 24.96 31.7 249.5 25.4 224.1 31.7 0.0 0.0 0.80 25.4 117,286.6

46050 10.00 28.01 9.18 171.7 170.7 137.4 33.3 171.7 0.0 0.0 0.80 137.4 117,253.2

46060 10.00 44.15 8.27 360.8 87.2 87.2 0.0 360.8 0.0 0.0 0.80 288.6 117,454.7

46070 10.00 66.36 15.87 552.6 120.7 120.7 0.0 552.6 0.0 0.0 0.80 442.1 117,776.0

46080 10.00 24.58 14.19 454.7 150.3 150.3 0.0 454.7 0.0 0.0 0.80 363.8 117,989.5

46090 10.00 0.00 36.80 122.9 254.9 254.9 0.0 122.9 0.0 0.0 0.80 98.3 117,832.9

46100 10.00 0.00 43.94 0.0 403.7 403.7 0.0 0.0 0.0 0.0 0.80 0.0 117,429.2

46120 20.00 0.57 49.12 5.7 930.6 186.1 744.5 5.7 0.0 0.0 0.80 4.6 116,503.2

46140 20.00 17.37 23.62 179.4 727.5 143.5 584.0 179.4 0.0 0.0 0.80 143.5 115,919.2

46152 12.00 98.67 0.00 696.2 141.7 141.7 0.0 696.2 0.0 0.0 0.80 557.0 116,334.5

46160 8.00 110.51 0.00 836.7 0.0 0.0 0.0 836.7 0.0 0.0 0.80 669.4 117,003.8

46170 10.00 149.71 0.00 1,301.1 0.0 0.0 0.0 1,301.1 0.0 0.0 0.80 1,040.9 118,044.7

46180 10.00 141.80 0.00 1,457.6 0.0 0.0 0.0 1,457.6 0.0 0.0 0.80 1,166.1 119,210.8

46200 20.00 150.78 0.00 2,925.8 0.0 0.0 0.0 2,925.8 0.0 0.0 0.80 2,340.6 121,551.4

46206 6.00 183.28 0.00 1,002.2 0.0 0.0 0.0 1,002.2 0.0 0.0 0.80 801.8 122,353.2

46213 7.00 308.86 0.00 1,722.5 0.0 0.0 0.0 1,722.5 0.0 0.0 0.80 1,378.0 123,731.2

46220 7.00 219.10 0.00 1,847.9 0.0 0.0 0.0 1,847.9 0.0 0.0 0.80 1,478.3 125,209.5

46223 3.00 274.00 0.00 739.7 0.0 0.0 0.0 739.7 0.0 0.0 0.80 591.8 125,801.3

46236 13.00 193.76 0.00 3,040.4 0.0 0.0 0.0 3,040.4 0.0 0.0 0.80 2,432.3 128,233.6

46240 4.00 159.76 0.00 707.0 0.0 0.0 0.0 707.0 0.0 0.0 0.80 565.6 128,799.2

46247 7.00 78.53 0.00 834.0 0.0 0.0 0.0 834.0 0.0 0.0 0.80 667.2 129,466.4

46253 6.00 184.87 0.00 790.2 0.0 0.0 0.0 790.2 0.0 0.0 0.80 632.2 130,098.5

46260 7.00 230.65 0.00 1,454.3 0.0 0.0 0.0 1,454.3 0.0 0.0 0.80 1,163.4 131,262.0

46280 20.00 0.00 27.49 2,306.5 274.9 0.0 0.0 274.9 2,306.5 0.0 0.0 0.80 1,845.2 132,832.3

46300 20.00 0.00 17.67 0.0 451.6 0.0 0.0 451.6 0.0 0.0 0.0 0.80 0.0 132,380.7

46308 8.00 0.00 14.35 0.0 128.1 0.0 0.0 128.1 0.0 0.0 0.0 0.80 0.0 132,252.6

46320 12.00 0.00 16.03 0.0 182.3 0.0 0.0 182.3 0.0 0.0 0.0 0.80 0.0 132,070.3

46340 20.00 0.00 14.79 0.0 308.2 0.0 0.0 308.2 0.0 0.0 0.0 0.80 0.0 131,762.1

46360 20.00 0.00 22.00 0.0 367.8 0.0 0.0 367.8 0.0 0.0 0.0 0.80 0.0 131,394.3

46380 20.00 0.00 13.03 0.0 350.2 0.0 18.2 332.0 0.0 0.0 0.0 0.80 0.0 131,044.1

46400 20.00 0.00 17.66 0.0 306.9 0.0 306.9 0.0 0.0 0.0 0.80 0.0 130,737.2

46420 20.00 0.00 16.45 0.0 341.1 0.0 341.1 0.0 0.0 0.0 0.80 0.0 130,396.1

46440 20.00 0.00 3.27 0.0 197.2 0.0 197.2 0.0 0.0 0.0 0.80 0.0 130,198.9

46460 20.00 0.06 2.89 0.6 61.6 0.0 61.6 0.6 0.0 0.0 0.80 0.5 130,137.8

46480 20.00 0.52 1.21 5.8 41.0 0.0 41.0 5.8 0.0 0.0 0.80 4.6 130,101.4

KM 046+000 A KM 047+000 (continuación)

46500 20.00 0.24 1.34 7.6 25.4 0.0 19.3 6.1 7.6 0.0 0.0 0.80 6.1 130,082.1

Page 58: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

46520 20.00 37.69 0.00 379.3 13.4 13.4 379.3 0.0 0.0 0.80 303.4 130,372.1

46526 6.00 67.35 0.00 315.1 0.0 0.0 315.1 0.0 0.0 0.80 252.1 130,624.2

46537 11.00 185.97 0.00 1,393.3 0.0 0.0 1,393.3 0.0 0.0 0.80 1,114.6 131,738.8

46540 3.00 168.37 0.00 531.5 0.0 0.0 531.5 0.0 0.0 0.80 425.2 132,164.0

46550 10.00 40.34 0.00 1,043.6 0.0 0.0 1,043.6 0.0 0.0 0.80 834.9 132,998.9

46560 10.00 30.84 0.00 355.9 0.0 0.0 355.9 0.0 0.0 0.80 284.7 133,283.6

46580 20.00 20.76 0.00 516.0 0.0 0.0 516.0 0.0 0.0 0.80 412.8 133,696.4

46600 20.00 12.57 0.00 333.3 0.0 0.0 333.3 0.0 0.0 0.80 266.6 133,963.1

46620 20.00 8.57 2.05 211.3 20.5 0.0 20.5 211.3 0.0 0.0 0.80 169.0 134,111.6

46625 5.00 30.38 0.00 97.4 5.1 0.0 5.1 97.4 0.0 0.0 0.80 77.9 134,184.4

46640 15.00 103.03 0.00 1,000.6 0.0 0.0 1,000.6 0.0 0.0 0.80 800.5 134,984.9

46646 6.00 61.02 0.00 492.2 0.0 0.0 492.2 0.0 0.0 0.80 393.8 135,378.7

46660 14.00 205.85 0.00 1,868.1 0.0 0.0 1,868.1 0.0 0.0 0.80 1,494.5 136,873.2

46670 10.00 183.28 0.00 1,945.7 0.0 0.0 1,945.7 0.0 0.0 0.80 1,556.6 138,429.7

46680 10.00 213.07 0.00 1,981.8 0.0 0.0 1,981.8 0.0 0.0 0.80 1,585.4 140,015.2

46692 12.00 141.61 0.00 2,128.1 0.0 0.0 2,128.1 0.0 0.0 0.80 1,702.5 141,717.6

46700 8.00 156.07 0.00 1,190.7 0.0 0.0 1,190.7 0.0 0.0 0.80 952.6 142,670.2

46708 8.00 174.88 0.00 1,323.8 0.0 0.0 1,323.8 0.0 0.0 0.80 1,059.0 143,729.2

46720 12.00 76.02 0.00 1,505.4 0.0 0.0 1,505.4 0.0 0.0 0.80 1,204.3 144,933.6

46726 6.00 151.35 0.00 682.1 0.0 0.0 682.1 0.0 0.0 0.80 545.7 145,479.2

46735 9.00 149.96 0.00 1,355.9 0.0 0.0 1,355.9 0.0 0.0 0.80 1,084.7 146,564.0

46740 5.00 129.03 0.00 697.5 0.0 0.0 697.5 0.0 0.0 0.80 558.0 147,122.0

46754 14.00 24.94 1.35 1,077.8 9.4 0.0 9.4 1,077.8 0.0 0.0 0.80 862.2 147,974.8

46760 6.00 5.50 7.44 91.3 26.3 0.0 26.3 91.3 0.0 0.0 0.80 73.0 148,021.5

46780 20.00 0.00 24.96 55.0 323.9 0.0 323.9 55.0 0.0 0.0 0.80 44.0 147,741.6

46800 20.00 0.00 37.67 0.0 626.2 0.0 626.2 0.0 0.0 0.0 0.80 0.0 147,115.4

46820 20.00 0.00 33.11 0.0 707.8 0.0 707.8 0.0 0.0 0.0 0.80 0.0 146,407.6

46840 20.00 0.00 36.87 0.0 699.7 0.0 699.7 0.0 0.0 0.0 0.80 0.0 145,707.9

46860 20.00 0.00 34.02 0.0 708.8 0.0 708.8 0.0 0.0 0.0 0.80 0.0 144,999.1

46880 20.00 0.00 32.58 0.0 666.0 0.0 666.0 0.0 0.0 0.0 0.80 0.0 144,333.1

46900 20.00 0.00 25.88 0.0 584.6 0.0 584.6 0.0 0.0 0.0 0.80 0.0 143,748.5

46920 20.00 0.00 20.74 0.0 466.2 0.0 466.2 0.0 0.0 0.0 0.80 0.0 143,282.3

46940 20.00 0.00 13.68 0.0 344.3 0.0 344.3 0.0 0.0 0.0 0.80 0.0 142,938.0

46960 20.00 0.00 11.57 0.0 252.5 0.0 252.5 0.0 0.0 0.0 0.80 0.0 142,685.5

46980 20.00 0.00 12.86 0.0 244.3 0.0 244.3 0.0 0.0 0.0 0.80 0.0 142,441.2

47000 20.00 0.00 13.38 0.0 262.4 0.0 262.4 0.0 0.0 0.0 0.80 0.0 142,178.8

TOTALES 46,239.2 13,138.2 1,739.6 3,399.6 7,999.0 46,239.2 0.0 0.0

KM 047+000 A KM 048+000

47000 0.00 13.38 142,178.8

47020 20.00 0.00 16.68 0.0 300.5 300.5 0.0 0.0 0.0 0.80 0.0 141,878.3

47040 20.00 0.00 15.72 0.0 324.0 324.0 0.0 0.0 0.0 0.80 0.0 141,554.3

47060 20.00 0.00 16.03 0.0 317.4 317.4 0.0 0.0 0.0 0.80 0.0 141,236.9

47080 20.00 0.00 14.75 0.0 307.7 307.7 0.0 0.0 0.0 0.80 0.0 140,929.2

Page 59: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

47100 20.00 0.00 15.27 0.0 300.1 300.1 0.0 0.0 0.0 0.80 0.0 140,629.1

47120 20.00 0.00 13.00 0.0 282.7 282.7 0.0 0.0 0.0 0.80 0.0 140,346.4

47140 20.00 0.00 15.44 0.0 284.4 284.4 0.0 0.0 0.0 0.80 0.0 140,062.0

47160 20.00 0.00 15.36 0.0 308.0 308.0 0.0 0.0 0.0 0.80 0.0 139,754.0

47180 20.00 0.00 16.73 0.0 320.9 320.9 0.0 0.0 0.0 0.80 0.0 139,433.1

47200 20.00 0.00 15.13 0.0 318.5 318.5 0.0 0.0 0.0 0.80 0.0 139,114.6

47220 20.00 0.00 10.63 0.0 257.6 257.6 0.0 0.0 0.0 0.80 0.0 138,857.0

47240 20.00 0.00 9.38 0.0 200.2 200.2 0.0 0.0 0.0 0.80 0.0 138,656.8

47260 20.00 0.00 9.26 0.0 186.4 186.4 0.0 0.0 0.0 0.80 0.0 138,470.4

47280 20.00 12.91 2.36 129.1 116.2 103.3 12.9 129.1 0.0 0.0 0.80 103.3 138,457.5

47297 17.00 15.63 4.58 242.6 59.0 59.0 0.0 242.6 0.0 0.0 0.80 194.1 138,592.6

47300 3.00 16.27 8.24 47.9 19.2 19.2 0.0 47.9 0.0 0.0 0.80 38.3 138,611.7

47308 8.00 0.00 20.58 65.1 115.3 115.3 0.0 65.1 0.0 0.0 0.80 52.1 138,548.5

47312 4.00 0.00 9.67 0.0 60.5 0.0 60.5 0.0 0.0 0.0 0.80 0.0 138,488.0

47320 8.00 0.00 7.89 0.0 70.2 26.3 43.9 0.0 0.0 0.0 0.80 0.0 138,417.8

47340 20.00 0.00 9.16 0.0 170.4 0.0 170.4 0.0 0.0 0.0 0.80 0.0 138,247.4

47360 20.00 0.00 5.97 0.0 151.2 0.0 151.2 0.0 0.0 0.0 0.80 0.0 138,096.2

47380 20.00 0.00 4.57 0.0 105.3 0.0 105.3 0.0 0.0 0.0 0.80 0.0 137,990.9

47400 20.00 1.71 0.79 17.1 53.6 13.7 39.9 17.1 0.0 0.0 0.80 13.7 137,951.0

47420 20.00 1.41 0.17 31.2 9.6 9.6 0.0 31.2 0.0 0.0 0.80 25.0 137,966.3

47440 20.00 1.83 0.85 32.4 10.2 10.2 0.0 32.4 0.0 0.0 0.80 25.9 137,982.1

47460 20.00 2.33 1.86 41.6 27.1 27.1 0.0 41.6 0.0 0.0 0.80 33.3 137,988.2

47480 20.00 2.12 3.29 44.5 51.5 35.6 15.9 44.5 0.0 0.0 0.80 35.6 137,972.3

47500 20.00 0.06 5.01 21.8 83.0 17.4 65.6 21.8 0.0 0.0 0.80 17.4 137,906.8

47520 20.00 0.00 10.21 0.6 152.2 0.5 151.7 0.6 0.0 0.0 0.80 0.5 137,755.1

47540 20.00 0.00 13.59 0.0 238.0 0.0 238.0 0.0 0.0 0.0 0.80 0.0 137,517.1

47548.85 8.85 0.00 18.82 0.0 143.4 0.0 143.4 0.0 0.0 0.0 0.80 0.0 137,373.7

47580 0.00 18.82 137,373.7

47600 20.00 0.00 24.24 0.0 430.6 0.0 430.6 0.0 0.0 0.0 0.80 0.0 136,943.1

47614 14.00 0.00 27.71 0.0 363.6 0.0 363.6 0.0 0.0 0.0 0.80 0.0 136,579.5

47620 6.00 0.00 26.52 0.0 162.7 0.0 162.7 0.0 0.0 0.0 0.80 0.0 136,416.8

47640 20.00 0.00 28.22 0.0 547.4 0.0 547.4 0.0 0.0 0.0 0.80 0.0 135,869.4

47660 20.00 0.00 30.63 0.0 588.5 0.0 588.5 0.0 0.0 0.0 0.80 0.0 135,280.9

47680 20.00 0.00 31.12 0.0 617.5 0.0 617.5 0.0 0.0 0.0 0.80 0.0 134,663.4

47700 20.00 0.00 22.87 0.0 539.9 0.0 539.9 0.0 0.0 0.0 0.80 0.0 134,123.5

KM 047+000 A KM 048+000 (continuación)

47720 20.00 0.00 8.94 0.0 318.1 0.0 318.1 0.0 0.0 0.0 0.80 0.0 133,805.4

47740 20.00 1.85 0.01 18.5 89.5 14.8 74.7 18.5 0.0 0.0 0.80 14.8 133,730.7

47760 20.00 6.09 1.27 79.5 12.8 12.8 0.0 79.5 0.0 0.0 0.80 63.6 133,781.5

47780 20.00 13.96 0.00 200.5 12.7 12.7 0.0 200.5 0.0 0.0 0.80 160.4 133,929.2

47800 20.00 17.22 0.00 311.7 0.0 0.0 0.0 311.7 0.0 0.0 0.80 249.4 134,178.5

47820 20.00 18.97 0.00 361.9 0.0 0.0 0.0 361.9 0.0 0.0 0.80 289.5 134,468.0

47840 20.00 16.37 0.00 353.5 0.0 0.0 0.0 353.5 0.0 0.0 0.80 282.8 134,750.8

47860 20.00 13.99 0.00 303.7 0.0 0.0 0.0 303.7 0.0 0.0 0.80 243.0 134,993.8

Page 60: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

47880 20.00 9.43 0.00 234.3 0.0 0.0 0.0 234.3 0.0 0.0 0.80 187.4 135,181.2

47900 20.00 5.70 0.00 151.3 0.0 0.0 0.0 151.3 0.0 0.0 0.80 121.0 135,302.3

47920 20.00 4.24 0.00 99.4 0.0 0.0 0.0 99.4 0.0 0.0 0.80 79.5 135,381.8

47940 20.00 2.17 0.00 64.1 0.0 0.0 0.0 64.1 0.0 0.0 0.80 51.3 135,433.1

47960 20.00 1.13 0.00 32.9 0.0 0.0 0.0 32.9 0.0 0.0 0.80 26.3 135,459.4

47980 20.00 0.48 0.07 16.1 0.7 0.0 0.0 0.7 16.1 0.0 0.0 0.80 12.9 135,471.6

48000 20.00 1.59 0.65 20.7 7.2 0.0 0.0 7.2 20.7 0.0 0.0 0.80 16.6 135,480.9

TOTALES 2,922.0 9,035.5 477.5 4,828.8 3,729.2 2,922.0 0.0 0.0

KM 048+000 A KM 049+000

48000 1.59 0.65 135,480.9

48020 20.00 1.54 1.14 31.3 17.8 17.8 31.3 0.0 0.0 0.80 25.0 135,488.2

48030 10.00 1.74 0.90 16.4 10.2 10.2 16.4 0.0 0.0 0.80 13.1 135,491.1

48040 10.00 0.74 1.14 12.4 10.2 10.2 12.4 0.0 0.0 0.80 9.9 135,490.8

48050 10.00 0.00 2.38 3.7 17.6 17.6 3.7 0.0 0.0 0.80 3.0 135,476.2

48060 10.00 0.11 4.04 0.6 32.1 32.1 0.6 0.0 0.0 0.80 0.5 135,444.6

48080 20.00 0.03 3.29 1.4 73.2 65.9 7.3 1.4 0.0 0.0 0.80 1.1 135,372.5

48100 20.00 0.00 3.47 0.3 67.5 0.0 67.3 0.2 0.3 0.0 0.0 0.80 0.2 135,305.2

48120 20.00 0.00 4.01 0.0 74.8 0.0 74.8 0.0 0.0 0.0 0.80 0.0 135,230.4

48140 20.00 0.00 4.20 0.0 82.2 0.0 82.2 0.0 0.0 0.0 0.80 0.0 135,148.2

48160 20.00 0.00 5.36 0.0 95.6 0.0 95.6 0.0 0.0 0.0 0.80 0.0 135,052.6

48180 20.00 0.00 5.64 0.0 110.0 0.0 110.0 0.0 0.0 0.0 0.80 0.0 134,942.6

48200 20.00 0.00 5.15 0.0 107.9 0.0 107.9 0.0 0.0 0.0 0.80 0.0 134,834.7

48220 20.00 0.00 5.48 0.0 106.3 0.0 106.3 0.0 0.0 0.0 0.80 0.0 134,728.4

48240 20.00 0.00 4.68 0.0 101.6 0.0 101.6 0.0 0.0 0.0 0.80 0.0 134,626.8

48260 20.00 0.00 5.77 0.0 104.4 0.0 104.4 0.0 0.0 0.0 0.80 0.0 134,522.4

48266 6.00 0.00 10.69 0.0 49.4 0.0 49.4 0.0 0.0 0.0 0.80 0.0 134,473.0

48280 14.00 0.00 2.25 0.0 90.6 0.0 90.6 0.0 0.0 0.0 0.80 0.0 134,382.4

48300 20.00 0.00 2.07 0.0 43.2 0.0 43.2 0.0 0.0 0.0 0.80 0.0 134,339.2

48320 20.00 0.00 1.43 0.0 35.0 0.0 35.0 0.0 0.0 0.0 0.80 0.0 134,304.2

48340 20.00 0.36 0.25 3.6 16.7 2.9 13.8 3.6 0.0 0.0 0.80 2.9 134,290.4

48360 20.00 0.11 0.36 4.7 6.1 3.8 2.3 4.7 0.0 0.0 0.80 3.8 134,288.1

48380 20.00 0.37 0.12 4.8 4.9 3.8 1.1 4.8 0.0 0.0 0.80 3.8 134,287.0

48400 20.00 0.33 0.14 7.0 2.7 2.7 0.0 7.0 0.0 0.0 0.80 5.6 134,289.9

48420 20.00 0.29 0.67 6.1 8.1 4.9 3.2 6.1 0.0 0.0 0.80 4.9 134,286.7

48440 20.00 0.61 0.34 8.9 10.1 7.1 3.0 8.9 0.0 0.0 0.80 7.1 134,283.7

48460 20.00 0.22 0.74 8.2 10.8 6.6 4.2 8.2 0.0 0.0 0.80 6.6 134,279.5

48480 20.00 0.37 1.21 5.9 19.5 4.7 14.8 5.9 0.0 0.0 0.80 4.7 134,264.7

48500 20.00 0.13 1.87 5.0 30.8 4.0 26.8 5.0 0.0 0.0 0.80 4.0 134,237.9

48520 20.00 0.61 1.97 7.4 38.4 5.9 32.5 7.4 0.0 0.0 0.80 5.9 134,205.4

48540 20.00 0.00 3.42 6.1 53.8 4.9 48.9 6.1 0.0 0.0 0.80 4.9 134,156.5

48560 20.00 0.00 5.31 0.0 87.2 0.0 87.2 0.0 0.0 0.0 0.80 0.0 134,069.3

48580 20.00 0.00 5.61 0.0 109.1 0.0 109.1 0.0 0.0 0.0 0.80 0.0 133,960.2

48600 20.00 0.00 6.15 0.0 117.5 0.0 117.5 0.0 0.0 0.0 0.80 0.0 133,842.7

Page 61: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

48620 20.00 0.00 6.19 0.0 123.4 0.0 123.4 0.0 0.0 0.0 0.80 0.0 133,719.3

48640 20.00 0.00 6.11 0.0 122.9 0.0 122.9 0.0 0.0 0.0 0.80 0.0 133,596.4

48660 20.00 0.00 6.05 0.0 121.5 0.0 121.5 0.0 0.0 0.0 0.80 0.0 133,474.9

48680 20.00 0.00 7.34 0.0 133.8 0.0 133.8 0.0 0.0 0.0 0.80 0.0 133,341.1

48700 20.00 0.00 7.93 0.0 152.6 0.0 152.6 0.0 0.0 0.0 0.80 0.0 133,188.5

48706.5 6.50 0.00 15.49 0.0 76.1 0.0 76.1 0.0 0.0 0.0 0.80 0.0 133,112.4

48710 3.50 0.00 7.11 0.0 39.5 0.0 39.5 0.0 0.0 0.0 0.80 0.0 133,072.9

48720 10.00 0.00 9.38 0.0 82.4 0.0 82.4 0.0 0.0 0.0 0.80 0.0 132,990.5

KM 048+000 A KM 049+000 (continuación)

48740 20.00 0.00 13.61 0.0 230.0 0.0 230.0 0.0 0.0 0.0 0.80 0.0 132,760.5

48760 20.00 0.00 12.13 0.0 257.4 0.0 257.4 0.0 0.0 0.0 0.80 0.0 132,503.1

48780 20.00 0.00 6.81 0.0 189.4 0.0 189.4 0.0 0.0 0.0 0.80 0.0 132,313.7

48800 20.00 0.00 6.10 0.0 129.1 0.0 129.1 0.0 0.0 0.0 0.80 0.0 132,184.6

48820 20.00 0.00 5.76 0.0 118.6 0.0 118.6 0.0 0.0 0.0 0.80 0.0 132,066.0

48840 20.00 0.00 6.79 0.0 125.5 0.0 125.5 0.0 0.0 0.0 0.80 0.0 131,940.5

48860 20.00 0.00 4.16 0.0 109.5 0.0 109.5 0.0 0.0 0.0 0.80 0.0 131,831.0

48880 20.00 0.00 2.48 0.0 66.4 0.0 66.4 0.0 0.0 0.0 0.80 0.0 131,764.6

48900 20.00 0.00 0.91 0.0 33.9 0.0 33.9 0.0 0.0 0.0 0.80 0.0 131,730.7

48920 20.00 0.51 0.09 5.1 10.0 5.9 4.1 5.1 0.0 0.0 0.80 4.1 131,724.8

48940 20.00 0.00 1.48 5.1 15.7 11.6 4.1 5.1 0.0 0.0 0.80 4.1 131,713.1

48960 20.00 0.05 0.60 0.6 20.8 20.3 0.5 0.6 0.0 0.0 0.80 0.5 131,692.8

48980 20.00 0.17 0.76 2.2 13.5 11.7 1.8 2.2 0.0 0.0 0.80 1.8 131,681.1

49000 20.00 0.40 0.14 5.7 9.0 4.4 4.6 5.7 0.0 0.0 0.80 4.6 131,676.6

TOTALES 152.5 3,926.3 51.3 3,764.7 110.4 152.5 0.0 0.0

KM 049+000 A KM 050+000

49000 0.40 0.14 131,676.6

49020 20.00 1.64 0.00 20.4 1.4 1.4 20.4 0.0 0.0 0.80 16.3 131,691.6

49040 20.00 2.01 0.00 36.5 0.0 0.0 36.5 0.0 0.0 0.80 29.2 131,720.8

49060 20.00 2.75 0.00 47.6 0.0 0.0 47.6 0.0 0.0 0.80 38.1 131,758.8

49080 20.00 1.37 0.44 41.2 4.4 4.4 41.2 0.0 0.0 0.80 33.0 131,787.4

49100 20.00 0.83 0.80 22.0 12.4 12.4 22.0 0.0 0.0 0.80 17.6 131,792.6

49120 20.00 0.27 1.56 11.0 23.6 23.6 11.0 0.0 0.0 0.80 8.8 131,777.8

49140 20.00 0.00 3.67 2.7 52.4 52.4 2.7 0.0 0.0 0.80 2.2 131,727.6

49160 20.00 1.11 3.97 11.1 76.5 19.1 57.4 11.1 0.0 0.0 0.80 8.9 131,659.9

49180 20.00 0.32 5.67 14.3 96.4 85.0 11.4 14.3 0.0 0.0 0.80 11.4 131,575.0

49200 20.00 0.00 7.44 3.3 131.1 128.5 2.6 3.3 0.0 0.0 0.80 2.6 131,446.5

49220 20.00 0.00 8.12 0.0 155.6 0.0 155.6 0.0 0.0 0.0 0.80 0.0 131,290.9

49240 20.00 0.00 6.26 0.0 143.9 0.0 143.9 0.0 0.0 0.0 0.80 0.0 131,147.0

49260 20.00 0.12 6.42 1.3 126.8 125.8 1.0 1.3 0.0 0.0 0.80 1.0 131,021.3

49280 20.00 0.00 8.58 1.2 150.0 149.0 1.0 1.2 0.0 0.0 0.80 1.0 130,872.2

49300 20.00 0.00 8.46 0.0 170.4 0.0 170.4 0.0 0.0 0.0 0.80 0.0 130,701.8

49320 20.00 0.00 7.30 0.0 157.6 0.0 157.6 0.0 0.0 0.0 0.80 0.0 130,544.2

49340 20.00 0.00 7.77 0.0 150.7 0.0 150.7 0.0 0.0 0.0 0.80 0.0 130,393.5

Page 62: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

49360 20.00 0.00 8.67 0.0 164.4 0.0 164.4 0.0 0.0 0.0 0.80 0.0 130,229.1

49380 20.00 0.00 9.37 0.0 180.4 0.0 180.4 0.0 0.0 0.0 0.80 0.0 130,048.7

49400 20.00 0.00 10.04 0.0 194.1 0.0 194.1 0.0 0.0 0.0 0.80 0.0 129,854.6

49420 20.00 0.00 10.75 0.0 207.9 0.0 207.9 0.0 0.0 0.0 0.80 0.0 129,646.7

49440 20.00 0.00 11.41 0.0 221.6 0.0 221.6 0.0 0.0 0.0 0.80 0.0 129,425.1

49460 20.00 0.00 11.89 0.0 233.0 0.0 233.0 0.0 0.0 0.0 0.80 0.0 129,192.1

49480 20.00 0.00 12.77 0.0 246.6 0.0 246.6 0.0 0.0 0.0 0.80 0.0 128,945.5

49500 20.00 0.00 12.27 0.0 250.4 0.0 250.4 0.0 0.0 0.0 0.80 0.0 128,695.1

49520 20.00 0.00 12.42 0.0 247.0 0.0 247.0 0.0 0.0 0.0 0.80 0.0 128,448.1

49540 20.00 0.00 11.24 0.0 236.6 0.0 236.6 0.0 0.0 0.0 0.80 0.0 128,211.5

49560 20.00 0.00 9.98 0.0 212.2 0.0 212.2 0.0 0.0 0.0 0.80 0.0 127,999.3

49580 20.00 0.00 8.13 0.0 181.1 0.0 181.1 0.0 0.0 0.0 0.80 0.0 127,818.2

49600 20.00 0.00 4.85 0.0 129.8 0.0 129.8 0.0 0.0 0.0 0.80 0.0 127,688.4

49620 20.00 1.40 0.00 14.0 48.5 37.3 11.2 14.0 0.0 0.0 0.80 11.2 127,651.1

49640 20.00 9.17 0.00 105.7 0.0 0.0 0.0 105.7 0.0 0.0 0.80 84.6 127,735.7

49660 20.00 15.33 0.00 245.0 0.0 0.0 0.0 245.0 0.0 0.0 0.80 196.0 127,931.7

49680 20.00 18.62 0.00 339.5 0.0 0.0 0.0 339.5 0.0 0.0 0.80 271.6 128,203.3

49700 20.00 13.78 0.00 324.0 0.0 0.0 0.0 324.0 0.0 0.0 0.80 259.2 128,462.5

49720 20.00 7.42 0.00 212.1 0.0 0.0 0.0 212.1 0.0 0.0 0.80 169.7 128,632.2

49740 20.00 2.10 0.14 95.2 1.4 1.0 0.4 95.2 0.0 0.0 0.80 76.2 128,706.9

49760 20.00 0.77 0.62 28.6 7.7 0.0 7.7 28.6 0.0 0.0 0.80 22.9 128,722.1

KM 049+000 A KM 050+000 (continuación)

49780 20.00 0.42 0.79 11.9 14.1 14.1 11.9 0.0 0.0 0.80 9.5 128,717.5

49800 20.00 0.09 1.37 5.2 21.6 21.6 5.2 0.0 0.0 0.80 4.2 128,700.1

49820 20.00 0.46 0.30 5.5 16.7 16.7 5.5 0.0 0.0 0.80 4.4 128,687.8

49840 20.00 0.34 0.08 8.0 3.7 3.7 8.0 0.0 0.0 0.80 6.4 128,690.5

49860 20.00 0.49 0.06 8.3 1.3 1.3 0.0 8.3 0.0 0.0 0.80 6.6 128,695.8

49880 20.00 2.03 0.00 25.2 0.6 0.6 0.0 25.2 0.0 0.0 0.80 20.2 128,715.4

49900 20.00 1.30 0.00 33.2 0.0 0.0 0.0 33.2 0.0 0.0 0.80 26.6 128,741.9

49920 20.00 0.00 0.95 13.0 9.5 9.5 0.0 13.0 0.0 0.0 0.80 10.4 128,742.8

49940 20.00 0.00 2.62 0.0 35.7 35.7 0.0 0.0 0.0 0.0 0.80 0.0 128,707.1

49960 20.00 0.00 4.45 0.0 70.8 17.7 53.1 0.0 0.0 0.0 0.80 0.0 128,636.3

49980 20.00 0.00 5.13 0.0 95.9 0.0 95.9 0.0 0.0 0.0 0.80 0.0 128,540.4

50000 20.00 0.00 9.15 0.0 142.8 0.0 142.8 0.0 0.0 0.0 0.80 0.0 128,397.6

TOTALES 1,687.0 4,628.6 64.8 4,320.8 243.0 1,687.0 0.0 0.0

KM 050+000 A KM 051+000

50000 0.00 9.15 128,397.6

50020 20.00 0.00 7.25 0.0 164.0 0.0 164.0 0.0 0.0 0.0 0.80 0.0 128,233.6

50040 20.00 0.00 7.96 0.0 152.1 0.0 152.1 0.0 0.0 0.0 0.80 0.0 128,081.5

50060 20.00 0.00 8.59 0.0 165.5 0.0 165.5 0.0 0.0 0.0 0.80 0.0 127,916.0

50080 20.00 0.00 9.27 0.0 178.6 0.0 178.6 0.0 0.0 0.0 0.80 0.0 127,737.4

50100 20.00 0.00 8.49 0.0 177.6 0.0 177.6 0.0 0.0 0.0 0.80 0.0 127,559.8

50120 20.00 0.00 6.68 0.0 151.7 0.0 151.7 0.0 0.0 0.0 0.80 0.0 127,408.1

Page 63: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

50140 20.00 0.00 5.73 0.0 124.1 0.0 124.1 0.0 0.0 0.0 0.80 0.0 127,284.0

50160 20.00 0.00 4.68 0.0 104.1 0.0 104.1 0.0 0.0 0.0 0.80 0.0 127,179.9

50180 20.00 0.01 3.69 0.1 83.7 0.1 83.6 0.1 0.0 0.0 0.80 0.1 127,096.3

50200 20.00 0.04 1.85 0.5 55.3 0.4 54.9 0.5 0.0 0.0 0.80 0.4 127,041.4

50220 20.00 0.86 0.43 9.0 22.7 7.2 15.5 9.0 0.0 0.0 0.80 7.2 127,025.9

50240 20.00 0.00 2.28 8.6 27.1 6.9 20.2 8.6 0.0 0.0 0.80 6.9 127,005.7

50260 20.00 0.05 2.65 0.5 49.4 0.4 49.0 0.5 0.0 0.0 0.80 0.4 126,956.7

50280 20.00 0.56 2.15 6.1 48.0 4.9 43.1 6.1 0.0 0.0 0.80 4.9 126,913.6

50300 20.00 2.57 0.01 31.4 21.6 21.6 0.0 31.4 0.0 0.0 0.80 25.1 126,917.1

50320 20.00 4.95 0.00 75.2 0.1 0.1 0.0 75.2 0.0 0.0 0.80 60.2 126,977.2

50340 20.00 7.90 0.00 128.5 0.0 0.0 0.0 128.5 0.0 0.0 0.80 102.8 127,080.0

50360 20.00 17.68 0.00 255.8 0.0 0.0 0.0 255.8 0.0 0.0 0.80 204.6 127,284.6

50380 20.00 17.49 0.00 351.7 0.0 0.0 0.0 351.7 0.0 0.0 0.80 281.4 127,566.0

50390 10.00 20.06 0.00 187.8 0.0 0.0 0.0 187.8 0.0 0.0 0.80 150.2 127,716.2

50400 10.00 27.34 0.00 237.0 0.0 0.0 0.0 237.0 0.0 0.0 0.80 189.6 127,905.8

50420 20.00 23.55 0.00 508.9 0.0 0.0 0.0 508.9 0.0 0.0 0.80 407.1 128,312.9

50440 20.00 23.36 0.00 469.1 0.0 0.0 0.0 469.1 0.0 0.0 0.80 375.3 128,688.2

50460 20.00 15.24 0.00 385.9 0.0 0.0 0.0 385.9 0.0 0.0 0.80 308.7 128,996.9

50480 20.00 7.71 0.00 229.4 0.0 0.0 0.0 229.4 0.0 0.0 0.80 183.5 129,180.4

50483 3.00 10.15 0.00 26.8 0.0 0.0 0.0 26.8 0.0 0.0 0.80 21.4 129,201.9

50500 17.00 6.09 0.00 138.0 0.0 0.0 0.0 138.0 0.0 0.0 0.80 110.4 129,312.3

50520 20.00 6.23 0.00 123.2 0.0 0.0 0.0 123.2 0.0 0.0 0.80 98.6 129,410.8

50540 20.00 6.63 0.00 128.6 0.0 0.0 0.0 128.6 0.0 0.0 0.80 102.9 129,513.7

50560 20.00 6.46 0.00 131.0 0.0 0.0 0.0 131.0 0.0 0.0 0.80 104.8 129,618.5

50580 20.00 7.30 0.00 137.6 0.0 0.0 0.0 137.6 0.0 0.0 0.80 110.1 129,728.6

50600 20.00 5.20 0.00 125.0 0.0 0.0 0.0 125.0 0.0 0.0 0.80 100.0 129,828.6

50620 20.00 2.52 0.00 77.2 0.0 0.0 0.0 77.2 0.0 0.0 0.80 61.8 129,890.4

50640 20.00 0.58 0.26 30.9 2.6 0.0 2.6 30.9 0.0 0.0 0.80 24.7 129,912.5

50660 20.00 0.76 0.61 13.4 8.8 0.0 8.8 13.4 0.0 0.0 0.80 10.7 129,914.4

50680 20.00 2.68 0.00 34.4 6.1 0.0 6.1 34.4 0.0 0.0 0.80 27.5 129,935.8

50700 20.00 4.63 0.00 73.1 0.0 0.0 0.0 73.1 0.0 0.0 0.80 58.5 129,994.3

50720 20.00 6.33 0.00 109.7 0.0 0.0 0.0 109.7 0.0 0.0 0.80 87.8 130,082.1

50740 20.00 8.53 0.00 148.6 0.0 0.0 0.0 148.6 0.0 0.0 0.80 118.9 130,200.9

50760 20.00 9.27 0.00 177.9 0.0 0.0 0.0 177.9 0.0 0.0 0.80 142.3 130,343.3

KM 050+000 A KM 051+000 (continuación)

50780 20.00 7.90 0.00 171.7 0.0 0.0 0.0 171.7 0.0 0.0 0.80 137.4 130,480.6

50800 20.00 5.55 0.00 134.4 0.0 0.0 0.0 134.4 0.0 0.0 0.80 107.5 130,588.1

50820 20.00 2.03 0.00 75.8 0.0 0.0 0.0 75.8 0.0 0.0 0.80 60.6 130,648.8

50840 20.00 0.00 1.11 20.3 11.1 11.1 0.0 20.3 0.0 0.0 0.80 16.2 130,653.9

50860 20.00 0.00 4.63 0.0 57.4 57.4 0.0 0.0 0.0 0.0 0.80 0.0 130,596.5

50880 20.00 0.00 11.63 0.0 162.6 162.6 0.0 0.0 0.0 0.0 0.80 0.0 130,433.9

50900 20.00 0.00 8.69 0.0 203.2 50.8 152.4 0.0 0.0 0.0 0.80 0.0 130,230.7

50920 20.00 0.00 7.40 0.0 161.0 0.0 161.0 0.0 0.0 0.0 0.80 0.0 130,069.7

50935.5 15.50 0.00 16.86 0.0 188.0 0.0 188.0 0.0 0.0 0.0 0.80 0.0 129,881.7

Page 64: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

50940 4.50 0.00 8.25 0.0 56.5 0.0 56.5 0.0 0.0 0.0 0.80 0.0 129,825.2

50960 20.00 0.00 7.58 0.0 158.3 0.0 158.3 0.0 0.0 0.0 0.80 0.0 129,666.9

50980 20.00 0.00 6.43 0.0 140.1 0.0 140.1 0.0 0.0 0.0 0.80 0.0 129,526.8

51000 20.00 0.00 5.11 0.0 115.3 0.0 115.3 0.0 0.0 0.0 0.80 0.0 129,411.5

TOTALES 4,763.1 2,796.6 323.4 2,455.7 17.5 4,763.1 0.0 0.0

KM 051+000 A KM 052+000

51000 0.00 5.11 129,411.5

51020 20.00 0.00 3.38 0.0 84.9 0.0 84.9 0.0 0.0 0.0 0.80 0.0 129,326.6

51040 20.00 2.39 1.49 23.9 48.7 19.1 29.6 23.9 0.0 0.0 0.80 19.1 129,297.0

51060 20.00 1.21 1.45 35.9 29.3 28.7 0.6 35.9 0.0 0.0 0.80 28.7 129,296.5

51070 10.00 1.18 1.58 11.9 15.1 9.5 5.6 11.9 0.0 0.0 0.80 9.5 129,290.9

51080 10.00 1.65 1.52 14.1 15.5 11.3 4.2 14.1 0.0 0.0 0.80 11.3 129,286.7

51090 10.00 0.63 1.50 11.4 15.1 9.1 6.0 11.4 0.0 0.0 0.80 9.1 129,280.7

51100 10.00 0.00 1.72 3.2 16.1 2.6 13.5 3.2 0.0 0.0 0.80 2.6 129,267.1

51120 20.00 2.07 2.21 20.7 39.2 16.6 22.6 20.7 0.0 0.0 0.80 16.6 129,244.5

51140 20.00 1.53 2.94 36.0 51.4 28.8 22.6 36.0 0.0 0.0 0.80 28.8 129,221.9

51150 10.00 1.73 2.46 16.3 27.0 13.0 14.0 16.3 0.0 0.0 0.80 13.0 129,207.9

51160 10.00 0.99 1.61 13.6 20.3 10.9 9.4 13.6 0.0 0.0 0.80 10.9 129,198.5

51170 10.00 0.11 1.24 5.5 14.2 4.4 9.8 5.5 0.0 0.0 0.80 4.4 129,188.7

51180 10.00 0.15 1.01 1.3 11.2 1.0 10.2 1.3 0.0 0.0 0.80 1.0 129,178.6

51200 20.00 0.95 0.72 11.0 17.4 8.8 8.6 11.0 0.0 0.0 0.80 8.8 129,170.0

51220 20.00 2.51 1.19 34.5 19.1 19.1 0.0 34.5 0.0 0.0 0.80 27.6 129,178.5

51240 20.00 0.02 3.03 25.2 42.1 20.2 21.9 25.2 0.0 0.0 0.80 20.2 129,156.5

51260 20.00 0.00 9.08 0.2 121.1 0.2 120.9 0.2 0.0 0.0 0.80 0.2 129,035.6

51280 20.00 0.00 15.47 0.0 245.5 0.0 245.5 0.0 0.0 0.0 0.80 0.0 128,790.1

51300 20.00 0.00 19.50 0.0 349.7 0.0 349.7 0.0 0.0 0.0 0.80 0.0 128,440.4

51320 20.00 0.00 15.20 0.0 347.0 0.0 347.0 0.0 0.0 0.0 0.80 0.0 128,093.4

51340 20.00 0.00 17.54 0.0 327.5 0.0 327.5 0.0 0.0 0.0 0.80 0.0 127,765.9

51360 20.00 0.00 18.92 0.0 364.6 0.0 364.6 0.0 0.0 0.0 0.80 0.0 127,401.3

51380 20.00 0.00 17.67 0.0 365.9 0.0 365.9 0.0 0.0 0.0 0.80 0.0 127,035.4

51400 20.00 0.00 15.88 0.0 335.5 0.0 335.5 0.0 0.0 0.0 0.80 0.0 126,699.9

51420 20.00 0.00 18.42 0.0 343.0 0.0 343.0 0.0 0.0 0.0 0.80 0.0 126,356.9

51440 20.00 0.00 10.69 0.0 291.1 0.0 291.1 0.0 0.0 0.0 0.80 0.0 126,065.8

51460 20.00 0.00 5.24 0.0 159.3 0.0 159.3 0.0 0.0 0.0 0.80 0.0 125,906.5

51480 20.00 3.73 0.05 37.3 52.8 29.8 23.0 37.3 0.0 0.0 0.80 29.8 125,883.5

51500 20.00 8.71 0.00 124.4 0.5 0.0 0.5 124.4 0.0 0.0 0.80 99.5 125,982.5

51520 20.00 8.08 0.00 167.9 0.0 0.0 0.0 167.9 0.0 0.0 0.80 134.3 126,116.9

51540 20.00 8.73 0.00 168.1 0.0 0.0 0.0 168.1 0.0 0.0 0.80 134.5 126,251.3

51560 20.00 7.74 0.00 164.7 0.0 0.0 0.0 164.7 0.0 0.0 0.80 131.8 126,383.1

51580 20.00 7.05 0.00 147.9 0.0 0.0 0.0 147.9 0.0 0.0 0.80 118.3 126,501.4

51600 20.00 6.05 0.00 131.0 0.0 0.0 0.0 131.0 0.0 0.0 0.80 104.8 126,606.2

51620 20.00 4.41 0.00 104.7 0.0 0.0 0.0 104.7 0.0 0.0 0.80 83.8 126,690.0

51640 20.00 1.40 0.97 58.2 9.8 9.8 58.2 0.0 0.0 0.80 46.6 126,726.7

Page 65: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

51660 20.00 0.62 2.07 20.2 30.5 30.5 20.2 0.0 0.0 0.80 16.2 126,712.4

51680 20.00 0.13 3.23 7.4 53.0 53.0 7.4 0.0 0.0 0.80 5.9 126,665.3

51700 20.00 0.24 3.72 3.6 69.5 69.5 3.6 0.0 0.0 0.80 2.9 126,598.7

51720 20.00 0.16 4.44 4.0 81.5 40.7 40.8 4.0 0.0 0.0 0.80 3.2 126,520.4

51740 20.00 0.00 6.31 1.6 107.5 106.2 1.3 1.6 0.0 0.0 0.80 1.3 126,414.2

51760 20.00 0.00 11.40 0.0 177.1 177.1 0.0 0.0 0.0 0.80 0.0 126,237.1

KM 051+000 A KM 052+000 (continuación)

51780 20.00 0.00 10.74 0.0 221.5 0.0 221.5 0.0 0.0 0.0 0.80 0.0 126,015.6

51800 20.00 0.00 13.88 0.0 246.2 0.0 246.2 0.0 0.0 0.0 0.80 0.0 125,769.4

51820 20.00 0.00 10.37 0.0 242.4 0.0 242.4 0.0 0.0 0.0 0.80 0.0 125,527.0

51840 20.00 0.00 8.34 0.0 187.0 0.0 187.0 0.0 0.0 0.0 0.80 0.0 125,340.0

51860 20.00 0.00 9.09 0.0 174.2 0.0 174.2 0.0 0.0 0.0 0.80 0.0 125,165.8

51880 20.00 0.00 9.52 0.0 186.1 0.0 186.1 0.0 0.0 0.0 0.80 0.0 124,979.7

51900 20.00 0.00 10.18 0.0 197.0 0.0 197.0 0.0 0.0 0.0 0.80 0.0 124,782.7

51920 20.00 0.00 9.00 0.0 191.8 0.0 191.8 0.0 0.0 0.0 0.80 0.0 124,590.9

51940 20.00 0.00 10.09 0.0 191.0 0.0 191.0 0.0 0.0 0.0 0.80 0.0 124,399.9

51960 20.00 0.00 10.49 0.0 205.8 0.0 205.8 0.0 0.0 0.0 0.80 0.0 124,194.1

51980 20.00 0.00 10.16 0.0 206.4 0.0 206.4 0.0 0.0 0.0 0.80 0.0 123,987.7

52000 20.00 0.00 10.53 0.0 206.8 0.0 206.8 0.0 0.0 0.0 0.80 0.0 123,780.9

TOTALES 1,405.7 6,755.2 233.1 6,317.2 204.9 1,405.7 0.0 0.0

KM 052+000 A KM 053+000

52000 0.00 10.53 123,780.9

52020 20.00 0.00 10.32 0.0 208.4 0.0 208.4 0.0 0.0 0.0 0.80 0.0 123,572.5

52040 20.00 0.00 10.50 0.0 208.2 0.0 208.2 0.0 0.0 0.0 0.80 0.0 123,364.3

52060 20.00 0.00 10.87 0.0 213.7 0.0 213.7 0.0 0.0 0.0 0.80 0.0 123,150.6

52080 20.00 0.00 10.79 0.0 216.7 0.0 216.7 0.0 0.0 0.0 0.80 0.0 122,933.9

52100 20.00 0.00 11.49 0.0 222.9 0.0 222.9 0.0 0.0 0.0 0.80 0.0 122,711.0

52120 20.00 0.00 11.74 0.0 232.3 0.0 232.3 0.0 0.0 0.0 0.80 0.0 122,478.7

52140 20.00 0.00 9.59 0.0 213.3 0.0 213.3 0.0 0.0 0.0 0.80 0.0 122,265.4

52160 20.00 0.00 9.89 0.0 194.8 0.0 194.8 0.0 0.0 0.0 0.80 0.0 122,070.6

52180 20.00 0.00 10.05 0.0 199.4 0.0 199.4 0.0 0.0 0.0 0.80 0.0 121,871.2

52200 20.00 0.00 10.09 0.0 201.4 0.0 201.4 0.0 0.0 0.0 0.80 0.0 121,669.8

52220 20.00 0.00 10.52 0.0 206.0 0.0 206.0 0.0 0.0 0.0 0.80 0.0 121,463.8

52240 20.00 0.00 9.93 0.0 204.5 0.0 204.5 0.0 0.0 0.0 0.80 0.0 121,259.3

52260 20.00 0.00 9.91 0.0 198.4 0.0 198.4 0.0 0.0 0.0 0.80 0.0 121,060.9

52280 20.00 0.00 10.09 0.0 199.9 0.0 199.9 0.0 0.0 0.0 0.80 0.0 120,861.0

52300 20.00 0.00 10.26 0.0 203.5 0.0 203.5 0.0 0.0 0.0 0.80 0.0 120,657.5

52320 20.00 0.00 13.72 0.0 239.9 0.0 239.9 0.0 0.0 0.0 0.80 0.0 120,417.6

52340 20.00 0.00 13.53 0.0 272.5 0.0 272.5 0.0 0.0 0.0 0.80 0.0 120,145.1

52360 20.00 0.00 14.20 0.0 277.2 0.0 277.2 0.0 0.0 0.0 0.80 0.0 119,867.9

52380 20.00 0.00 14.33 0.0 285.2 0.0 285.2 0.0 0.0 0.0 0.80 0.0 119,582.7

52400 20.00 0.00 13.47 0.0 278.0 0.0 278.0 0.0 0.0 0.0 0.80 0.0 119,304.7

52412 12.00 0.00 16.98 0.0 182.7 0.0 182.7 0.0 0.0 0.0 0.80 0.0 119,122.0

Page 66: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

52420 8.00 0.00 13.53 0.0 122.0 0.0 122.0 0.0 0.0 0.0 0.80 0.0 119,000.0

52440 20.00 0.00 13.39 0.0 269.3 0.0 269.3 0.0 0.0 0.0 0.80 0.0 118,730.7

52460 20.00 0.00 10.42 0.0 238.1 0.0 238.1 0.0 0.0 0.0 0.80 0.0 118,492.6

52480 20.00 0.00 9.28 0.0 197.0 0.0 197.0 0.0 0.0 0.0 0.80 0.0 118,295.6

52500 20.00 0.00 10.49 0.0 197.7 0.0 197.7 0.0 0.0 0.0 0.80 0.0 118,097.9

52520 20.00 0.00 14.74 0.0 252.3 0.0 252.3 0.0 0.0 0.0 0.80 0.0 117,845.6

52540 20.00 0.00 13.60 0.0 283.3 0.0 283.3 0.0 0.0 0.0 0.80 0.0 117,562.3

52560 20.00 0.00 11.41 0.0 250.1 0.0 250.1 0.0 0.0 0.0 0.80 0.0 117,312.2

52580 20.00 0.00 9.73 0.0 211.4 0.0 211.4 0.0 0.0 0.0 0.80 0.0 117,100.8

52600 20.00 0.00 8.55 0.0 182.8 0.0 182.8 0.0 0.0 0.0 0.80 0.0 116,918.0

52620 20.00 0.00 7.70 0.0 162.5 0.0 162.5 0.0 0.0 0.0 0.80 0.0 116,755.5

52640 20.00 0.00 7.44 0.0 151.4 0.0 151.4 0.0 0.0 0.0 0.80 0.0 116,604.1

52660 20.00 0.00 8.90 0.0 163.4 0.0 163.4 0.0 0.0 0.0 0.80 0.0 116,440.7

52680 20.00 0.00 9.33 0.0 182.3 0.0 182.3 0.0 0.0 0.0 0.80 0.0 116,258.4

52700 20.00 0.00 9.57 0.0 188.9 0.0 188.9 0.0 0.0 0.0 0.80 0.0 116,069.5

52720 20.00 0.00 7.70 0.0 172.7 0.0 172.7 0.0 0.0 0.0 0.80 0.0 115,896.8

52740 20.00 0.00 8.05 0.0 157.5 0.0 157.5 0.0 0.0 0.0 0.80 0.0 115,739.3

KM 052+000 A KM 053+000 (continuación)

52760 20.00 0.00 8.39 0.0 164.4 0.0 164.4 0.0 0.0 0.0 0.80 0.0 115,574.9

52780 20.00 0.00 8.18 0.0 165.7 0.0 165.7 0.0 0.0 0.0 0.80 0.0 115,409.2

52800 20.00 0.00 8.87 0.0 170.5 0.0 170.5 0.0 0.0 0.0 0.80 0.0 115,238.7

52820 20.00 0.00 9.28 0.0 181.5 0.0 181.5 0.0 0.0 0.0 0.80 0.0 115,057.2

52840 20.00 0.00 9.64 0.0 189.2 0.0 189.2 0.0 0.0 0.0 0.80 0.0 114,868.0

52860 20.00 0.00 9.92 0.0 195.6 0.0 195.6 0.0 0.0 0.0 0.80 0.0 114,672.4

52880 20.00 0.00 10.58 0.0 205.0 0.0 205.0 0.0 0.0 0.0 0.80 0.0 114,467.4

52900 20.00 0.00 11.75 0.0 223.3 0.0 223.3 0.0 0.0 0.0 0.80 0.0 114,244.1

52920 20.00 0.00 12.69 0.0 244.4 0.0 244.4 0.0 0.0 0.0 0.80 0.0 113,999.7

52940 20.00 0.00 12.44 0.0 251.3 0.0 251.3 0.0 0.0 0.0 0.80 0.0 113,748.4

52960 20.00 0.00 11.36 0.0 238.0 0.0 238.0 0.0 0.0 0.0 0.80 0.0 113,510.4

52980 20.00 0.00 11.00 0.0 223.7 0.0 223.7 0.0 0.0 0.0 0.80 0.0 113,286.7

53000 20.00 0.00 9.93 0.0 209.3 0.0 209.3 0.0 0.0 0.0 0.80 0.0 113,077.4

TOTALES 0.0 10,703.5 0.0 10,703.5 0.0 0.0 0.0

KM 053+000 A KM 054+000

53000 0.00 9.93 113,077.4

53020 20.00 0.00 10.11 0.0 200.4 0.0 200.4 0.0 0.0 0.0 0.80 0.0 112,877.0

53040 20.00 0.00 10.18 0.0 202.8 0.0 202.8 0.0 0.0 0.0 0.80 0.0 112,674.2

53060 20.00 0.00 10.84 0.0 210.2 0.0 210.2 0.0 0.0 0.0 0.80 0.0 112,464.0

53080 20.00 0.00 12.06 0.0 229.0 0.0 229.0 0.0 0.0 0.0 0.80 0.0 112,235.0

53100 20.00 0.00 12.94 0.0 250.0 0.0 250.0 0.0 0.0 0.0 0.80 0.0 111,985.0

53120 20.00 0.00 13.61 0.0 265.5 0.0 265.5 0.0 0.0 0.0 0.80 0.0 111,719.5

53140 20.00 0.00 14.39 0.0 280.0 0.0 280.0 0.0 0.0 0.0 0.80 0.0 111,439.5

53160 20.00 0.00 14.13 0.0 285.1 0.0 285.1 0.0 0.0 0.0 0.80 0.0 111,154.4

53180 20.00 0.00 15.34 0.0 294.7 0.0 294.7 0.0 0.0 0.0 0.80 0.0 110,859.7

Page 67: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

53200 20.00 0.00 14.86 0.0 302.1 0.0 302.1 0.0 0.0 0.0 0.80 0.0 110,557.6

53220 20.00 0.00 13.03 0.0 279.0 0.0 279.0 0.0 0.0 0.0 0.80 0.0 110,278.6

53240 20.00 0.00 13.27 0.0 263.0 0.0 263.0 0.0 0.0 0.0 0.80 0.0 110,015.6

53260 20.00 0.00 12.60 0.0 258.6 0.0 258.6 0.0 0.0 0.0 0.80 0.0 109,757.0

53280 20.00 0.00 12.19 0.0 247.9 0.0 247.9 0.0 0.0 0.0 0.80 0.0 109,509.1

53300 20.00 0.00 11.34 0.0 235.3 0.0 235.3 0.0 0.0 0.0 0.80 0.0 109,273.8

53320 20.00 0.00 11.60 0.0 229.3 0.0 229.3 0.0 0.0 0.0 0.80 0.0 109,044.5

53340 20.00 0.00 10.20 0.0 217.9 0.0 217.9 0.0 0.0 0.0 0.80 0.0 108,826.6

53360 20.00 0.00 10.33 0.0 205.3 0.0 205.3 0.0 0.0 0.0 0.80 0.0 108,621.3

53380 20.00 0.00 10.50 0.0 208.3 0.0 208.3 0.0 0.0 0.0 0.80 0.0 108,413.0

53400 20.00 0.00 11.24 0.0 217.4 0.0 217.4 0.0 0.0 0.0 0.80 0.0 108,195.6

53420 20.00 0.00 11.75 0.0 229.8 0.0 229.8 0.0 0.0 0.0 0.80 0.0 107,965.8

53440 20.00 0.00 13.06 0.0 248.0 0.0 248.0 0.0 0.0 0.0 0.80 0.0 107,717.8

53460 20.00 0.00 12.40 0.0 254.5 0.0 254.5 0.0 0.0 0.0 0.80 0.0 107,463.3

53480 20.00 0.00 13.44 0.0 258.4 0.0 258.4 0.0 0.0 0.0 0.80 0.0 107,204.9

53500 20.00 0.00 13.59 0.0 270.3 0.0 270.3 0.0 0.0 0.0 0.80 0.0 106,934.6

53520 20.00 0.00 13.13 0.0 267.3 0.0 267.3 0.0 0.0 0.0 0.80 0.0 106,667.3

53540 20.00 0.00 13.31 0.0 264.5 0.0 264.5 0.0 0.0 0.0 0.80 0.0 106,402.8

53560 20.00 0.00 14.58 0.0 279.0 0.0 279.0 0.0 0.0 0.0 0.80 0.0 106,123.8

53580 20.00 0.00 13.99 0.0 285.8 0.0 285.8 0.0 0.0 0.0 0.80 0.0 105,838.0

53600 20.00 0.00 13.90 0.0 278.9 0.0 278.9 0.0 0.0 0.0 0.80 0.0 105,559.1

53620 20.00 0.00 12.94 0.0 268.4 0.0 268.4 0.0 0.0 0.0 0.80 0.0 105,290.7

53640 20.00 0.00 14.06 0.0 269.9 0.0 269.9 0.0 0.0 0.0 0.80 0.0 105,020.8

53660 20.00 0.00 13.38 0.0 274.4 0.0 274.4 0.0 0.0 0.0 0.80 0.0 104,746.4

53680 20.00 0.00 13.02 0.0 264.0 0.0 264.0 0.0 0.0 0.0 0.80 0.0 104,482.4

53700 20.00 0.00 12.90 0.0 259.2 0.0 259.2 0.0 0.0 0.0 0.80 0.0 104,223.2

53720 20.00 0.00 13.84 0.0 267.4 0.0 267.4 0.0 0.0 0.0 0.80 0.0 103,955.8

53740 20.00 0.00 13.22 0.0 270.6 0.0 270.6 0.0 0.0 0.0 0.80 0.0 103,685.2

53760 20.00 0.00 13.27 0.0 264.9 0.0 264.9 0.0 0.0 0.0 0.80 0.0 103,420.3

KM 053+000 A KM 054+000 (continuación)

53780 20.00 0.00 12.70 0.0 259.7 0.0 259.7 0.0 0.0 0.0 0.80 0.0 103,160.6

53800 20.00 0.00 12.03 0.0 247.3 0.0 247.3 0.0 0.0 0.0 0.80 0.0 102,913.3

53820 20.00 0.00 12.73 0.0 247.6 0.0 247.6 0.0 0.0 0.0 0.80 0.0 102,665.7

53823 3.00 0.00 16.49 0.0 43.8 0.0 43.8 0.0 0.0 0.0 0.80 0.0 102,621.9

53840 17.00 0.00 11.34 0.0 236.6 0.0 236.6 0.0 0.0 0.0 0.80 0.0 102,385.3

53860 20.00 0.00 11.42 0.0 227.6 0.0 227.6 0.0 0.0 0.0 0.80 0.0 102,157.7

53880 20.00 0.00 11.77 0.0 231.9 0.0 231.9 0.0 0.0 0.0 0.80 0.0 101,925.8

53900 20.00 0.00 11.81 0.0 235.8 0.0 235.8 0.0 0.0 0.0 0.80 0.0 101,690.0

53920 20.00 0.00 11.25 0.0 230.6 0.0 230.6 0.0 0.0 0.0 0.80 0.0 101,459.4

53940 20.00 0.00 13.01 0.0 242.6 0.0 242.6 0.0 0.0 0.0 0.80 0.0 101,216.8

53960 20.00 0.00 13.11 0.0 261.2 0.0 261.2 0.0 0.0 0.0 0.80 0.0 100,955.6

53980 20.00 0.00 14.06 0.0 271.7 0.0 271.7 0.0 0.0 0.0 0.80 0.0 100,683.9

54000 20.00 0.00 12.16 0.0 262.2 0.0 262.2 0.0 0.0 0.0 0.80 0.0 100,421.7

Page 68: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

TOTALES 0.0 12,655.7 0.0 12,655.7 0.0 0.0 0.0

KM 054+000 A KM 055+000

54000 0.00 12.16 100,421.7

54020 20.00 0.00 12.02 0.0 241.8 0.0 0.0 241.8 0.0 0.0 0.0 0.80 0.0 100,179.9

54040 20.00 0.00 11.79 0.0 238.1 0.0 0.0 238.1 0.0 0.0 0.0 0.80 0.0 99,941.8

54060 20.00 0.00 11.98 0.0 237.7 0.0 0.0 237.7 0.0 0.0 0.0 0.80 0.0 99,704.1

54080 20.00 0.00 11.07 0.0 230.6 0.0 0.0 230.6 0.0 0.0 0.0 0.80 0.0 99,473.5

54100 20.00 0.00 12.47 0.0 235.4 0.0 0.0 235.4 0.0 0.0 0.0 0.80 0.0 99,238.1

54120 20.00 0.00 11.13 0.0 236.0 0.0 0.0 236.0 0.0 0.0 0.0 0.80 0.0 99,002.1

54140 20.00 0.00 11.52 0.0 226.5 0.0 0.0 226.5 0.0 0.0 0.0 0.80 0.0 98,775.6

54160 20.00 0.00 11.02 0.0 225.3 0.0 0.0 225.3 0.0 0.0 0.0 0.80 0.0 98,550.3

54180 20.00 0.00 12.69 0.0 237.1 0.0 0.0 237.1 0.0 0.0 0.0 0.80 0.0 98,313.2

54200 20.00 0.00 12.76 0.0 254.5 0.0 0.0 254.5 0.0 0.0 0.0 0.80 0.0 98,058.7

54220 20.00 0.00 12.90 0.0 256.6 0.0 0.0 256.6 0.0 0.0 0.0 0.80 0.0 97,802.1

54240 20.00 0.00 12.81 0.0 257.1 0.0 0.0 257.1 0.0 0.0 0.0 0.80 0.0 97,545.0

54260 20.00 0.00 12.61 0.0 254.2 0.0 0.0 254.2 0.0 0.0 0.0 0.80 0.0 97,290.8

54280 20.00 0.00 12.55 0.0 251.6 0.0 0.0 251.6 0.0 0.0 0.0 0.80 0.0 97,039.2

54300 20.00 0.00 13.56 0.0 261.2 0.0 0.0 261.2 0.0 0.0 0.0 0.80 0.0 96,778.0

54320 20.00 0.00 13.15 0.0 267.1 0.0 0.0 267.1 0.0 0.0 0.0 0.80 0.0 96,510.9

54340 20.00 0.00 14.26 0.0 274.1 0.0 0.0 274.1 0.0 0.0 0.0 0.80 0.0 96,236.8

54360 20.00 0.00 13.93 0.0 281.9 0.0 0.0 281.9 0.0 0.0 0.0 0.80 0.0 95,954.9

54380 20.00 0.00 15.18 0.0 291.1 0.0 0.0 291.1 0.0 0.0 0.0 0.80 0.0 95,663.8

54400 20.00 0.00 14.80 0.0 299.8 0.0 0.0 299.8 0.0 0.0 0.0 0.80 0.0 95,364.0

54420 20.00 0.00 13.99 0.0 287.9 0.0 0.0 287.9 0.0 0.0 0.0 0.80 0.0 95,076.1

54431.5 11.50 0.00 17.15 0.0 179.1 0.0 0.0 179.1 0.0 0.0 0.0 0.80 0.0 94,897.0

54440 8.50 0.00 13.74 0.0 131.3 0.0 0.0 131.3 0.0 0.0 0.0 0.80 0.0 94,765.7

54460 20.00 0.00 15.11 0.0 288.5 0.0 0.0 288.5 0.0 0.0 0.0 0.80 0.0 94,477.2

54480 20.00 0.00 12.93 0.0 280.4 0.0 0.0 280.4 0.0 0.0 0.0 0.80 0.0 94,196.8

54500 20.00 0.00 12.73 0.0 256.6 0.0 0.0 256.6 0.0 0.0 0.0 0.80 0.0 93,940.2

54520 20.00 0.00 11.96 0.0 246.9 0.0 0.0 246.9 0.0 0.0 0.0 0.80 0.0 93,693.3

54540 20.00 0.00 12.14 0.0 241.1 0.0 0.0 241.1 0.0 0.0 0.0 0.80 0.0 93,452.2

54560 20.00 0.00 11.70 0.0 238.4 0.0 0.0 238.4 0.0 0.0 0.0 0.80 0.0 93,213.8

54580 20.00 0.00 12.77 0.0 244.7 0.0 0.0 244.7 0.0 0.0 0.0 0.80 0.0 92,969.1

54600 20.00 0.00 14.87 0.0 276.4 0.0 0.0 276.4 0.0 0.0 0.0 0.80 0.0 92,692.7

54620 20.00 0.00 14.40 0.0 292.7 0.0 0.0 292.7 0.0 0.0 0.0 0.80 0.0 92,400.0

54640 20.00 0.00 13.82 0.0 282.2 0.0 0.0 282.2 0.0 0.0 0.0 0.80 0.0 92,117.8

54660 20.00 0.00 12.46 0.0 262.8 0.0 0.0 262.8 0.0 0.0 0.0 0.80 0.0 91,855.0

54670 10.00 0.00 12.66 0.0 125.6 0.0 0.0 125.6 0.0 0.0 0.0 0.80 0.0 91,729.4

54680 10.00 0.00 16.82 0.0 147.4 0.0 0.0 147.4 0.0 0.0 0.0 0.80 0.0 91,582.0

54690 10.00 0.00 19.48 0.0 181.5 0.0 0.0 181.5 0.0 0.0 0.0 0.80 0.0 91,400.5

54700 10.00 0.00 19.62 0.0 195.5 0.0 0.0 195.5 0.0 0.0 0.0 0.80 0.0 91,205.0

54720 20.00 0.00 19.93 0.0 395.5 0.0 0.0 395.5 0.0 0.0 0.0 0.80 0.0 90,809.5

54740 20.00 0.00 12.54 0.0 324.7 0.0 0.0 324.7 0.0 0.0 0.0 0.80 0.0 90,484.8

Page 69: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

KM 054+000 A KM 055+000 (continuación)

54760 20.00 0.00 11.72 0.0 242.6 0.0 0.0 242.6 0.0 0.0 0.0 0.80 0.0 90,242.2

54780 20.00 0.00 11.74 0.0 234.5 0.0 0.0 234.5 0.0 0.0 0.0 0.80 0.0 90,007.7

54800 20.00 0.00 11.55 0.0 232.8 0.0 0.0 232.8 0.0 0.0 0.0 0.80 0.0 89,774.9

54820 20.00 0.00 11.75 0.0 233.0 0.0 0.0 233.0 0.0 0.0 0.0 0.80 0.0 89,541.9

54840 20.00 0.00 11.31 0.0 230.6 0.0 0.0 230.6 0.0 0.0 0.0 0.80 0.0 89,311.3

54860 20.00 0.00 12.27 0.0 235.8 0.0 0.0 235.8 0.0 0.0 0.0 0.80 0.0 89,075.5

54880 20.00 0.00 11.78 0.0 240.4 0.0 0.0 240.4 0.0 0.0 0.0 0.80 0.0 88,835.1

54900 20.00 0.00 12.01 0.0 237.8 0.0 0.0 237.8 0.0 0.0 0.0 0.80 0.0 88,597.3

54920 20.00 0.00 12.46 0.0 244.7 0.0 0.0 244.7 0.0 0.0 0.0 0.80 0.0 88,352.6

54940 20.00 0.00 13.23 0.0 256.9 0.0 0.0 256.9 0.0 0.0 0.0 0.80 0.0 88,095.7

54960 20.00 0.00 13.48 0.0 267.1 0.0 0.0 267.1 0.0 0.0 0.0 0.80 0.0 87,828.6

54980 20.00 0.00 12.10 0.0 255.8 0.0 0.0 255.8 0.0 0.0 0.0 0.80 0.0 87,572.8

55000 20.00 0.00 12.62 0.0 247.2 0.0 0.0 247.2 0.0 0.0 0.0 0.80 0.0 87,325.6

TOTALES 0.0 13,096.1 0.0 0.0 13,096.1 0.0 0.0 0.0

KM 055+000 A KM 056+000

55000 0.00 12.62 87,325.6

55020 20.00 0.00 12.79 0.0 254.1 0.0 0.0 254.1 0.0 0.0 0.0 0.80 0.0 87,071.5

55040 20.00 0.00 12.66 0.0 254.4 0.0 0.0 254.4 0.0 0.0 0.0 0.80 0.0 86,817.1

55060 20.00 0.00 13.19 0.0 258.4 0.0 0.0 258.4 0.0 0.0 0.0 0.80 0.0 86,558.7

55080 20.00 0.00 12.91 0.0 260.9 0.0 0.0 260.9 0.0 0.0 0.0 0.80 0.0 86,297.8

55100 20.00 0.00 13.62 0.0 265.2 0.0 0.0 265.2 0.0 0.0 0.0 0.80 0.0 86,032.6

55120 20.00 0.00 13.04 0.0 266.6 0.0 0.0 266.6 0.0 0.0 0.0 0.80 0.0 85,766.0

55140 20.00 0.00 13.49 0.0 265.2 0.0 0.0 265.2 0.0 0.0 0.0 0.80 0.0 85,500.8

55160 20.00 0.00 13.42 0.0 269.0 0.0 0.0 269.0 0.0 0.0 0.0 0.80 0.0 85,231.8

55180 20.00 0.00 13.25 0.0 266.6 0.0 0.0 266.6 0.0 0.0 0.0 0.80 0.0 84,965.2

55200 20.00 0.00 12.87 0.0 261.2 0.0 0.0 261.2 0.0 0.0 0.0 0.80 0.0 84,704.0

55220 20.00 0.00 13.07 0.0 259.4 0.0 0.0 259.4 0.0 0.0 0.0 0.80 0.0 84,444.6

55240 20.00 0.00 12.50 0.0 255.7 0.0 0.0 255.7 0.0 0.0 0.0 0.80 0.0 84,188.9

55260 20.00 0.00 12.62 0.0 251.2 0.0 0.0 251.2 0.0 0.0 0.0 0.80 0.0 83,937.7

55280 20.00 0.00 12.28 0.0 249.0 0.0 0.0 249.0 0.0 0.0 0.0 0.80 0.0 83,688.7

55300 20.00 0.00 12.50 0.0 247.9 0.0 0.0 247.9 0.0 0.0 0.0 0.80 0.0 83,440.8

55320 20.00 0.00 11.99 0.0 244.9 0.0 0.0 244.9 0.0 0.0 0.0 0.80 0.0 83,195.9

55340 20.00 0.00 11.03 0.0 230.2 0.0 0.0 230.2 0.0 0.0 0.0 0.80 0.0 82,965.7

55360 20.00 0.00 11.01 0.0 220.4 0.0 0.0 220.4 0.0 0.0 0.0 0.80 0.0 82,745.3

55380 20.00 0.00 10.94 0.0 219.4 0.0 0.0 219.4 0.0 0.0 0.0 0.80 0.0 82,525.9

55400 20.00 0.00 10.21 0.0 211.5 0.0 0.0 211.5 0.0 0.0 0.0 0.80 0.0 82,314.4

55420 20.00 0.00 11.12 0.0 213.3 0.0 0.0 213.3 0.0 0.0 0.0 0.80 0.0 82,101.1

55440 20.00 0.00 11.53 0.0 226.5 0.0 0.0 226.5 0.0 0.0 0.0 0.80 0.0 81,874.6

55460 20.00 0.00 11.58 0.0 231.0 0.0 0.0 231.0 0.0 0.0 0.0 0.80 0.0 81,643.6

55480 20.00 0.00 11.12 0.0 227.0 0.0 0.0 227.0 0.0 0.0 0.0 0.80 0.0 81,416.6

55500 20.00 0.00 11.75 0.0 228.7 0.0 0.0 228.7 0.0 0.0 0.0 0.80 0.0 81,187.9

55520 20.00 0.00 10.96 0.0 227.1 0.0 0.0 227.1 0.0 0.0 0.0 0.80 0.0 80,960.8

Page 70: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

55540 20.00 0.00 10.36 0.0 213.2 0.0 0.0 213.2 0.0 0.0 0.0 0.80 0.0 80,747.6

55560 20.00 0.00 10.48 0.0 208.4 0.0 0.0 208.4 0.0 0.0 0.0 0.80 0.0 80,539.2

55580 20.00 0.00 10.75 0.0 212.3 0.0 0.0 212.3 0.0 0.0 0.0 0.80 0.0 80,326.9

55600 20.00 0.00 10.26 0.0 210.1 0.0 0.0 210.1 0.0 0.0 0.0 0.80 0.0 80,116.8

55620 20.00 0.00 10.22 0.0 204.9 0.0 0.0 204.9 0.0 0.0 0.0 0.80 0.0 79,911.9

55640 20.00 0.00 10.58 0.0 208.0 0.0 0.0 208.0 0.0 0.0 0.0 0.80 0.0 79,703.9

55660 20.00 0.00 10.77 0.0 213.5 0.0 0.0 213.5 0.0 0.0 0.0 0.80 0.0 79,490.4

55680 20.00 0.00 11.62 0.0 223.9 0.0 0.0 223.9 0.0 0.0 0.0 0.80 0.0 79,266.5

55700 20.00 0.00 11.45 0.0 230.7 0.0 0.0 230.7 0.0 0.0 0.0 0.80 0.0 79,035.8

55720 20.00 0.00 12.14 0.0 235.9 0.0 0.0 235.9 0.0 0.0 0.0 0.80 0.0 78,799.9

55740 20.00 0.00 12.86 0.0 250.0 0.0 0.0 250.0 0.0 0.0 0.0 0.80 0.0 78,549.9

55760 20.00 0.00 13.43 0.0 263.0 0.0 0.0 263.0 0.0 0.0 0.0 0.80 0.0 78,286.9

KM 055+000 A KM 056+000 (continuación)

55780 20.00 0.00 12.96 0.0 263.9 0.0 0.0 263.9 0.0 0.0 0.0 0.80 0.0 78,023.0

55800 20.00 0.00 12.80 0.0 257.6 0.0 0.0 257.6 0.0 0.0 0.0 0.80 0.0 77,765.4

55820 20.00 0.00 13.63 0.0 264.3 0.0 0.0 264.3 0.0 0.0 0.0 0.80 0.0 77,501.1

55840 20.00 0.00 14.04 0.0 276.6 0.0 0.0 276.6 0.0 0.0 0.0 0.80 0.0 77,224.5

55860 20.00 0.00 14.25 0.0 282.9 0.0 0.0 282.9 0.0 0.0 0.0 0.80 0.0 76,941.6

55880 20.00 0.00 14.55 0.0 288.1 0.0 0.0 288.1 0.0 0.0 0.0 0.80 0.0 76,653.5

55900 20.00 0.00 14.79 0.0 293.4 0.0 0.0 293.4 0.0 0.0 0.0 0.80 0.0 76,360.1

55920 20.00 0.00 14.71 0.0 295.0 0.0 0.0 295.0 0.0 0.0 0.0 0.80 0.0 76,065.1

55940 20.00 0.00 12.71 0.0 274.2 0.0 0.0 274.2 0.0 0.0 0.0 0.80 0.0 75,790.9

55960 20.00 0.00 14.11 0.0 268.2 0.0 0.0 268.2 0.0 0.0 0.0 0.80 0.0 75,522.7

55980 20.00 0.00 13.90 0.0 280.1 0.0 0.0 280.1 0.0 0.0 0.0 0.80 0.0 75,242.6

56000 20.00 0.00 15.37 0.0 292.7 0.0 0.0 292.7 0.0 0.0 0.0 0.80 0.0 74,949.9

TOTALES 0.0 12,375.7 0.0 0.0 12,375.7 0.0 0.0 0.0

KM 056+000 A KM 057+000

56000 0.00 15.37 74,949.9

56020 20.00 0.00 15.62 0.0 310.0 0.0 0.0 310.0 0.0 0.0 0.0 0.80 0.0 74,639.9

56040 20.00 0.00 16.67 0.0 322.9 0.0 0.0 322.9 0.0 0.0 0.0 0.80 0.0 74,317.0

56060 20.00 0.00 15.68 0.0 323.4 0.0 0.0 323.4 0.0 0.0 0.0 0.80 0.0 73,993.6

56080 20.00 0.00 15.78 0.0 314.6 0.0 0.0 314.6 0.0 0.0 0.0 0.80 0.0 73,679.0

56100 20.00 0.00 15.77 0.0 315.5 0.0 0.0 315.5 0.0 0.0 0.0 0.80 0.0 73,363.5

56120 20.00 0.00 16.32 0.0 320.8 0.0 0.0 320.8 0.0 0.0 0.0 0.80 0.0 73,042.7

56140 20.00 0.00 15.91 0.0 322.2 0.0 0.0 322.2 0.0 0.0 0.0 0.80 0.0 72,720.5

56160 20.00 0.00 15.87 0.0 317.8 0.0 0.0 317.8 0.0 0.0 0.0 0.80 0.0 72,402.7

56180 20.00 0.00 16.89 0.0 327.5 0.0 0.0 327.5 0.0 0.0 0.0 0.80 0.0 72,075.2

56200 20.00 0.00 13.72 0.0 306.1 0.0 0.0 306.1 0.0 0.0 0.0 0.80 0.0 71,769.1

56220 20.00 0.00 18.85 0.0 325.7 0.0 0.0 325.7 0.0 0.0 0.0 0.80 0.0 71,443.4

56240 20.00 0.00 18.58 0.0 374.3 0.0 0.0 374.3 0.0 0.0 0.0 0.80 0.0 71,069.1

56260 20.00 0.00 18.25 0.0 368.2 0.0 0.0 368.2 0.0 0.0 0.0 0.80 0.0 70,700.9

56280 20.00 0.00 18.52 0.0 367.7 0.0 0.0 367.7 0.0 0.0 0.0 0.80 0.0 70,333.2

56300 20.00 0.00 18.61 0.0 371.3 0.0 0.0 371.3 0.0 0.0 0.0 0.80 0.0 69,961.9

Page 71: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

56320 20.00 0.00 18.50 0.0 371.1 0.0 0.0 371.1 0.0 0.0 0.0 0.80 0.0 69,590.8

56340 20.00 0.00 17.52 0.0 360.3 0.0 0.0 360.3 0.0 0.0 0.0 0.80 0.0 69,230.5

56360 20.00 0.00 17.52 0.0 350.5 0.0 0.0 350.5 0.0 0.0 0.0 0.80 0.0 68,880.0

56380 20.00 0.00 17.06 0.0 345.8 0.0 0.0 345.8 0.0 0.0 0.0 0.80 0.0 68,534.2

56400 20.00 0.00 17.34 0.0 343.9 0.0 0.0 343.9 0.0 0.0 0.0 0.80 0.0 68,190.3

56420 20.00 0.00 16.37 0.0 337.0 0.0 0.0 337.0 0.0 0.0 0.0 0.80 0.0 67,853.3

56440 20.00 0.00 15.53 0.0 319.0 0.0 0.0 319.0 0.0 0.0 0.0 0.80 0.0 67,534.3

56460 20.00 0.00 16.82 0.0 323.5 0.0 0.0 323.5 0.0 0.0 0.0 0.80 0.0 67,210.8

56480 20.00 0.00 16.44 0.0 332.6 0.0 0.0 332.6 0.0 0.0 0.0 0.80 0.0 66,878.2

56500 20.00 0.00 15.35 0.0 317.9 0.0 0.0 317.9 0.0 0.0 0.0 0.80 0.0 66,560.3

56520 20.00 0.00 16.22 0.0 315.6 0.0 0.0 315.6 0.0 0.0 0.0 0.80 0.0 66,244.7

56540 20.00 0.00 16.26 0.0 324.8 0.0 0.0 324.8 0.0 0.0 0.0 0.80 0.0 65,919.9

56560 20.00 0.00 15.15 0.0 314.1 0.0 0.0 314.1 0.0 0.0 0.0 0.80 0.0 65,605.8

56580 20.00 0.00 16.59 0.0 317.4 0.0 0.0 317.4 0.0 0.0 0.0 0.80 0.0 65,288.4

56600 20.00 0.00 16.75 0.0 333.5 0.0 0.0 333.5 0.0 0.0 0.0 0.80 0.0 64,954.9

56620 20.00 0.00 16.85 0.0 336.1 0.0 0.0 336.1 0.0 0.0 0.0 0.80 0.0 64,618.8

56640 20.00 0.00 16.15 0.0 330.0 0.0 0.0 330.0 0.0 0.0 0.0 0.80 0.0 64,288.8

56660 20.00 0.00 15.24 0.0 313.8 0.0 0.0 313.8 0.0 0.0 0.0 0.80 0.0 63,975.0

56680 20.00 0.00 14.77 0.0 300.1 0.0 0.0 300.1 0.0 0.0 0.0 0.80 0.0 63,674.9

56700 20.00 0.00 15.03 0.0 298.0 0.0 0.0 298.0 0.0 0.0 0.0 0.80 0.0 63,376.9

56720 20.00 0.00 14.22 0.0 292.5 0.0 0.0 292.5 0.0 0.0 0.0 0.80 0.0 63,084.4

56740 20.00 0.00 14.62 0.0 288.4 0.0 0.0 288.4 0.0 0.0 0.0 0.80 0.0 62,796.0

56760 20.00 0.00 13.39 0.0 280.1 0.0 0.0 280.1 0.0 0.0 0.0 0.80 0.0 62,515.9

KM 056+000 A KM 057+000 (continuación)

56780 20.00 0.00 12.47 0.0 258.5 0.0 0.0 258.5 0.0 0.0 0.0 0.80 0.0 62,257.4

56800 20.00 0.00 11.14 0.0 236.1 0.0 0.0 236.1 0.0 0.0 0.0 0.80 0.0 62,021.3

56820 20.00 0.00 10.32 0.0 214.6 0.0 0.0 214.6 0.0 0.0 0.0 0.80 0.0 61,806.7

56840 20.00 0.00 8.80 0.0 191.2 0.0 0.0 191.2 0.0 0.0 0.0 0.80 0.0 61,615.5

56860 20.00 0.00 11.97 0.0 207.8 0.0 0.0 207.8 0.0 0.0 0.0 0.80 0.0 61,407.7

56880 20.00 0.00 11.69 0.0 236.6 0.0 0.0 236.6 0.0 0.0 0.0 0.80 0.0 61,171.1

56900 20.00 0.00 11.02 0.0 227.0 0.0 0.0 227.0 0.0 0.0 0.0 0.80 0.0 60,944.1

56920 20.00 0.00 11.35 0.0 223.7 0.0 0.0 223.7 0.0 0.0 0.0 0.80 0.0 60,720.4

56940 20.00 0.00 11.50 0.0 228.6 0.0 0.0 228.6 0.0 0.0 0.0 0.80 0.0 60,491.8

56960 20.00 0.00 12.53 0.0 240.3 0.0 0.0 240.3 0.0 0.0 0.0 0.80 0.0 60,251.5

56980 20.00 0.00 11.15 0.0 236.8 0.0 0.0 236.8 0.0 0.0 0.0 0.80 0.0 60,014.7

57000 20.00 0.00 10.45 0.0 216.1 0.0 0.0 216.1 0.0 0.0 0.0 0.80 0.0 59,798.6

TOTALES 0.0 15,151.3 0.0 0.0 15,151.3 0.0 0.0 0.0

KM 057+000 A KM 058+000

57000 0.00 10.45 59,798.6

57020 20.00 0.00 10.17 0.0 206.3 0.0 0.0 206.3 0.0 0.0 0.0 0.80 0.0 59,592.3

57040 20.00 0.00 9.15 0.0 193.2 0.0 0.0 193.2 0.0 0.0 0.0 0.80 0.0 59,399.1

57060 20.00 0.00 8.99 0.0 181.3 0.0 0.0 181.3 0.0 0.0 0.0 0.80 0.0 59,217.8

57080 20.00 0.00 8.63 0.0 176.2 0.0 0.0 176.2 0.0 0.0 0.0 0.80 0.0 59,041.6

Page 72: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

57100 20.00 0.00 10.44 0.0 190.7 0.0 0.0 190.7 0.0 0.0 0.0 0.80 0.0 58,850.9

57120 20.00 0.00 10.08 0.0 205.2 0.0 0.0 205.2 0.0 0.0 0.0 0.80 0.0 58,645.7

57140 20.00 0.00 9.89 0.0 199.7 0.0 0.0 199.7 0.0 0.0 0.0 0.80 0.0 58,446.0

57160 20.00 0.00 9.81 0.0 196.9 0.0 0.0 196.9 0.0 0.0 0.0 0.80 0.0 58,249.1

57180 20.00 0.00 9.96 0.0 197.6 0.0 0.0 197.6 0.0 0.0 0.0 0.80 0.0 58,051.5

57200 20.00 0.00 9.37 0.0 193.3 0.0 0.0 193.3 0.0 0.0 0.0 0.80 0.0 57,858.2

57220 20.00 0.00 8.26 0.0 176.4 0.0 0.0 176.4 0.0 0.0 0.0 0.80 0.0 57,681.8

57240 20.00 0.00 6.38 0.0 146.4 0.0 0.0 146.4 0.0 0.0 0.0 0.80 0.0 57,535.4

57260 20.00 0.00 5.15 0.0 115.3 0.0 0.0 115.3 0.0 0.0 0.0 0.80 0.0 57,420.1

57280 20.00 0.00 3.23 0.0 83.8 0.0 0.0 83.8 0.0 0.0 0.0 0.80 0.0 57,336.3

57300 20.00 0.24 1.74 2.4 49.7 1.9 0.0 47.8 2.4 0.0 0.0 0.80 1.9 57,288.5

57320 20.00 0.68 0.95 9.3 26.8 7.4 0.0 19.4 9.3 0.0 0.0 0.80 7.4 57,269.1

57340 20.00 1.14 0.53 18.2 14.8 14.6 0.0 0.2 18.2 0.0 0.0 0.80 14.6 57,268.9

57360 20.00 0.89 0.14 20.2 6.7 6.7 0.0 20.2 0.0 0.0 0.80 16.2 57,278.4

57380 20.00 0.76 0.07 16.4 2.1 2.1 0.0 16.4 0.0 0.0 0.80 13.1 57,289.4

57400 20.00 1.26 0.03 20.1 1.0 1.0 0.0 20.1 0.0 0.0 0.80 16.1 57,304.5

57420 20.00 1.46 0.00 27.2 0.3 0.3 0.0 27.2 0.0 0.0 0.80 21.8 57,325.9

57440 20.00 0.98 0.00 24.5 0.0 0.0 0.0 24.5 0.0 0.0 0.80 19.6 57,345.5

57460 20.00 0.07 0.19 10.5 1.9 1.9 0.0 10.5 0.0 0.0 0.80 8.4 57,352.0

57480 20.00 0.00 1.60 0.7 17.9 17.9 0.0 0.7 0.0 0.0 0.80 0.6 57,334.7

57500 20.00 0.00 2.53 0.0 41.3 41.3 0.0 0.0 0.0 0.0 0.80 0.0 57,293.4

57520 20.00 0.00 4.62 0.0 71.5 25.0 46.5 0.0 0.0 0.0 0.80 0.0 57,221.9

57540 20.00 0.00 6.21 0.0 108.3 0.0 0.0 108.3 0.0 0.0 0.0 0.80 0.0 57,113.6

57560 20.00 0.00 7.36 0.0 135.8 0.0 0.0 135.8 0.0 0.0 0.0 0.80 0.0 56,977.8

57580 20.00 0.00 6.03 0.0 133.9 0.0 0.0 133.9 0.0 0.0 0.0 0.80 0.0 56,843.9

57600 20.00 0.00 4.11 0.0 101.4 0.0 0.0 101.4 0.0 0.0 0.0 0.80 0.0 56,742.5

57620 20.00 0.05 1.80 0.5 59.2 0.4 0.0 58.8 0.5 0.0 0.0 0.80 0.4 56,683.7

57640 20.00 0.20 0.80 2.5 26.0 2.0 0.0 24.0 2.5 0.0 0.0 0.80 2.0 56,659.7

57660 20.00 0.56 0.27 7.6 10.6 6.1 0.0 4.5 7.6 0.0 0.0 0.80 6.1 56,655.2

57680 20.00 0.35 0.17 9.1 4.4 4.4 0.0 0.0 9.1 0.0 0.0 0.80 7.3 56,658.0

57700 20.00 0.21 0.31 5.5 4.8 4.4 0.0 0.4 5.5 0.0 0.0 0.80 4.4 56,657.6

57720 20.00 0.00 2.24 2.1 25.5 1.7 0.0 23.8 2.1 0.0 0.0 0.80 1.7 56,633.8

57740 20.00 0.00 3.93 0.0 61.7 0.0 0.0 61.7 0.0 0.0 0.0 0.80 0.0 56,572.1

57760 20.00 0.00 4.97 0.0 88.9 0.0 0.0 88.9 0.0 0.0 0.0 0.80 0.0 56,483.2

KM 057+000 A KM 058+000 (continuación)

57780 20.00 0.00 5.55 0.0 105.1 0.0 0.0 105.1 0.0 0.0 0.0 0.80 0.0 56,378.1

57800 20.00 0.00 6.93 0.0 124.8 0.0 0.0 124.8 0.0 0.0 0.0 0.80 0.0 56,253.3

57820 20.00 0.00 6.88 0.0 138.1 0.0 0.0 138.1 0.0 0.0 0.0 0.80 0.0 56,115.2

57840 20.00 0.00 6.49 0.0 133.7 0.0 0.0 133.7 0.0 0.0 0.0 0.80 0.0 55,981.5

57860 20.00 0.00 6.83 0.0 133.2 0.0 0.0 133.2 0.0 0.0 0.0 0.80 0.0 55,848.3

57880 20.00 0.00 5.77 0.0 126.0 0.0 0.0 126.0 0.0 0.0 0.0 0.80 0.0 55,722.3

57900 20.00 0.00 5.14 0.0 109.0 0.0 0.0 109.0 0.0 0.0 0.0 0.80 0.0 55,613.3

57920 20.00 0.00 3.41 0.0 85.5 0.0 0.0 85.5 0.0 0.0 0.0 0.80 0.0 55,527.8

57940 20.00 0.03 0.38 0.3 37.9 0.2 37.7 0.3 0.0 0.0 0.80 0.2 55,490.2

Page 73: EXPLANACIONES

METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

57960 20.00 1.35 0.00 13.8 3.8 3.8 0.0 13.8 0.0 0.0 0.80 11.0 55,497.4

57980 20.00 2.07 0.00 34.1 0.0 0.0 0.0 34.1 0.0 0.0 0.80 27.3 55,524.7

58000 20.00 1.94 0.00 40.1 0.0 0.0 0.0 40.1 0.0 0.0 0.80 32.1 55,556.8

TOTALES 265.1 4,453.9 143.1 46.5 4,264.3 265.1 0.0 0.0

KM 058+000 A KM 059+000

58000 1.94 0.00 55,556.8

58020 20.00 1.58 0.00 35.2 0.0 0.0 0.0 35.2 0.0 0.0 0.80 28.2 55,584.9

58040 20.00 0.95 0.01 25.3 0.1 0.1 0.0 25.3 0.0 0.0 0.80 20.2 55,605.1

58060 20.00 0.91 0.08 18.6 0.9 0.9 0.0 18.6 0.0 0.0 0.80 14.9 55,619.0

58080 20.00 1.02 0.02 19.3 1.0 1.0 0.0 19.3 0.0 0.0 0.80 15.4 55,633.5

58100 20.00 0.86 0.00 18.7 0.2 0.2 0.0 18.7 0.0 0.0 0.80 15.0 55,648.2

58120 20.00 0.70 0.08 15.5 0.8 0.8 0.0 15.5 0.0 0.0 0.80 12.4 55,659.8

58140 20.00 0.16 0.32 8.5 4.0 4.0 0.0 8.5 0.0 0.0 0.80 6.8 55,662.6

58160 20.00 0.25 0.46 4.1 7.7 3.3 4.4 4.1 0.0 0.0 0.80 3.3 55,658.2

58180 20.00 1.27 0.22 15.3 6.8 6.8 0.0 15.3 0.0 0.0 0.80 12.2 55,663.7

58200 20.00 1.83 0.00 31.1 2.2 2.2 0.0 31.1 0.0 0.0 0.80 24.9 55,686.3

58220 20.00 1.79 0.00 36.2 0.0 0.0 0.0 36.2 0.0 0.0 0.80 29.0 55,715.3

58240 20.00 0.63 0.36 24.2 3.6 3.6 0.0 24.2 0.0 0.0 0.80 19.4 55,731.1

58260 20.00 0.37 0.72 10.0 10.8 10.8 0.0 10.0 0.0 0.0 0.80 8.0 55,728.3

58280 20.00 0.14 0.21 5.1 9.3 9.3 0.0 5.1 0.0 0.0 0.80 4.1 55,723.0

58300 20.00 0.12 0.26 2.6 4.7 4.7 0.0 2.6 0.0 0.0 0.80 2.1 55,720.4

58320 20.00 0.02 0.73 1.4 9.9 9.9 0.0 1.4 0.0 0.0 0.80 1.1 55,711.6

58340 20.00 0.00 1.19 0.2 19.2 12.5 6.7 0.2 0.0 0.0 0.80 0.2 55,692.6

58360 20.00 0.00 1.58 0.0 27.7 0.0 27.7 0.0 0.0 0.0 0.80 0.0 55,664.9

58380 20.00 0.02 1.41 0.2 29.9 0.2 29.7 0.2 0.0 0.0 0.80 0.2 55,635.2

58400 20.00 0.17 1.74 1.9 31.5 1.5 30.0 1.9 0.0 0.0 0.80 1.5 55,605.2

58420 20.00 0.16 1.77 3.3 35.1 2.6 32.5 3.3 0.0 0.0 0.80 2.6 55,572.7

58440 20.00 0.05 2.25 2.1 40.2 1.7 38.5 2.1 0.0 0.0 0.80 1.7 55,534.2

58460 20.00 0.00 2.91 0.5 51.6 0.4 43.6 7.6 0.5 0.0 0.0 0.80 0.4 55,483.0

58480 20.00 0.00 2.67 0.0 55.8 0.0 0.0 55.8 0.0 0.0 0.0 0.80 0.0 55,427.2

58500 20.00 0.00 2.60 0.0 52.7 0.0 52.7 0.0 0.0 0.0 0.80 0.0 55,374.5

58520 20.00 0.00 1.79 0.0 43.9 0.0 43.9 0.0 0.0 0.0 0.80 0.0 55,330.6

58540 20.00 2.42 3.92 24.2 57.1 19.4 37.7 24.2 0.0 0.0 0.80 19.4 55,292.9

58560 20.00 9.00 0.40 114.2 43.2 43.2 114.2 0.0 0.0 0.80 91.4 55,341.0

58570 10.00 9.23 5.27 91.1 28.3 28.3 91.1 0.0 0.0 0.80 72.9 55,385.6

58580 10.00 13.04 0.95 111.3 31.1 31.1 111.3 0.0 0.0 0.80 89.0 55,443.5

58600 20.00 17.88 0.39 309.2 13.4 13.4 309.2 0.0 0.0 0.80 247.4 55,677.5

58620 20.00 25.79 0.08 436.7 4.6 4.6 436.7 0.0 0.0 0.80 349.4 56,022.3

58640 20.00 27.65 0.00 534.4 0.8 0.8 534.4 0.0 0.0 0.80 427.5 56,449.0

58660 20.00 16.19 0.25 438.4 2.5 2.5 438.4 0.0 0.0 0.80 350.7 56,797.2

58680 20.00 18.60 0.24 347.9 4.9 4.9 347.9 0.0 0.0 0.80 278.3 57,070.6

58700 20.00 21.80 0.00 404.0 2.4 2.4 404.0 0.0 0.0 0.80 323.2 57,391.4

58720 20.00 19.75 0.47 415.5 4.7 4.7 415.5 0.0 0.0 0.80 332.4 57,719.1

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METRADO DE EXPLANACIONES

ESTACION DISTANCIA AREAS (M2) VOLUMEN(M3) VOLUMEN DE RELLENO (M3) VOLUMEN DE CORTE (M3) DIAGRAMA DE MASAS

CORTE RELLENO CORTE RELLENO Compens. Prést.Exc.Corte Transp.Cant. Mat. Suelto Roca Suelta Roca Fija FACTOR CORTE CORR ORDENADA

58740 20.00 16.24 0.04 359.9 5.1 5.1 359.9 0.0 0.0 0.80 287.9 58,001.9

KM 058+000 A KM 059+000 (continuación)

58750 10.00 18.18 0.18 172.1 1.1 1.1 172.1 0.0 0.0 0.80 137.7 58,138.5

58760 10.00 17.05 0.51 176.2 3.4 3.4 176.2 0.0 0.0 0.80 141.0 58,276.1

58770 10.00 13.07 0.68 150.6 6.0 6.0 150.6 0.0 0.0 0.80 120.5 58,390.6

58780 10.00 15.42 0.10 142.5 3.9 3.9 142.5 0.0 0.0 0.80 114.0 58,500.7

58800 20.00 12.70 0.76 281.2 8.7 8.7 281.2 0.0 0.0 0.80 225.0 58,716.9

58820 20.00 14.08 0.21 267.8 9.7 9.7 267.8 0.0 0.0 0.80 214.2 58,921.5

58840 20.00 14.84 0.00 289.2 2.1 2.1 289.2 0.0 0.0 0.80 231.4 59,150.7

58860 20.00 17.28 0.47 321.2 4.7 4.7 321.2 0.0 0.0 0.80 257.0 59,403.0

58880 20.00 10.95 1.47 282.3 19.3 19.3 282.3 0.0 0.0 0.80 225.8 59,609.5

58900 20.00 17.33 0.48 282.9 19.5 19.5 282.9 0.0 0.0 0.80 226.3 59,816.3

58920 20.00 24.68 0.03 420.1 5.1 5.1 420.1 0.0 0.0 0.80 336.1 60,147.3

58940 20.00 18.74 3.90 434.2 39.4 39.4 434.2 0.0 0.0 0.80 347.4 60,455.3

58960 20.00 20.09 0.00 388.3 39.0 39.0 388.3 0.0 0.0 0.80 310.6 60,726.9

58980 20.00 21.70 0.00 417.9 0.0 0.0 417.9 0.0 0.0 0.80 334.3 61,061.2

59000 20.00 18.63 0.05 403.3 0.5 0.5 403.3 0.0 0.0 0.80 322.6 61,383.4

TOTALES 8,295.9 810.1 399.3 213.1 197.7 8,295.9 0.0 0.0

TOTALES 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0