02.07 mejoram. subrasante tramo ii

8/16/2019 02.07 Mejoram. Subrasante Tramo II

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TRAMO 2: CRUCE LA TRANCA - INDOAMERICA, L=2.119 KM.

MOVIMIENTO DE TIERRAS

SUSTENTO DE METRADOS02.07 Mejoramiento de la Subrasante on material de !restamo "#$%".00 m&

PROGRESIVA LONGITUD ANCHO AREA AREA TOTAL ESPESOR VOLUMEN

Km Km m m m

0+000.00 1+000.00 1,000.00 4.45 4,450.00 386.48 - 4,836.48 0.15 725.47

1+000.00 2+000.00 1,000.00 4.45 4,450.00 453.51 - 4,903.51 0.15 735.53

TOTAL 2,000.00 8,900.00 839.99 - 9,739.99 "#$%".00

1: Ver sustento en la planlla !e "etra!os !e #rea !e $o%rean&'os.

ESTUDIO DEFINITIVO PARA LA REHABILITACION Y MEORAMIENTO DEL CAMINO VECINAL: CRUCE LA TRANCA -

INDOAMERICA - C.P. LAS PIRIAS - CRUCE LAMBAYE!UE, DISTRITO DE CHIRINOS - SAN IGNACIO - CAAMARCA.

AREA S"A1 PLA#OLETAS2

m2 m2 m2 m2 m$


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Resumen de Metrados de Area de Sobrean'os

(RO)RESIVAS AREA *m+,

0+000.00 - 1+000.00 386.48

1+000.00 - 2+000.00 453.51

2+000.00 - 0+000.00 48.38

---.&7



Total *m2,


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SUSTENTO DE METRADOS DE AREA DE SO/REAN1OS

ura N3 Ubiai4n (I SA Area

0 0+000.000 0.00 0.00 0.00

1 0 + 029.953 22.06 1.00 22.06

2 0 + 057.844 13.70 0.80 10.96

3 0 + 102.063 42.91 0.30 12.87

4 0 + 131.807 15.18 2.10 31.87

5 0 + 161.619 24.02 0.90 21.61

6 0 + 195.984 24.60 0.70 17.22

7 0 + 221.054 25.74 0.50 12.878 0 + 295.836 22.19 0.30 6.66

9 0 + 316.092 18.22 0.70 12.76

10 0 + 332.190 14.03 0.70 9.82

11 0 + 376.189 21.00 0.50 10.50

12 0 + 408.584 15.33 0.60 9.20

13 0 + 443.100 16.37 1.10 18.01

14 0 + 510.508 20.33 0.60 12.20

15 0 + 544.333 15.83 1.30 20.58

16 0 + 568.393 32.61 0.30 9.78

17 0 + 631.047 15.29 0.80 12.23

18 0 + 655.841 14.14 0.30 4.24

19 0 + 688.004 14.45 0.30 4.33

20 0 + 701.721 13.00 0.40 5.20

21 0 + 738.415 19.38 0.60 11.6322 0 + 821.649 29.03 0.30 8.71

23 0 + 851.194 28.03 1.20 33.64

24 0 + 877.456 26.19 0.70 18.33

25 0 + 918.809 17.87 0.50 8.94

26 0 + 956.543 20.35 1.30 26.46

27 0 + 980.174 27.62 0.50 13.81 386.48

28 1 + 029.789 35.16 0.80 28.13

29 1 + 087.255 80.20 0.30 24.06

30 1 + 154.101 18.52 1.10 20.37

31 1 + 187.986 11.95 0.50 5.98

32 1 + 213.819 19.55 0.80 15.64

33 1 + 239.045 31.09 0.30 9.33

34 1 + 307.126 32.63 0.50 16.3135 1 + 346.484 27.20 0.50 13.60

36 1 + 378.625 18.07 1.10 19.88

37 1 + 403.968 12.59 0.30 3.78

38 1 + 441.321 37.08 0.30 11.12

39 1 + 489.450 19.50 0.40 7.80

40 1 + 509.270 20.06 0.60 12.04

41 1 + 570.291 34.58 1.00 34.58

42 1 + 602.101 24.35 2.10 51.13

43 1 + 627.207 31.87 0.90 28.68

44 1 + 679.568 14.99 0.50 7.49

45 1 + 731.458 58.35 0.90 52.52

46 1 + 779.476 16.47 1.50 24.70

47 1 + 825.339 15.23 1.10 16.75

48 1 + 858.662 23.65 0.40 9.4649 1 + 904.238 17.24 1.00 17.24

50 1 + 960.529 31.44 0.30 9.43

51 1 + 984.742 16.86 0.80 13.49 453.51

52 2 + 049.354 23.56 0.90 21.20

53 2 + 085.525 27.18 1.00 27.18 48.38



5on6itud deura

AREA *m2,


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SUSTENTO DE METRADOS DE AREA DE SO/REAN1OS

ura N3 Ubiai4n (I SA Area

0 0+000.000 0.00 0.00 0.00



5on6itud deura

AREA *m2,

---.&7Total *m2,

02.07 mejoram. subrasante tramo ii

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