Examen de Caminos 2 - Copia

8/19/2019 Examen de Caminos 2 - Copia

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ESTACA DISTANCIA

AREAS VOLUMENES

CORTE RELLENO CORTE RELLENO

0.00 10.58 0.00

20.00 20.00 12.51 0.00 230.90 0.00

40.00 20.00 1.53 5.60 140.40 28.00

42.70 2.70 3.94 0.94 7.38 8.83

50.00 7.30 17.69 0.00 78.95 1.7251.59 1.59 20.76 0.00 30.57 0.00

60.00 8.41 30.63 0.00 216.09 0.00

60.48 0.48 30.98 0.00 14.79 0.00

80.00 19.52 19.85 0.00 496.10 0.00

100.00 20.00 8.41 1.96 282.60 9.80

103.69 3.69 6.12 4.42 26.81 11.77

52.00 20.00 3.00 2.63 15.00 13.15

54.00 20.00 4.20 4.50 72.00 71.30

56.00 20.00 4.00 6.00 82.00 105.00

58.00 20.00 2.00 3.00 60.00 90.00

60.00 20.00 3.00 8.50 50.00 115.00

VOLUMEN CORREGIDO DIAGRAMA DE MASAS

MATERIAL CORTE RELLENO DIFERENCIAORDENADA DISTANCIA

0.00 0.00

2.00 288.63 0.00 288.63 288.63 20.00

2.00 175.50 38.92 136.58 425.21 40.00

2.00 9.23 12.27 -3.04 422.17 60.00

2.00 98.69 2.39 96.30 518.47 80.002.00 38.21 0.00 38.21 556.68 100.00

2.00 270.11 0.00 270.11 826.79 120.00

2.00 18.49 0.00 18.49 845.28 140.00

3.00 709.42 0.00 709.42 1554.70 160.00

3.00 404.12 13.62 390.50 1945.20 180.00

3.00 38.34 16.36 21.98 1967.18 200.00

4.00 22.50 18.28 4.22 4.22 520.00

4.00 108.00 99.11 8.89 13.11 540.00

4.00 123.00 145.95 -22.95 -9.84 560.00

4.00 90.00 125.10 -35.10 -44.94 580.00

4.00 75.00 159.85 -84.85 -129.79 600.00

suma 2469 632 1837

REDUCCION para 2500 reduccion para 4000 1

0.00 0.00 2

144.32 57.73 3

212.61 85.04 4

211.09 84.43

259.24 103.69278.34 111.34

413.40 165.36

422.64 169.06

777.35 310.94

972.60 389.04

983.59 393.44

2.11 0.84

6.56 2.62

-4.92 -1.97

-22.47 -8.99

-64.90 -25.96

0 ! FACT"CORTE FACT REL

arena 1.11 1.17 ESCALA REAL e#ca$a %&2500

matl suelto 1.25 1.39 0,0 0,0

rcilla y rocso 1.43 1.39 20,288.63 20,144.32

roca fja 1.5 1.39 40,425.21 40,212.61

60,422.17 60,211.09

80,518.47 80,259.24100,556.68 100,278.34

120,826.79 120,413.4

140,845.28 140,422.64

160,1554.7 160,777.35

180,1945.2 180,972.6

200,1967.18 200,983.59

, ,, ,

520,4.22 520,2.11

540,13.11 540,6.56

560,-9.84 560,-4.92

580,-44.94 580,-22.47

600,-129.79 600,-64.9

e#ca$a %&4000

20,57.73

40,85.04

60,84.43

80,103.69100,111.34

120,165.36

140,169.06

160,310.94

180,389.04

200,393.44

520,0.84

540,2.62

560,-1.97

580,-8.99

600,-25.96

0.00 100.00 200.00 30

-200.00

200.00

400.00

600.00

800.00

1000.00

1200.00

0.00 400.00 500.00 600.00 700.00

hart itle

DISTANCIA DE TRANS'ORTE ECONOMICO

!"# $"%&' (!$) 100

!"# !' #*%&' +C+&&'* ($) 50

C*#* !'$ C*&' ( C ) 3.5

C*#* !' #+ (h) 0.35

!' &+*# (/)Ch 10

!'/$!$ 600

TRACTOR ORUGA

(material,moelo euio,uicacion)

&'!""'* (3!"+) 770 $"%&* +&+ !60

COSTO DE MANO DE O(RA)*+M,-

&+%++!*& e const. Ciil n: C+"!+!

";'"'&* &'#"!'' 0.000

C+++< 1 0.010

*'&+&"* 0.000

*="C"+$ -C*&*$+!*& 0 0.000

'* 3 0.031

COSTO DEL E.UI'O / ERRAM1 )*+M,-

'>?"* @ A'&&+"'+# n: C+"!+!

&+C*& -*!'$* / 1 0.01

A'&&+"'+# (3-5B) 0.04

3 !' *$?' #?'$* (>)

&+C*& '?+!*& &'C* '?+!*& +;?$+&

!-8 2.4 2.9

!-7 2.2 2.5

!-6 1.4 2

!-5 1.2 1.8

C++C"!+! (>) 2.9

=+C*& !' C*'#"* esonj (=) 1.25

'="C"'C"+ !'$ '>?"* (') 0.8

TIEM'O DEL CICLO )C!- en !in %1%

C+$C?$+!* +&+ !D60

DATOS 'ARA TRACTORES 'ARA DMT30

istancia e emuje 40

elocia 1-2 2.73 5.96

tiemo fjo(21020seE0.33min) 0.33

ie!po aria6$e en !in %12

RENDIMIENTO )R - EN M,+ %0

A.A +&C"+$

29 0.290

0 0.000

18 0.561

*+$ 0.851

A.A +&C"+$

190 1.900

0.851 0.034

*+$ 1.934

C*#* *+$ 2.785

'$*C"!+!'# (FA)

'$*C"!+! "!+ C* C+&; !'$*C &';&'#* +C"* h

2.73 5.96 130

2.25 8.69 81

2.25 8.69 66

2.73 3.06 43

&+#*&' +;+!*

*$. !' C+"* ' m3 10

C+&;+!*& =&*+$-C+ 950%-155 A

tio e materialGH

uicaciInGH

Jactor e correcccionG H

el carEao(20-30) Kmh 20

elescarEao(30-40) Kmh 30

!"# '!"+ !' &+#*&'(!) ' F 6

se calcula -'='C"* !' C+&;(min) -liro 4.61

"'* !' !'#C+&;+ se asume 2

"'* !' "!+ 18

"'* !' ?'$+ 12

"'* !'$ C"C$* 36.61

'="C"'C"+ !' &+%+*-areciacion erson 0.9

"'* ?"$ '='C. (min) 432

?'&* !' "+'# ( utilt ciclo) al ia 12

*$. &+#*&+!* (n: iajescaacia) 120 m3ia

Jactor e esonjamiento (J) 1.2

Jactor e comactacion

&'!""'* &'+$ ' m3 ot transJ 100m3ia

&'!""'* &'+$ ' m3Km 6003Kmia

'RESU'UESTO / COSTO DE LA 'ARTIDA

MANO DE O(RA

&+%++!*& e const. Ciil n: C+"!+! A.A

*="C"+$ 0.2 0.003 18

'* 0 15

0erario 0 20

E.UI'O / ERRAMIENTAS

*!'$* !' '>?"* n: C+"!+! A.A

*$>?'' !' 10 m3 1 0.013 140

C*#* *+$

+&C"+$

E7TRACCION / A'ILAMIENTO

C*+C+C"* 0.2

&'!. &+C*& (3!"+) 690

&'!""'* '='C"* 575

MANO DE O(RA

&+%++!*& e const. Ciil n: C+"!+!

caataL 0.2 0.003ofcial 0.2 0.003

eon 2 0.028

*!'$* !' '>?"* n: C+"!+!

tractor 7-; 1 0.014

A'&&+"'+# 0.03

m3ia &'!

!ano de o6ra

A.A +&C"+$

15 0.045 2412 0.036 19.2

10 0.28 160

total 0.361 suma 203.2

A.A +&C"+$

200 2.8 1600

0.361 0.011 6.096

total 2.811 suma 1606.096

C*#* *+$ (Mm3) 3.172#?+ ="+$ ,1%48

CARGUIO )CARG1 FRONTAL-

C*+C+C"* 0.2 20B

&'!. CarEaor Jron (3 950

""'* '='C"* 792 m3ia

MANO DE O(RA

&+%++!*& n: C+"!+! A.A +&C"+$

caataL 0 0 15 0ofcial 0.5 0.005 12 0.06

eon 0 0 10 0

total 0.06

*!'$* !' n: C+"!+! A.A +&C"+$

tractor 7-; 1 0.01 180 1.8

A'&&+"'+# 0.03 0.06 0.002

total 1.802

C*#* *+ 1.862

ESTACA DISTANCIA

AREAS VOLUMENES

0.00 0.00 0.00 0.00

2.00 20.00 3.00 2.00 15.00 10.00

4.00 20.00 2.00 0.50 50.00 25.00

6.00 20.00 4.00 1.65 60.00 21.50

8.00 20.00 3.50 2.35 75.00 40.0010.00 20.00 6.12 4.12 96.20 64.70

12.00 20.00 4.00 0.00 101.20 20.60

14.00 20.00 0.00 0.00 20.00 0.00

16.00 20.00 6.00 5.13 30.00 25.65

18.00 20.00 3.00 6.12 90.00 112.50

20.00 20.00 2.50 8.90 55.00 150.20

21.00 10.00 8.00 10.52 52.50 97.10

22.00 10.00 1.50 6.20 47.50 83.60

23.00 10.00 0.00 4.65 3.75 54.25

24.00 10.00 2.00 7.63 5.00 61.40

25.00 10.00 0.00 0.00 5.00 19.08

26.00 10.00 3.34 6.23 8.35 15.58

27.00 10.00 3.00 4.65 31.70 54.40

28.00 10.00 1.50 4.00 22.50 43.25

29.00 10.00 2.20 6.12 18.50 50.60

30.00 10.00 6.45 0.00 43.25 15.30

32.00 20.00 5.50 0.00 119.50 0.00

34.00 20.00 1.00 0.00 65.00 0.00

36.00 20.00 4.30 1.55 53.00 7.7538.00 20.00 4.00 0.00 83.00 7.75

40.00 20.00 1.50 1.24 55.00 6.20

42.00 20.00 5.12 5.13 66.20 63.70

44.00 20.00 5.00 6.00 101.20 111.30

46.00 20.00 7.00 3.50 120.00 95.00

48.00 20.00 1.50 2.00 85.00 55.00

50.00 20.00 3.00 0.00 45.00 10.00

RELLENOS CORTES

'RO'IO 'RESTAMO RANS'ORT MS RS RF

10.00 0.00 5.00 3.00 12.00 0.00

25.00 0.00 25.00 0.00 50.00 0.00

21.50 0.00 38.50 9.00 51.00 0.00

40.00 0.00 35.00 18.75 56.25 0.0064.70 0.00 31.50 0.00 96.20 0.00

20.60 0.00 80.60 0.00 101.20 0.00

0.00 0.00 20.00 0.00 20.00 0.00

25.65 0.00 4.35 7.50 22.50 0.00

90.00 22.50 0.00 0.00 90.00 0.00

55.00 95.20 0.00 5.50 49.50 0.00

52.50 44.60 0.00 0.00 52.50 0.00

47.50 36.10 0.00 0.00 47.50 0.00

3.75 50.50 0.00 0.00 3.75 0.00

5.00 56.40 0.00 0.00 5.00 0.00

5.00 14.08 0.00 0.00 5.00 0.00

8.35 7.23 0.00 1.25 7.10 0.00

31.70 22.70 0.00 0.00 31.70 0.00

22.50 20.75 0.00 0.00 22.50 0.00

18.50 32.10 0.00 5.55 12.95 0.00

15.30 0.00 27.96 21.63 21.63 0.00

0.00 0.00 119.50 47.80 71.70 0.00

0.00 0.00 65.00 6.50 58.50 0.00

7.75 0.00 45.25 0.00 53.00 0.007.75 0.00 75.25 0.00 83.00 0.00

6.20 0.00 48.80 0.00 55.00 0.00

63.70 0.00 2.50 0.00 66.20 0.00

101.20 10.10 0.00 0.00 101.20 0.00

95.00 0.00 13.00 0.00 108.00 12.00

55.00 0.00 21.50 0.00 76.50 8.50

10.00 0.00 30.50 0.00 40.50 4.50

909.15 412.26 689.21 126.48 1471.88 25.00

CLASIFICACION

!# r# r9

20 80 0

0 100 0

15 85 0

25 75 0100

100100

'RESU'UESTO DEL METRADO

"'# +&"!+ ?! '&+!*1.00 * !' "'&&+# 3

1.01 C*&' # 3 909.15

1.02 C*&' &# 3 412.26

1.03 C*&' &= 3 689.21

1.04 &'$ &*"* 3 126.48

1.05 &'$ &'# 3 1471.88

1.06 &'$$ &+# 3 25.00

1.07 '#* 3 5.00

1.08 C* 3 1623.36

.?"+&"* +&C"+$ #?%*+$33131.07

5.50 5000.33

9.00 3710.34

26.00 17919.46

2.50 316.20

2.50 3679.70

2.50 62.50

1.50 7.50 20 B !' &+#

1.50 2435.04 100B!' &'$$

C*#* !"&'C* M 33131.07

;; . @ ?"$"!+! 20B M 6626.21

#?% *+$ M 39757.28

";% 18 B M 7156.31

*+$ M 46913.59

ESTACA DISTANCIA

AREAS VOLUMENES

0.00 0.00 0.00 0.00

2.00 20.00 3.00 2.00 15.00 10.00

4.00 20.00 2.00 0.50 50.00 25.00

6.00 20.00 4.00 1.65 60.00 21.50

8.00 20.00 3.50 2.35 75.00 40.0010.00 20.00 6.12 4.12 96.20 64.70

12.00 20.00 4.00 0.00 101.20 20.60

14.00 20.00 0.00 0.00 20.00 0.00

16.00 20.00 6.00 5.13 30.00 25.65

18.00 20.00 3.00 6.12 90.00 112.50

20.00 20.00 2.50 8.90 55.00 150.20

21.00 10.00 8.00 10.52 52.50 97.10

22.00 10.00 1.50 6.20 47.50 83.60

23.00 10.00 0.00 4.65 3.75 54.25

24.00 10.00 2.00 7.63 5.00 61.40

25.00 10.00 0.00 0.00 5.00 19.08

26.00 10.00 3.34 6.23 8.35 15.58

27.00 10.00 3.00 4.65 31.70 54.40

28.00 10.00 1.50 4.00 22.50 43.25

29.00 10.00 2.20 6.12 18.50 50.60

30.00 10.00 6.45 0.00 43.25 15.30

32.00 20.00 5.50 0.00 119.50 0.00

34.00 20.00 1.00 0.00 65.00 0.00

36.00 20.00 4.30 1.55 53.00 7.7538.00 20.00 4.00 0.00 83.00 7.75

40.00 20.00 1.50 1.24 55.00 6.20

42.00 20.00 5.12 5.13 66.20 63.70

44.00 20.00 5.00 6.00 101.20 111.30

46.00 20.00 7.00 3.50 120.00 95.00

48.00 20.00 1.50 2.00 85.00 55.00

50.00 20.00 3.00 0.00 45.00 10.00

RELLENOS CORTES

'RO'IO 'RESTAMO RANS'ORT MS RS RF

3.00 7.00 0.00 3.00 12.00 0.00

0.00 25.00 0.00 0.00 50.00 0.00

9.00 12.50 0.00 9.00 51.00 0.00

18.75 21.25 0.00 18.75 56.25 0.000.00 64.70 0.00 0.00 96.20 0.00

0.00 20.60 0.00 0.00 101.20 0.00

0.00 0.00 0.00 0.00 20.00 0.00

7.50 18.15 0.00 7.50 22.50 0.00

0.00 112.50 0.00 0.00 90.00 0.00

5.50 144.70 0.00 5.50 49.50 0.00

0.00 97.10 0.00 0.00 52.50 0.00

0.00 83.60 0.00 0.00 47.50 0.00

0.00 54.25 0.00 0.00 3.75 0.00

0.00 61.40 0.00 0.00 5.00 0.00

0.00 19.08 0.00 0.00 5.00 0.00

1.25 14.33 0.00 1.25 7.10 0.00

0.00 54.40 0.00 0.00 31.70 0.00

0.00 43.25 0.00 0.00 22.50 0.00

5.55 45.05 0.00 5.55 12.95 0.00

15.30 0.00 6.33 21.63 21.63 0.00

0.00 0.00 47.80 47.80 71.70 0.00

0.00 0.00 6.50 6.50 58.50 0.00

0.00 7.75 0.00 0.00 53.00 0.000.00 7.75 0.00 0.00 83.00 0.00

0.00 6.20 0.00 0.00 55.00 0.00

0.00 63.70 0.00 0.00 66.20 0.00

0.00 111.30 0.00 0.00 101.20 0.00

0.00 95.00 0.00 0.00 108.00 12.00

0.00 55.00 0.00 0.00 76.50 8.50

0.00 10.00 0.00 0.00 40.50 4.50

65.85 1255.56 60.63 126.48 1471.88 25.00

CLASIFICACION

!# r# r9

20 80 0

0 100 0

15 85 0

25 75 0100

100100

'RESU'UESTO DEL METRADO

"'# +&"!+ ?! '&+!* .?"+&"* +&C"+$1.00 * !' "'&& 3

1.01 C*&' # 3 65.85 5.50 362.18

1.02 C*&' &# 3 1255.56 9.00 11300.04

1.03 C*&' &= 3 60.63 26.00 1576.38

1.04 &'$ &*"* 3 126.48 2.50 316.20

1.05 &'$ &'# 3 1471.88 2.50 3679.70

1.06 &'$$ &+# 3 25.00 2.50 62.50

1.07 '#* 3 5.00 1.50 7.50

1.08 C* 3 1623.36 1.50 2435.04

C*#* !"&' M

;; . @ ?"$" M

#?% *+$ M

";% 18 B M

#?%*+$ 21.519739.54 40

20 B !' &+# 52.5

100B!' &'$$ 47.5

19739.54 8.35

3947.91 31.7

23687.44 22.5

4263.74 18.5

27951.18 15.3

0 38.50 35

0 31.5

0 80.6

0 4.35

22.5 0

95.2 0

44.6 0

36.1 0

50.5 0

56.4 0

14.08 0

7.23 0

22.7 0

20.75 0

32.1 0

0 27.95

0 119.5

0 650 45.25

0 75.25

0 48.8

10.1 0

&"';***

*$. !' C+"* ' m3

C+&;+!*& =&*+$-C+ 950%-155 A

tio e materialGH

uicaciInGHJactor e correcccionG H

el carEao(20-30) Kmh

elescarEao(30-40) Kmh

!"# '!"+ !' &+#*&'(!) ' F

se calcula -'='C"* !' C+&;(min) -liro

"'* !' !'#C+&;+ se asume

"'* !' "!+

"'* !' ?'$+

"'* !'$ C"C$*

'="C"'C"+ !' &+%+*-areciacion erson

"'* ?"$ '='C. (min)

?'&* !' "+'# ( utilt ciclo) al ia

*$. &+#*&+!* (n: iajescaacia)

Jactor e esonjamiento (J)

Jactor e comactacion

&'!""'* &'+$ ' m3 ot transJ

&'!""'* &'+$ ' m3Km

MANO DE O(RA

&+%++!*& e const. Ciil

*="C"+$

0erario

*!'$* !' '>?"*

*$>?'' !' 10 m3

120m3ia

100m3ia

6003Kmia

n: C+"!+! A.A +&C"+$

0.2 N!"0O 18 N!"0O

N!"0O 20 N!"0O

total N!"0O

n: C+"!+! A.A +&C"+$

1 0.013 140 1.82

total 1.82

C*#* *+ N!"0O

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