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



n

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

0,0

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

0.00

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

!-4

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"+$

0.000

29 0.290

0.000

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

total

E.UI'O / ERRAMIENTAS



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

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

0

total

C*#* *+$



+&C"+$

0.054

0

0

0.054



+&C"+$

1.82

0

1.82

1.874



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

0


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

tractor 7-; 1 0.014

A'&&+"'+# 0.03



20B

m3ia &'!

!ano de o6ra

A.A +&C"+$

15 0.045 2412 0.036 19.2

10 0.28 160

0 0

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

0 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

100

100

25 75

100

10 90

100

100

100

100

100

15 85

100

100

30 70

50 50

40 60

10 90

100100

100

100

100

90 10

90 10

90 10



'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

1.09

1.10



.?"+&"* +&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

100

100

25 75

100

10 90

100

100

100

100

100

15 85

100

100

30 70

50 50

40 60

10 90

100100

100

100

100

90 10

90 10

90 10



'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

1.09

1.10

C*#* !"&' M

;; . @ ?"$" M

#?% *+$ M

";% 18 B M

*+$ M



3

25

#?%*+$ 21.519739.54 40

64.7

20.6

0

25.65

90

55

20 B !' &+# 52.5

100B!' &'$$ 47.5

3.75

5

5

19739.54 8.35

3947.91 31.7

23687.44 22.5

4263.74 18.5

27951.18 15.3

0

07.75

7.75

6.2

63.7

101.2

95

55

10



0 5

0 25

0 38.50 35

0 31.5

0 80.6

0 20

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

0 2.5

10.1 0

0 25

0 30

0 35



&"';***

*$. !' 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



10

20

30

6

4.61

2

18

12

36.61

0.9

432

12

120m3ia

1.2

100m3ia

6003Kmia

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

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

15

N!"0O 20 N!"0O

total N!"0O



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

1 0.013 140 1.82

0 0

total 1.82

C*#* *+ N!"0O

Examen de Caminos 2 - Copia

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