Rendimiento a Dme

RENDIMIENTOS DE TRANSPORTE (ZONA URBANA) PROYECTO:

INSTALACION DE LA DE!ENSA RIBERE"A EN EL RIO CUNAS EN EL TRAMO DEL PUENTE PEATONAL MU#UI PUENTE PEATONAL PERLA ALTA - DISTRITO DE C$UPACA - PRO%INCIA DE C$UPACA - &UNIN FECHA: JUNIO 2015

BASES DE CALCULO

U ND

TRANSPORTE INTERNO

TRANSPORTE DE MATERIAL E'CEDENTE A DME D<=1km

D>1km

DISTANCIA MEDIA PONDERADA VELOCIDAD CARGADO VELOCIDAD DESCARGADO TIEMPO DE CARGA TIEMPO DE DESCARGA TIEMPO RECORRIDO CARGADO TIEMPO RECORRIDO DESCARGADO TIEMPO RECORRIDO CICLO CICLO TIEMPO TRA*A+ADO POR DIA E-ICIENCIA TIEMPO TIL TRA*A+ADO VOLMEN DEL VOLETE/MIER VOLMEN DEL CAMION CISTERNA

km km/h km/h min min f!m"#$ f!m"#$ min f!m"#$ min min  min m( #n

1.00 15.00 20.00 11.61 2.00 60 % / 15 60 % / 20 &.00 1(.61 ) &.00% 20.61 ',0 ,5.00 '0, 15

1.000 10.00 15.00 11.61 2.00 60 % / 10 60 % / 15 10.00 1(.61 ) 10.00% 2(.61 ',0 ,5.00 '0, 15

10.000 20.00 60.00 11.61 2.00 60 % / 20 60 % / 60 '.00 11.61 ) '.00% 51.61 ',0 ,5.00 '0, 15

RENDIMIENTO DEL CARGADOR O ECAVADORA ECAVADORA

m(/%4$

620

620

620

INCIDENCIA DEL CARGADOR O ECAVADORA

hm

0.',(3

0.'11(

0.13(5

NMERO DE VIA+ES AL DIA VOLMEN TRANSPORTADO POR DIA ESPON+AMIENTO

" m(

20 (00 1.20

1& 255 1.(0

, 120 1.(0

0 20

196 196

920 92

RENDIMIENTO m3-km RENDIMIENTO (m3 *+)

RENDIMIENTOS DE E#UIPO MECANICO RM N, 001-.-TC%MT E#UIPO MODELO POTENCIA CAPACIDAD OBSER%ACIONES TIPO DE TRABA&O COSTA

   S    A    /    U    R    O    E    D    R    O    T    C    A    R    T

   L    A    T    N    O    R    !    R    O    D    A    /    R    A    C

D9L

60

DL

33

D

300

D./

200

D6D

10

CAT 930

100

1:2 M3

CAT 90

1

1:.2 M3

CAT 966D

200

3:10 M3

E7+@+7*; (m3*+) R;*m*; ; B+;7

T+;?  M+*+4  (m3*+)

0:.0 M3 21

90 0:90 M3

   A    R    O    D    A    %    A    C    '    E    O    R    T    E    R

22

12

1:10 M3 1:30 M3

E7+@+7*; (m3*+) R;*m*; ; B+;7

1:0 M3 23

19 1:.0 M3 1:90 M3

CA-1    O    L    L    I    D    O    R

CA-2 CA-2D CA-2 C/-3 C/-11 C$- C!-

120/

101 10 12. 12 12 10 13 60 60

12

6: T; L* .:0 T; P++  C++ 9:00 T; L* 9:0 T; L* 11:10 T; P++  C++ 10:10 T; T+mm 1:90 T; T+mm :00 T; L* :60 T; P++  C++ A7++ S5-++; C;m+7*;  T+?4; S5-B+ S477*;++ B+ /+;54+ 

   A    R    O    D    A    L    E    %    I    N    O    T    O    M

E7+**7+  P+@*m; A7++ S5-++; C;m+7*;  T+?4; 10/

10

S5-B+ S477*;++ B+ /+;54+  E7+**7+  P+@*m; A7++ S5-++; C;m+7*;  T+?4;

10/

10

S5-B+ S477*;++ B+ /+;54+ 

   A    R    O    S    E    R    P    M    O    C

E7+**7+  P+@*m; M+*44 21 - 2 : 200 PCM (2 M+*44) M+*44 21 - 2 : 20 PCM (2 M+*44) M+*44 2 - 29 : 20 PCM (2 M+*44) M+*44 2 - 29 : 330 PCM (2 M+*44) M+*44 2 - 29 : 33 PCM (2 M+*44) M+*44 21 - 2 : 3. PCM ( M+*44) M+*44 21 - 2 : ( M+*44) 600 PCM M+*44 2 - 29 : ( M+*44) M+*44 2 - 29 : 60 PCM ( M+*44)

M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+ M+*+4 S54 R7+ S54+ R7+ !*8+

Cm?+7+7*; M+*+4 S54 (m3*+)

m2 =0:30 m3 =0:1 m3 =0:20 m3 =0:1 m3 =0:20 m3 m2 m2 =0:30 m3 =0:1 m3 =0:20 m3 =0:1 m3 =0:20 m3 m2 m2 =0:30 m3 =0:1 m3 =0:20 m3 =0:1 m3 =0:20 m3 m2 R7+ S54+ R7+ !*8+ R7+ S54+ R7+ !*8+ R7+ S54+ R7+ !*8+ R7+ S54+ R7+ !*8+ R7+ S54+ R7+ !*8+ R7+ S54+ R7+ !*8+ R7+ S54+ R7+ !*8+ R7+ S54+ R7+ !*8+ R7+ S54+ R7+ !*8+

230 1610 1300 120 60 660 110 10 60 10 0 0 .0 320 260 .60 60 610 100 920 20 1290 1110 9.0 .20 20 290 0 90 330 100 620 30 120 .30 00 130 0 0 1620 90 660 110 10.0 .0 1300 110 1.00 1.00 1.0 190 210 1160 1010 3200 100 260 2600 290 230 30 310 110 300 2.0 260 220 3.00 36.0 1220 320 290 220 260 39.0 200 130

SIERRA $ASTA 2300 + 300 MAS DE 2300 m;m m;m 300 m;m 2010 160 130 10 120 100 120 1030 .0 10.0 0 .10 20 60 0 660 0 60 1010 20 6.0 ..0 60 0 620 10 30 690 .0 60 30 0 3.0 20 30 300 00 360 310 310 20 20 20 220 190 .00 620 0 610 0 0 0 90 30 90 0 .0 0 .0 660 .0 690 610 110 100 930 1010 900 00 0 .90 .00 600 .0 0 3.0 30 290 2.0 20 200 .00 660 20 30 10 330 310 290 230 90 900 .10 90 0 0 00 30 330 110 1060 0 .00 60 30 0 0 390 1330 1230 9.0 10 .0 610 0 20 0 100 1390 1100 920 0 .00 620 90 10 160 160 1230 1030 90 .0 .00 660 .0 1290 100 90 1110 930 0 16.0 100 12.0 16.0 100 12.0 10 1210 1100 160 1220 1110 210 1.0 160 1130 90 60 990 30 .60 310 260 220 1030 90 .90 220 260 2160 230 230 190 220 220 1.0 2310 2090 1.60 310 3110 2600 33.0 300 2600 1110 1020 .0 3000 2.0 230 2.10 290 2130 2600 230 2020 230 2200 1.0 3630 3330 220 390 2390 2.0 1190 1090 910 3200 2900 230 260 2610 210 2.0 200 210 220 2310 1920 390 30 290 200 130 200 200 130 130

20 160

SEL%A 10 1320 1060 20 .00 60 ..0 660 30 30 0 360 310 260 220 600 20 .0 10 .10 60 1000 60 .0 00 30 20 0 390 2.0 .0 00 360 .0 90 20 1000 60 90 110 ..0 0 12.0 960 610 1000 110 1290 1290 100 1120 160 90 1020 220 920 230 22.0 2160 2020 300 3000 1000 2.10 20 230 2130 3260 3200 1060 260 260 201 2260 360 200 130 20 160

20 160

20 160 20 160

00 260 00 320

00 260 00 260 00 320

00 260

00 260 00 320

00 320

690 PCM

M+*44 2 - 29 : R7+ S54+ ( M+*44) R7+ !*8+

00 320

T+m

km: 00000:00

A4*5 m: 00000 m: 600

m: 600 m: ..10

km: ..10:00 2300 A 300 m;m > 300 m;m 65,00.00 11('0.00

1130:00 1:.0F C ; M8+m*;

%45m; (m3)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

600:00 :30F

..10:00

R;: (T+4+)

1:00 R;:Pm* 0 E7+@+7*; RS

%45m; (m3)

R;: (T+4+)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

''0 (&0

1:00 R;:Pm* 30 E7+@+7*; R!

%45m; (m3)

R;: (T+4+)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

(50 (00

1:00 R;:Pm* 30. E7+@+7*; Cm5;

%45m; (m3)

R;: (T+4+)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

5&0 '60

T+7 D.

1:00 R;:Pm* .6

E7+@+7*; Cm5; %45m; (m3) R;: (T+4+) 2(00 A (,00 mnm 7 (,00 mnm

C;m+7*;

%45m; (m3)

R;: (T+4+)

C;m+7*;

0.15 0.,5

1020 ,&0

2(00 A (,00 mnm 7 (,00 mnm

1:00 R;:Pm* 92

%45m; (m3) R;: (T+4+) 0.15 0.,5

M8+m*; 1:00 R;:Pm* .1

P*4+

A+ (m2)

R;: (T+4+)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

(0,0 2600

1:00 R;:Pm* 26.1 S5-B+

%45m; (m3)

R;: (T+4+)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

'12.5 (51

1:00 R;:Pm* 360 B+

%45m; (m3)

R;: (T+4+)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

(&5 (21

1:00 R;:Pm* 329 T+;? < 1 m:

L;*5 (m)

R;: (T+4+)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

1050 3(0

1:00 R;:Pm* 9

1060 ,'0

E7+@++ 1:00 R;:Pm* .2

2(00 A (,00 mnm 7 (,00 mnm

T+?4;

0.15 0.,5

,16 636

T+;? < 1 m: (R7+)

L;*5 (m)

R;: (T+4+)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

&30 &00

1:00 R;:Pm* .13 D5m

L;*5 (m)

2(00 A (,00 mnm 7 (,00 mnm

0.15 0.,5

1:00 R;:Pm* 0

R;: (T+4+)

8!$98! ;<9$=$%!$

60.00 '0.00

2,6 ('3

63