05. Distancia Media-huanucoREV1.0

8/15/2019 05. Distancia Media-huanucoREV1.0

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DISTANCIA MEDIA DE TRANSPORTE DE BASE Y SUB BA

LONGITUD DE VIA 1: TRA

CANTERA

TRAMO INICIO

1 0 + 000 0 + 000 0.00 0 + 000

0 + 000

1 8 + 000 8 + 000 0.00 4 + 0008 + 000

1 48 + 600 48 + 600 0.00 28 + 300

48 + 600

1 55 + 300 55 + 300 0.10 51 + 950

55 + 300


USO : SUBBASE Y BASE

CANTERA

TRAMO INICIO

3 0 + 000 0 + 000 9.20 0 + 0000 + 000

3 21 + 485 21 + 485 0.04 10 + 743

21 + 485

3 23 + 940 23 + 940 2.90 22 + 713

23 + 940

4 0 + 000 24 + 000 1.00 23 + 970

24 + 000

4 0 + 100 24 + 100 0.50 24 + 050

24 + 100

4 8 + 750 32 + 750 9.00 28 + 425

UBICACIÓN(km)

UBICACIÓN LONG.ACUMULADA AL FINAL

DEL TRAMO(km)

ACCESO(km)

UBICACIÓN(km)


DEL TRAMO(km)

ACCESO(km)



32 + 750

4 49 + 639.63 73 + 640 0.05 53 + 195

73 + 640

5 0 + 000 73 + 638 0.00 73 + 639

73 + 638

5 9 + 500 83 + 138 0.50 78 + 388

83 + 138

538 + 300 111 + 938 0.00 97 + 538

111 + 938

5 55 + 500 129 + 138 0.00 120 + 538

129 + 138

6 29 + 200 162 + 593 0.00 145 + 866

162 + 593

6 32 + 850 166 + 243 0.00 164 + 418

166 + 243

6 50 + 000 183 + 393 0.00 174 + 818

183 + 393

6 64 + 900 198 + 293 0.00 190 + 843

198 + 293

PROMEDIO DISTANCIA MEDI

TRAMOS DISTAN

L1= TRAMO 1A-1B 15

L2= TRAMO 3-4-5-6 8

PROM. DISTANCIA MEDIA



E

OS 01A - 01B

REA DE INFLUENCIA

(m-km)FINAL

0 + 000 - 0.000 -

4 + 000 4,000.00 2.000 8,000.00

8 + 000 4,000.00 2.000 8,000.0028 + 300 20,300.00 10.150 206,045.00

48 + 600 20,300.00 10.150 206,045.00

51 + 950 3,350.00 1.675 5,611.25

55 + 300 3,350.00 1.775 5,946.25

103 + 953.00 48,653.00 24.427 1,188,446.83

TOTALES 103,953.00 1,628,094.33

15.66

OS 3 - 4 - 5- 6

REA DE INFLUENCIA

(m-km)FINAL

0 + 000 - 9.200 -

10 + 743 10,742.50 14.571 156,528.97

21 + 485 10,742.50 5.411 58,127.67

22 + 713 1,227.50 0.654 802.79

23 + 940 1,227.50 3.514 4,313.44

23 + 970 30.00 2.915 87.45

24 + 000 30.00 1.015 30.45

24 + 050 50.00 1.025 51.25

24 + 100 50.00 0.525 26.25

28 + 425 4,325.00 2.663 11,517.48

32 + 750 4,325.00 11.163 48,279.98

C.G.(km)LONGITUD

(m)

DISTANCIA MEDIA DE TRANSPORTE !"#

C.G.(km)LONGITUD

(m)



53 + 195 20,444.82 19.222 392,990.23

73 + 640 20,444.82 10.272 210,009.14

73 + 639 0.82 0.050 0.04

73 + 638 0.82 0.000 -

78 + 388 4,750.00 2.375 11,281.25

83 + 138 4,750.00 2.875 13,656.25

97 + 538 14,400.00 7.700 110,880.00

111 + 938 14,400.00 7.200 103,680.00

120 + 538 8,600.00 4.300 36,980.00

129 + 138 8,600.00 4.300 36,980.00

145 + 866 16,727.50 8.364 139,908.81

162 + 593 16,727.50 8.364 139,908.81

164 + 418 1,825.00 0.913 1,666.23

166 + 243 1,825.00 0.913 1,666.23

174 + 818 8,575.00 4.288 36,769.60

183 + 393 8,575.00 4.288 36,769.60

190 + 843 7,450.00 3.725 27,751.25

198 + 293 7,450.00 3.725 27,751.25

19$ + 22%.00 66.00 0.033 2.18

TOTALES 198,362.26 1,608,416.57

$.11

A PARA BASE Y SUBBASE

IA MEDIA LONGITUD DM&L

.66 103,953.00 1,627,903.98

.11 198,362.26 1,608,717.93

302,315.26 3,236,621.91

10.%1




CONSORCIO LIMA

DISTANCIA MEDIA DE TRANSPORTE DE AGUA FUENT

LONGITUD D

USO : ASFALTO, SUBBASE, BASE

FUENTES DE AGUA A

TRAMO INICIO

1 5 + 500 5 + 500 0.01 0 + 000

5 + 500

1 37 + 900 37 + 900 0.01 21 + 700

37 + 900

1 60 + 400 60 + 400 0.01 49 + 150

60 + 400

1 98 + 170 98 + 170 0.01 79 + 285

98 + 170

LONGITUD DE VIA 2: TRAMOS 3 - 4 - 5- 6

USO : ASFALTO, SUBBASE, BASE

FUENTES DE AGUA A

TRAMO INICIO

3 4 + 350 4 + 350 0.01 0 + 000

4 + 350

3 5 + 060 5 + 060 0.01 4 + 705

5 + 060

UBICACIÓN(km)

UBICACIÓN LONG.ACUMULADA AL

FINAL DEL TRAMO(km)

ACCESO(km)

UBICACIÓN(km)

UBICACIÓN LONG.

ACUMULADA ALFINAL DEL TRAMO

(km)

ACCESO(km)



CONSORCIO LIMA


3 7 + 980 7 + 980 0.01 6 + 520

7 + 980

3 11 + 865 11 + 865 0.01 9 + 923

11 + 865

3 16 + 050 16 + 050 0.01 13 + 958

16 + 050

3 20 + 510 20 + 510 0.01 18 + 280

20 + 510

3 0 + 000 24 + 000 0.01 22 + 255

24 + 000

4 13 + 400 37 + 400 0.01 30 + 700

37 + 400

4 19 + 600 43 + 600 0.01 40 + 500

43 + 600

4 37 + 900 61 + 900 0.01 52 + 750

61 + 900

4 44 + 640 68 + 640 0.01 65 + 270

68 + 640

5 2 + 263 75 + 901 0.01

72 + 271

75 + 901

5 5 + 780 79 + 418 0.01 77 + 660

79 + 418

5 11 + 620 85 + 258 0.01 82 + 338

85 + 258

5 14 + 010 87 + 648 0.02 86 + 453

87 + 648

5 33 + 840 107 + 478 0.01 97 + 563

107 + 478

5 48 + 208 121 + 846 0.01 114 + 662

121 + 846

5 54 + 445 128 + 083 0.01 124 + 965

128 + 083

6 4 + 520 137 + 913 0.01 132 + 998

137 + 913



CONSORCIO LIMA


6 11 + 020 144 + 413 0.02 141 + 163

144 + 413

6 13 + 970 147 + 363 0.02 145 + 888

147 + 363

6 23 + 000 156 + 393 0.01 151 + 878

156 + 393

6 35 + 150 168 + 543 0.01 162 + 468

168 + 543

6 42 + 900 176 + 293 0.01 172 + 418

176 + 293

6 54 + 000 187 + 393 0.01 181 + 843

187 + 393

PROMEDIO DISTANCIA

TRAMOS DISTAN

L1= TRAMO 1A-1B

L2= TRAMO 3-4-5-6




CONSORCIO LIMA

ES

VIA 1: TRAMOS 01A - 01B

CONCRETO

REA DE INFLUENCIA

(m-km)FINAL

5 + 500 5,500.00 2.760 15,180.00

21 + 700 16,200.00 8.110 131,382.00

37 + 900 16,200.00 8.110 131,382.00

49 + 150 11,250.00 5.635 63,393.75

60 + 400 11,250.00 5.635 63,393.75

79 + 285 18,885.00 9.453 178,519.91

98 + 170 18,885.00 9.453 178,519.91

103 + 953.00 5,783.00 2.902 16,782.27

TOTALES 103,953.00 778,553.58

%.49

CONCRETO

REA DE INFLUENCIA

(m-km)FINAL

4 + 350 4,350.00 2.185 9,504.75

4 + 705 355.00 0.188 66.74

5 + 060 355.00 0.188 66.74

6 + 520 1,460.00 0.740 1,080.40

C.G.(km)LONGITUD

(m)


C.G.

(km)LONGITUD(m)



CONSORCIO LIMA

ES7 + 980 1,460.00 0.740 1,080.40

9 + 923 1,942.50 0.981 1,905.59

11 + 865 1,942.50 0.981 1,905.59

13 + 958 2,092.50 1.056 2,209.68

16 + 050 2,092.50 1.056 2,209.68

18 + 280 2,230.00 1.125 2,508.75

20 + 510 2,230.00 1.125 2,508.75

22 + 255 1,745.00 0.883 1,540.84

24 + 000 1,745.00 0.883 1,540.84

30 + 700 6,700.00 3.360 22,512.00

37 + 400 6,700.00 3.360 22,512.00

40 + 500 3,100.00 1.560 4,836.00

43 + 600 3,100.00 1.560 4,836.00

52 + 750 9,150.00 4.585 41,952.75

61 + 900 9,150.00 4.585 41,952.75

65 + 270 3,370.00 1.695 5,712.15

68 + 640 3,370.00 1.695 5,712.15

72 + 271 3,630.50 1.825 6,625.66

75 + 901

3,630.50 1.825 6,625.6677 + 660 1,758.50 0.889 1,563.31

79 + 418 1,758.50 0.889 1,563.31

82 + 338 2,920.00 1.470 4,292.40

85 + 258 2,920.00 1.470 4,292.40

86 + 453 1,195.00 0.608 726.56

87 + 648 1,195.00 0.618 738.51

97 + 563 9,915.00 4.978 49,356.87

107 + 478 9,915.00 4.968 49,257.72

114 + 662 7,184.00 3.602 25,876.77

121 + 846 7,184.00 3.602 25,876.77

124 + 965 3,118.50 1.569 4,892.93

128 + 083 3,118.50 1.569 4,892.93

132 + 998 4,915.00 2.468 12,130.22

137 + 913 4,915.00 2.468 12,130.22

141 + 163 3,250.00 1.635 5,313.75



CONSORCIO LIMA

ES144 + 413 3,250.00 1.645 5,346.25

145 + 888 1,475.00 0.758 1,118.05

147 + 363 1,475.00 0.758 1,118.05

151 + 878 4,515.00 2.278 10,285.17

156 + 393 4,515.00 2.263 10,217.45

162 + 468 6,075.00 3.043 18,486.23

168 + 543 6,075.00 3.043 18,486.23

172 + 418 3,875.00 1.943 7,529.13

176 + 293 3,875.00 1.948 7,548.50

181 + 843 5,550.00 2.785 15,456.75

187 + 393 5,550.00 2.785 15,456.75

19$ + 22%.00 10,834.00 5.427 58,796.12

TOTALES 198,227.00 564,155.18

2.$5

EDIA PARA USO AGUA


.49 103,953.00 778,607.97

.85 198,227.00 564,946.95

302,180.00 1,343,554.92

4.45




CONSORCIO LIMA

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

FUENTE DEAGUA

FUENTE DE

AGUA



CONSORCIO LIMA

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada



CONSORCIO LIMA

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada

Quebrada



CONSORCIO LIMA

DISTANCIA MEDIA DE TRANSPORTE A DME

LONGITUD DE VIA 1: TRAMOS 01A - 01

DME AREA DE INFLUEN

TRAMO INICIO FINAL

1 5 + 480 5 + 480 0.15 0 + 000 5 + 480

5 + 480 7 + 900

1 10 + 320 10 + 320 0.62 7 + 900 10 + 320

10 + 320 11 + 890

1 13 + 460 13 + 460 0.43 11 + 890 13 + 460

13 + 460 16 + 953

1 20 + 445 20 + 445 0.15 16 + 953 20 + 445

20 + 445 27 + 5881 34 + 730 34 + 730 0.46 27 + 588 34 + 730

34 + 730 36 + 275

1 37 + 820 37 + 820 0.10 36 + 275 37 + 820

37 + 820 38 + 830

1 39 + 840 39 + 840 0.42 38 + 830 39 + 840

39 + 840 42 + 520

1 45 + 200 45 + 200 1.04 42 + 520 45 + 200

45 + 200 50 + 300

1 55 + 400 55 + 400 0.84 50 + 300 55 + 400

55 + 400 63 + 710

1 72 + 020 72 + 020 0.56 63 + 710 72 + 02072 + 020 80 + 015

1 88 + 010 88 + 010 0.61 80 + 015 88 + 010

88 + 010 103 + 953.00

TOTALES


DME AREA DE INFLUEN

UBICACIÓN(km)

UBICACIÓNLONG.

ACUMULADA ALFINAL DEL

TRAMO(km)

ACCESO(km)

DISTANCIA ME



CONSORCIO LIMA



DME AREA DE INFLUEN

TRAMO INICIO FINAL

1 5 + 480 5 + 480 0.15 0 + 000 5 + 480

5 + 480 7 + 9001 10 + 320 10 + 320 0.62 7 + 900 10 + 320

10 + 320 11 + 890

1 13 + 460 13 + 460 0.43 11 + 890 13 + 460

13 + 460 16 + 953

1 20 + 445 20 + 445 0.15 16 + 953 20 + 445

20 + 445 27 + 588

1 34 + 730 34 + 730 0.46 27 + 588 34 + 730

34 + 730 36 + 275

1 37 + 820 37 + 820 0.10 36 + 275 37 + 820

37 + 820 38 + 830

1 39 + 840 39 + 840 0.42 38 + 830 39 + 84039 + 840 42 + 520

1 45 + 200 45 + 200 1.04 42 + 520 45 + 200

45 + 200 50 + 300

1 55 + 400 55 + 400 0.84 50 + 300 55 + 400

55 + 400 63 + 710

1 72 + 020 72 + 020 0.56 63 + 710 72 + 020

72 + 020 80 + 015

1 88 + 010 88 + 010 0.61 80 + 015 88 + 010

88 + 010 103 + 953.00

TOTALES


DME AREA DE INFLUEN

TRAMO INICIO FINAL

5 3 + 340 76 + 978 0.01 0 + 000 76 + 978

76 + 978 80 + 423

5 10 + 230 83 + 868 0.50 80 + 423 83 + 868

UBICACIÓN(km)

UBICACIÓNLONG.


TRAMO(km)

ACCESO(km)

DISTANCIA ME

UBICACIÓN

(km)

UBICACIÓNLONG.

ACUMULADA AL

FINAL DELTRAMO

(km)

ACCESO

(km)



CONSORCIO LIMA

B

IA

(m-km)

5,480.00 2.892 15,848.16

2,420.00 1.362 3,296.04

2,420.00 1.825 4,416.50

1,570.00 1.400 2,198.00

1,570.00 1.211 1,901.27

3,492.50 2.172 7,585.71

3,492.50 1.894 6,614.80

7,142.50 3.719 26,562.967,142.50 4.034 28,812.85

1,545.00 1.236 1,909.62

1,545.00 0.873 1,348.79

1,010.00 0.605 611.05

1,010.00 0.928 937.28

2,680.00 1.763 4,724.84

2,680.00 2.381 6,381.08

5,100.00 3.591 18,314.10

5,100.00 3.390 17,289.00

8,310.00 4.995 41,508.45

8,310.00 4.719 39,214.897,995.00 4.562 36,473.19

7,995.00 4.612 36,872.94

15,943.00 8.586 136,886.60

103,953.00 439,708.10

4.23

IA

C.G.(km)LONGITUD

(m)

DIA DE TRANSPORTE !"#



CONSORCIO LIMA

B

IA

(m-km)

5,480.00 2.892 15,848.16

2,420.00 1.362 3,296.042,420.00 1.825 4,416.50

1,570.00 1.400 2,198.00

1,570.00 1.211 1,901.27

3,492.50 2.172 7,585.71

3,492.50 1.894 6,614.80

7,142.50 3.719 26,562.96

7,142.50 4.034 28,812.85

1,545.00 1.236 1,909.62

1,545.00 0.873 1,348.79

1,010.00 0.605 611.05

1,010.00 0.928 937.282,680.00 1.763 4,724.84

2,680.00 2.381 6,381.08

5,100.00 3.591 18,314.10

5,100.00 3.390 17,289.00

8,310.00 4.995 41,508.45

8,310.00 4.719 39,214.89

7,995.00 4.562 36,473.19

7,995.00 4.612 36,872.94

15,943.00 8.586 136,886.60

103,953.00 439,708.10

4.23

IA

(m-km)

76,978.00 38.499 2,963,576.02

3,445.00 1.733 5,970.19

3,445.00 2.223 7,658.24

C.G.(km)LONGITUD

(m)


C.G.

(km)

LONGITUD

(m)



CONSORCIO LIMA

5 9 + 500 83 + 138 0.50 57 + 944

83 + 138

5 55 + 500 129 + 138 0.00 106 + 138

129 + 138

6 32 + 850 166 + 243 0.00 147 + 691

166 + 243

6 64 + 900 198 + 293 0.00 182 + 268

198 + 293



CONSORCIO LIMA

PROMEDIO DISTANCIA MEDIA PARA CON

TRAMOS DISTANCIA MEDIA

L1= TRAMO 1A-1B 51.98

L2= TRAMO 3-4-5-6 12.47




CONSORCIO LIMA

RA CONCRETO

OS 01A - 01B

REA DE INFLUENCIA

(m-km)FINAL

0 + 000 - 0.000 -

103 + 953.00 103,953.00 51.977 5,403,165.08

TOTALES 103,953.00 5,403,165.08

51.9$

OS 3 - 4 - 5- 6

REA DE INFLUENCIA

(m-km)FINAL

0 + 000 - 9.000 -

11 + 970 11,970.00 14.985 179,370.45

23 + 940 11,970.00 14.985 179,370.45

28 + 345 4,405.00 11.203 49,349.22

32 + 750 4,405.00 11.203 49,349.22

57 + 944 25,194.00 21.597 544,114.82

C.G.(km)LONGITUD

(m)


C.G.(km)LONGITUD

(m)



CONSORCIO LIMA

83 + 138 25,194.00 13.097 329,965.82

106 + 138 23,000.00 12.000 276,000.00

129 + 138 23,000.00 11.500 264,500.00

147 + 691 18,552.50 9.276 172,092.99

166 + 243 18,552.50 9.276 172,092.99

182 + 268 16,025.00 8.013 128,408.33

198 + 293 16,025.00 8.013 128,408.33

19$ + 22%.00 66.00 0.033 2.18

TOTALES 198,359.00 2,473,024.77

12.4%DISTANCIA MEDIA DE TRANSPORTE !"#



CONSORCIO LIMA

CRETO

LONGITUD DM&L

103,953.00 5,403,476.94

198,359.00 2,473,536.73

302,312.00 7,877,013.67

26.06



CONSORCIO LIMA

DISTANCIA MEDIA DE TRANSPORTE DE AGREGADOS P

LONGITUD DE VIA 1: T

CANTERA

TRAMO INICIO

1 0 + 000 0 + 000 0.000 + 000

0 + 000

UBICACIÓN(km)


DEL TRAMO(km)

ACCESO(km)



CONSORCIO LIMA

RA MEZCLA ASFALTICA

AMOS 01A

REA DE INFLUENCIA

(m-km)FINAL

0 + 000 - 0.000 -

60 + 100.00 60,100.00 30.050 1,806,005.00

TOTALES 60,100.00 1,806,005.00

30.05

C.G.(km)LONGITUD

(m)




CONSORCIO LIMA

73 + 640

5 9 + 500 83 + 138 0.50 78 + 389

83 + 138

5 55 + 500 188 + 893 0.00 136 + 016

188 + 893

PROMEDIO DISTANCIA

TRAMOS DISTAN

L1= TRAMO 1A-1B 21

L2= TRAMO 3-4-5-6 19




CONSORCIO LIMA

RA SLURRY

AMOS 01B

REA DE INFLUENCIA

(m-km)FINAL

60 + 100 - 0.000 -

103 + 953.00 43,853.00 21.927 961,564.73

TOTALES 43,853.00 961,564.73

21.93

OS 3 - 4 - 5- 6

REA DE INFLUENCIA

(m-km)FINAL

0 + 000 - 9.000 -

11 + 970 11,970.00 14.985 179,370.45

23 + 940 11,970.00 8.885 106,353.45

23 + 970 30.00 2.915 87.45

24 + 000 30.00 1.015 30.45

48 + 820 24,819.82 13.410 332,833.72

73 + 640 24,819.82 12.460 309,254.89

C.G.(km)LONGITUD

(m)


C.G.(km)LONGITUD

(m)



CONSORCIO LIMA

78 + 389 4,749.19 2.425 11,516.77

83 + 138 4,749.19 2.875 13,653.91

136 + 016 52,877.50 26.939 1,424,466.97

188 + 893 52,877.50 26.439 1,398,028.22

19$ + 22%.00 9,334.00 4.667 43,561.78

TOTALES 198,227.00 3,819,158.07

19.2%

EDIA PARA SLURRY


.93 43,853.00 961,696.29

.27 198,227.00 3,819,834.29

242,080.00 4,781,530.58

19.%5




CONSORCIO LIMA

DISTANCIA MEDIA DE TRANSPORTE DE AFIRMADO


CANTERA

TRAMO INICIO

1 0 + 000 0 + 000 0.00 0 + 000

0 + 000

1 8 + 000 8 + 000 0.00 4 + 000

8 + 000

1 48 + 600 48 + 600 0.00 28 + 300

48 + 600

1 55 + 300 55 + 300 0.10 51 + 950

55 + 300


CANTERA

TRAMO INICIO

3 0 + 000 0 + 000 9.20 0 + 000

0 + 0003 21 + 485 21 + 485 0.04 10 + 743

21 + 485

3 23 + 940 23 + 940 2.90 22 + 713

23 + 940

4 0 + 000 24 + 000 1.00 23 + 970

24 + 000

4 0 + 100 24 + 100 0.50 24 + 050

24 + 100

4 8 + 750 32 + 750 9.00 28 + 425

32 + 750

UBICACIÓN(km)


DEL TRAMO(km)

ACCESO(km)

UBICACIÓN(km)


DEL TRAMO(km)

ACCESO(km)



CONSORCIO LIMA

4 49 + 639.63 73 + 640 0.05 53 + 195

73 + 640

5 0 + 000 73 + 638 0.00 73 + 639

73 + 638

5 9 + 500 83 + 138 0.50 78 + 388

83 + 138

5 38 + 300 111 + 938 0.00 97 + 538

111 + 9385 55 + 500 129 + 138 0.00 120 + 538

129 + 138

6 29 + 200 162 + 593 0.00 145 + 866

162 + 593

6 32 + 850 166 + 243 0.00 164 + 418

166 + 243

6 50 + 000 183 + 393 0.00 174 + 818

183 + 393

6 64 + 900 198 + 293 0.00 190 + 843

198 + 293

PROMEDIO DISTANCIA MEDIA PARA A'I


L1= TRAMO 1A-1B 15.66

L2= TRAMO 3-4-5-6 8.11




CONSORCIO LIMA

OS 01A - 01B

REA DE INFLUENCIA

(m-km)FINAL

0 + 000 - 0.000 -

4 + 000 4,000.00 2.000 8,000.00

8 + 000 4,000.00 2.000 8,000.00

28 + 300 20,300.00 10.150 206,045.00

48 + 600 20,300.00 10.150 206,045.00

51 + 950 3,350.00 1.675 5,611.25

55 + 300 3,350.00 1.775 5,946.25

103 + 953.00 48,653.00 24.427 1,188,446.83

TOTALES 103,953.00 1,628,094.33

15.66

OS 3 - 4 - 5- 6

REA DE INFLUENCIA

(m-km)FINAL

0 + 000 - 9.200 -

10 + 743 10,742.50 14.571 156,528.9721 + 485 10,742.50 5.411 58,127.67

22 + 713 1,227.50 0.654 802.79

23 + 940 1,227.50 3.514 4,313.44

23 + 970 30.00 2.915 87.45

24 + 000 30.00 1.015 30.45

24 + 050 50.00 1.025 51.25

24 + 100 50.00 0.525 26.25

28 + 425 4,325.00 2.663 11,517.48

32 + 750 4,325.00 11.163 48,279.98

53 + 195 20,444.82 19.222 392,990.23

C.G.(km)LONGITUD

(m)


C.G.(km)LONGITUD

(m)



CONSORCIO LIMA

73 + 640 20,444.82 10.272 210,009.14

73 + 639 0.82 0.050 0.04

73 + 638 0.82 0.000 -

78 + 388 4,750.00 2.375 11,281.25

83 + 138 4,750.00 2.875 13,656.25

97 + 538 14,400.00 7.700 110,880.00

111 + 938 14,400.00 7.200 103,680.00

120 + 538 8,600.00 4.300 36,980.00129 + 138 8,600.00 4.300 36,980.00

145 + 866 16,727.50 8.364 139,908.81

162 + 593 16,727.50 8.364 139,908.81

164 + 418 1,825.00 0.913 1,666.23

166 + 243 1,825.00 0.913 1,666.23

174 + 818 8,575.00 4.288 36,769.60

183 + 393 8,575.00 4.288 36,769.60

190 + 843 7,450.00 3.725 27,751.25

198 + 293 7,450.00 3.725 27,751.25

19$ + 22%.00 66.00 0.033 2.18

TOTALES 198,362.26 1,608,416.57

$.11

MADO

LONGITUD DM&L

103,953.00 1,627,903.98

198,362.26 1,608,717.93

302,315.26 3,236,621.91

10.%1




CONSORCIO LIMA

DISTANCIA MEDIA DE TRANSPORTE DE MATERIAL PARA

LONGITUD DE VIA 1: TRAM

CANTERA A

TRAMO INICIO

1 0 + 000 0 + 000 0.000 + 000

0 + 000

1 8 + 000 8 + 000 0.004 + 000

8 + 000

1 48 + 600 48 + 600 0.0028 + 300

48 + 600

1 55 + 300 55 + 300 0.10 51 + 950

55 + 300


CANTERA A

TRAMO INICIO

UBICACIÓN(km)


DEL TRAMO(km)

ACCESO(km)

UBICACIÓN(km)


DEL TRAMO(km)

ACCESO(km)



CONSORCIO LIMA

DISTANCIA MEDIA DE TRANSPORTE DE MATERIAL PARA3 0 + 000 0 + 000 9.20 0 + 000

0 + 000

3 21 + 485 21 + 485 0.04 10 + 743

21 + 485

3 23 + 940 23 + 940 2.90 22 + 713

23 + 940

4 0 + 000 24 + 000 1.00 23 + 970

24 + 000

4 0 + 100 24 + 100 0.50 24 + 050

24 + 100

4 8 + 750 32 + 750 9.00 28 + 425

32 + 750

4 49 + 639.63 73 + 640 0.05 53 + 195

73 + 640

5 0 + 000 73 + 638 0.00 73 + 639

73 + 638

5 9 + 500 83 + 138 0.50 78 + 388

83 + 138

5 38 + 300 111 + 938 0.00 97 + 538

111 + 938

5 55 + 500 129 + 138 0.00 120 + 538

129 + 138

6 29 + 200 162 + 593 0.00 145 + 866

162 + 593

6 32 + 850 166 + 243 0.00 164 + 418

166 + 243

6 50 + 000 183 + 393 0.00

174 + 818

183 + 393

6 64 + 900 198 + 293 0.00 190 + 843

198 + 293



CONSORCIO LIMA

DISTANCIA MEDIA DE TRANSPORTE DE MATERIAL PARAPROMEDIO DISTANCIA MEDIA PARA MATERIA


L1= TRAMO 1A-1B 15.66

L2= TRAMO 3-4-5-6 8.11




CONSORCIO LIMA

RELLENOS

S 01A - 01B

EA DE INFLUENCIA

(m-km)FINAL

0 + 000 - 0.000 -

4 + 000 4,000.00 2.000 8,000.00

8 + 000 4,000.00 2.000 8,000.00

28 + 300 20,300.00 10.150 206,045.00

48 + 600 20,300.00 10.150 206,045.00

51 + 950 3,350.00 1.675 5,611.25

55 + 300 3,350.00 1.775 5,946.25

103 + 953.00 48,653.00 24.427 1,188,446.83

TOTALES 103,953.00 1,628,094.33

15.66

EA DE INFLUENCIA

(m-km)FINAL

C.G.(km)LONGITUD

(m)


C.G.(km)LONGITUD

(m)



CONSORCIO LIMA

RELLENOS0 + 000 - 9.200 -

10 + 743 10,742.50 14.571 156,528.97

21 + 485 10,742.50 5.411 58,127.67

22 + 713 1,227.50 0.654 802.79

23 + 940 1,227.50 3.514 4,313.44

23 + 970 30.00 2.915 87.45

24 + 000 30.00 1.015 30.45

24 + 050 50.00 1.025 51.25

24 + 100 50.00 0.525 26.25

28 + 425 4,325.00 2.663 11,517.48

32 + 750 4,325.00 11.163 48,279.98

53 + 195 20,444.82 19.222 392,990.23

73 + 640 20,444.82 10.272 210,009.14

73 + 639 0.82 0.050 0.04

73 + 638 0.82 0.000 -

78 + 388 4,750.00 2.375 11,281.25

83 + 138 4,750.00 2.875 13,656.25

97 + 538 14,400.00 7.700 110,880.00

111 + 938 14,400.00 7.200 103,680.00

120 + 538 8,600.00 4.300 36,980.00

129 + 138 8,600.00 4.300 36,980.00

145 + 866 16,727.50 8.364 139,908.81

162 + 593 16,727.50 8.364 139,908.81

164 + 418 1,825.00 0.913 1,666.23

166 + 243 1,825.00 0.913 1,666.23

174 + 818 8,575.00 4.288 36,769.60

183 + 393

8,575.00 4.288 36,769.60190 + 843 7,450.00 3.725 27,751.25

198 + 293 7,450.00 3.725 27,751.25

19$ + 22%.00 66.00 0.033 2.18

TOTALES 198,362.26 1,608,416.57

$.11DISTANCIA MEDIA DE TRANSPORTE !"#



CONSORCIO LIMA

RELLENOSRELLENO

LONGITUD DM&L

103,953.00 1,627,903.98

198,362.26 1,608,717.93

302,315.26 3,236,621.91

10.%1

05. Distancia Media-huanucoREV1.0

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