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EVALUACION DEL ASENTAMIENTO DEL CUERPO APENDICE B API-653 CLIENTE: MANSAROVAR ENERGY COL. LTD Ubicación:

TERMINAL DE RECIBO "EL SAUCE" Junio 10/08

TANQUE: TK-90.000-1

SERVICIO:

Diametro (D) Ft: 35 Yield Strength (Y) Lb/Pulg2:

Altura (H) Ft: 24 Young's modulus (E) Lb/Pulg2: 29000000 30000 Arc length between points (L) Ft: 6.872233931

Deflection Max. accurete (S) mm:

FECHA:

Crudo

9,4 mm

Deflection allowable (Sa) mm:

13.650405

2

Sa ≤ 11L Y/2EH U = Measured out-of-plane settlement in relation to a cosine curve, in feet Sa = Deflection max. permissible, in feet, (out-of-plane distortion) S = Deflection accurete, in feet, (out-of-plane distortion) L = Arc length between measurement points, in feet Y = Yield strength, in pounds per square inch (psi) E - Young's modulus, in pounds per square inch (psi) H = Tank height, in feet

Estación

Distancia alrededor del tanque

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

0.00 6.87 13.74 20.62 27.49 34.36 41.23 48.11 54.98 61.85 68.72 75.59 82.47 89.34 96.21 103.08

Lectura Asentamie nto 392.00 400.00 401.00 404.00 404.00 402.00 403.00 403.00 401.00 406.00 403.00 400.00 397 403 401 398

U

S (mm)

Deflexion admisible (Sa) (mm)

Evaluación

-2.51 0.74 0.82 2.75 1.70 -1.17 -0.73 -0.89 -2.63 3.01 0.93 -1.00 -2.95 3.92 2.48 -0.36

-8.26 -0.45 3.28 2.96 1.66 -2.10 -0.26 -1.81 -2.74 3.95 3.72 -4.46 -4.66 4.60 7.26 -2.69

13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65

TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE TRUE

CURVA ASENTAMIENTO CUERPO 6.000

4.000 2.000 0.000 -2.000

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

-4.000

-6.000 -8.000 -10.000

COMENTARIOS:El tanque descanza sobre un anillo de concreto, el cual presenta algunas grietas y puntos aislados con perdida de la capa de concreto de sello, particularmente en la base del anillo donde, el agua puede filtrarse dentro de la fundación. No se obervan grandes deformaciones debido a posibles asentamientos. Los valores de verticalidad y redondez del tanque son aceptables.

u

Cliente

ALIANZA CASABE

Estación

CASABE SUR

ASENTAMIENTO PRUEBA HIDROSTATICA Altura Tanque (ft): Diamtro Tanque (ft):

24 35

N: Distancia entre estaciones-X:

16 6.872233931

0 Estación 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1

Yield strength Y: Modulo de Young

1

2

3

Lectura Asentamiento Distancia Asentamiento Relativo alrededor del tanque Si si 103.083509 398 -3.125 0 392 -9.125 6.872233931 400 -1.125 13.74446786 401 -0.125 20.61670179 404 2.875 27.48893572 404 2.875 34.36116965 402 0.875 41.23340358 403 1.875 48.10563751 403 1.875 54.97787145 401 -0.125 61.85010538 406 4.875 68.72233931 403 1.875 75.59457324 400 -1.125 82.46680717 397 -4.125 89.3390411 403 1.875 96.21127503 401 -0.125 103.083509 398 -3.125 0 392 -9.125

Sumatorias

Ángulo Ti 5.89 0.00 0.39 0.79 1.18 1.57 1.96 2.36 2.75 3.14 3.53 3.93 4.32 4.71 5.11 5.50 5.89 0.00

6418 a0:

47.12

401.125

6.000 4.000 2.000 0.000 -2.000 -4.000 -6.000 -8.000 -10.000

1

2

3

4

5

6

7

8

9

10 11

CASABE SUR

Tanque:

TK-36-01A

N:

8 13.74446786

30000 lb/pulg2 29000000 lb/pulg2

4

5

6

Coseno del Seno del ángulo Ángulo cosTi sinTi 0.92 -0.38 1.00 0.00 0.92 0.38 0.71 0.71 0.38 0.92 0.00 1.00 -0.38 0.92 -0.71 0.71 -0.92 0.38 -1.00 0.00 -0.92 -0.38 -0.71 -0.71 -0.38 -0.92 0.00 -1.00 0.38 -0.92 0.71 -0.71 0.92 -0.38 1 0.00

0.00

DEFLEXION ADMISIBLE (ft): 0.044784792

7

8

SiCosTi 367.70 392.00 369.55 283.55 154.60 0.00 -153.84 -284.96 -372.32 -401.00 -375.10 -284.96 -153.07 0.00 154.22 283.55 367.70 392.00

SiSenTi -152.31 0.00 153.07 283.55 373.25 404.00 371.40 284.96 154.22 0.00 -155.37 -284.96 -369.55 -397.00 -372.32 -283.55 -152.31 0.00

47.12

-20.08

9.39

a1:

-2.51 b1:

1.17

10 11 12 13 14 15 16 17

9

13.65040471

10

Mejor curva del Asentamiento Deflexion actual coseno ajustada diferenical mm a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/2 -2.768 -0.357 -2.689 -2.510 -6.615 -8.265 -1.870 0.745 -0.452 -0.945 0.820 3.277 0.124 2.751 2.964 1.174 1.701 1.656 2.045 -1.170 -2.099 2.605 -0.730 -0.263 2.768 -0.893 -1.811 2.510 -2.635 -2.735 1.870 3.005 3.952 0.945 0.930 3.723 -0.124 -1.001 -4.464 -1.174 -2.951 -4.656 -2.045 3.920 4.599 -2.605 2.480 7.263 -2.768 -0.357 -2.689 -2.510 -6.615 -8.265

mm

11 Deflexion admisible en mm 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65

Cliente

ALIANZA CASABE

Estación

CASABE SUR

ASENTAMIENTO PRUEBA HIDROSTATICA Altura Tanque (ft): Diamtro Tanque (ft):

24 35

N: Distancia entre estaciones-X:

16 6.872233931

0 Estación 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1

Yield strength Y: Modulo de Young

1

2

3

Lectura Asentamiento Distancia Asentamiento Relativo alrededor del tanque Si si 103.083509 396 -3.625 0 392 -7.625 6.872233931 400 0.375 13.74446786 401 1.375 20.61670179 402 2.375 27.48893572 402 2.375 34.36116965 400 0.375 41.23340358 401 1.375 48.10563751 401 1.375 54.97787145 401 1.375 61.85010538 404 4.375 68.72233931 401 1.375 75.59457324 398 -1.625 82.46680717 395 -4.625 89.3390411 401 1.375 96.21127503 399 -0.625 103.083509 396 -3.625 0 392 -7.625

Sumatorias

Ángulo Ti 5.89 0.00 0.39 0.79 1.18 1.57 1.96 2.36 2.75 3.14 3.53 3.93 4.32 4.71 5.11 5.50 5.89 0.00

6394 a0:

47.12

399.625

6.000 4.000 2.000 0.000 -2.000 -4.000 -6.000 -8.000 -10.000

1

2

3

4

5

6

7

8

9

10 11

CASABE SUR

Tanque:

TK-36-01A

N:

8 13.74446786

30000 lb/pulg2 29000000 lb/pulg2

4

5

6

Coseno del Seno del ángulo Ángulo cosTi sinTi 0.92 -0.38 1.00 0.00 0.92 0.38 0.71 0.71 0.38 0.92 0.00 1.00 -0.38 0.92 -0.71 0.71 -0.92 0.38 -1.00 0.00 -0.92 -0.38 -0.71 -0.71 -0.38 -0.92 0.00 -1.00 0.38 -0.92 0.71 -0.71 0.92 -0.38 1 0.00

0.00

DEFLEXION ADMISIBLE (ft): 0.044784792

7

8

SiCosTi 365.86 392.00 369.55 283.55 153.84 0.00 -153.07 -283.55 -370.48 -401.00 -373.25 -283.55 -152.31 0.00 153.46 282.14 365.86 392.00

SiSenTi -151.54 0.00 153.07 283.55 371.40 402.00 369.55 283.55 153.46 0.00 -154.60 -283.55 -367.70 -395.00 -370.48 -282.14 -151.54 0.00

47.12

-16.82

11.57

a1:

-2.10 b1:

1.45

10 11 12 13 14 15 16 17

9

13.65040471

10

Mejor curva del Asentamiento Deflexion actual coseno ajustada diferenical mm a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/2 -2.495 -1.130 -3.769 -2.102 -5.523 -7.384 -1.389 1.764 1.407 -0.464 1.839 4.136 0.532 1.843 1.844 1.446 0.929 0.576 2.140 -1.765 -2.127 2.509 -1.134 -1.235 2.495 -1.120 -1.731 2.102 -0.727 -0.616 1.389 2.986 4.093 0.464 0.911 2.864 -0.532 -1.093 -4.344 -1.446 -3.179 -4.576 -2.140 3.515 4.627 -2.509 1.884 6.235 -2.495 -1.130 -3.769 -2.102 -5.523 -7.384

mm

11 Deflexion admisible en mm 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65

Cliente

ALIANZA CASABE

Estación

CASABE SUR

ASENTAMIENTO PRUEBA HIDROSTATICA Altura Tanque (ft): Diamtro Tanque (ft):

24 35

N: Distancia entre estaciones-X:

16 6.872233931

0 Estación 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1

Yield strength Y: Modulo de Young

1

2

3

Lectura Asentamiento Distancia Asentamiento Relativo alrededor del tanque Si si 103.083509 396 -3.500 0 392 -7.500 6.872233931 400 0.500 13.74446786 401 1.500 20.61670179 402 2.500 27.48893572 402 2.500 34.36116965 400 0.500 41.23340358 401 1.500 48.10563751 401 1.500 54.97787145 399 -0.500 61.85010538 404 4.500 68.72233931 401 1.500 75.59457324 398 -1.500 82.46680717 395 -4.500 89.3390411 401 1.500 96.21127503 399 -0.500 103.083509 396 -3.500 0 392 -7.500

Sumatorias

Ángulo Ti 5.89 0.00 0.39 0.79 1.18 1.57 1.96 2.36 2.75 3.14 3.53 3.93 4.32 4.71 5.11 5.50 5.89 0.00

6392 a0:

47.12

399.5

6.000 4.000 2.000 0.000 -2.000 -4.000 -6.000 -8.000 -10.000

1

2

3

4

5

6

7

8

9

10 11

CASABE SUR

Tanque:

TK-36-01A

N:

8 13.74446786

30000 lb/pulg2 29000000 lb/pulg2

4

5

6

Coseno del Seno del ángulo Ángulo cosTi sinTi 0.92 -0.38 1.00 0.00 0.92 0.38 0.71 0.71 0.38 0.92 0.00 1.00 -0.38 0.92 -0.71 0.71 -0.92 0.38 -1.00 0.00 -0.92 -0.38 -0.71 -0.71 -0.38 -0.92 0.00 -1.00 0.38 -0.92 0.71 -0.71 0.92 -0.38 1 0.00

0.00

DEFLEXION ADMISIBLE (ft): 0.044784792

7

8

SiCosTi 365.86 392.00 369.55 283.55 153.84 0.00 -153.07 -283.55 -370.48 -399.00 -373.25 -283.55 -152.31 0.00 153.46 282.14 365.86 392.00

SiSenTi -151.54 0.00 153.07 283.55 371.40 402.00 369.55 283.55 153.46 0.00 -154.60 -283.55 -367.70 -395.00 -370.48 -282.14 -151.54 0.00

47.12

-14.82

11.57

a1:

-1.85 b1:

1.45

10 11 12 13 14 15 16 17

9

13.65040471

10

Mejor curva del Asentamiento Deflexion actual coseno ajustada diferenical mm a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/2 -2.264 -1.236 -3.837 -1.852 -5.648 -7.458 -1.158 1.658 1.339 -0.287 1.787 4.084 0.627 1.873 1.816 1.446 1.054 0.576 2.045 -1.545 -2.099 2.332 -0.832 -0.183 2.264 -0.764 -1.663 1.852 -2.352 -2.542 1.158 3.342 4.161 0.287 1.213 3.916 -0.627 -0.873 -4.316 -1.446 -3.054 -4.576 -2.045 3.545 4.599 -2.332 1.832 6.183 -2.264 -1.236 -3.837 -1.852 -5.648 -7.458

mm

11 Deflexion admisible en mm 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65

Cliente

ALIANZA CASABE

Estación

CASABE SUR

ASENTAMIENTO PRUEBA HIDROSTATICA Altura Tanque (ft): Diamtro Tanque (ft):

24 35

N: Distancia entre estaciones-X:

16 6.872233931

0 Estación 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1

Yield strength Y: Modulo de Young

1

2

3

Lectura Asentamiento Distancia Asentamiento Relativo alrededor del tanque Si si 103.083509 395 -3.625 0 391 -7.625 6.872233931 399 0.375 13.74446786 399 0.375 20.61670179 401 2.375 27.48893572 402 3.375 34.36116965 400 1.375 41.23340358 400 1.375 48.10563751 401 2.375 54.97787145 398 -0.625 61.85010538 403 4.375 68.72233931 400 1.375 75.59457324 397 -1.625 82.46680717 394 -4.625 89.3390411 400 1.375 96.21127503 398 -0.625 103.083509 395 -3.625 0 391 -7.625

Sumatorias

Ángulo Ti 5.89 0.00 0.39 0.79 1.18 1.57 1.96 2.36 2.75 3.14 3.53 3.93 4.32 4.71 5.11 5.50 5.89 0.00

6378 a0:

47.12

398.625

6.000 4.000 2.000 0.000 -2.000 -4.000 -6.000 -8.000 -10.000

1

2

3

4

5

6

7

8

9

10 11

CASABE SUR

Tanque:

TK-36-01A

N:

8 13.74446786

30000 lb/pulg2 29000000 lb/pulg2

4

5

6

Coseno del Seno del ángulo Ángulo cosTi sinTi 0.92 -0.38 1.00 0.00 0.92 0.38 0.71 0.71 0.38 0.92 0.00 1.00 -0.38 0.92 -0.71 0.71 -0.92 0.38 -1.00 0.00 -0.92 -0.38 -0.71 -0.71 -0.38 -0.92 0.00 -1.00 0.38 -0.92 0.71 -0.71 0.92 -0.38 1 0.00

0.00

DEFLEXION ADMISIBLE (ft): 0.044784792

7

8

SiCosTi 364.93 391.00 368.63 282.14 153.46 0.00 -153.07 -282.84 -370.48 -398.00 -372.32 -282.84 -151.93 0.00 153.07 281.43 364.93 391.00

SiSenTi -151.16 0.00 152.69 282.14 370.48 402.00 369.55 282.84 153.46 0.00 -154.22 -282.84 -366.78 -394.00 -369.55 -281.43 -151.16 0.00

47.12

-16.83

13.17

a1:

-2.10 b1:

1.65

10 11 12 13 14 15 16 17

9

13.65040471

10

Mejor curva del Asentamiento Deflexion actual coseno ajustada diferenical mm a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/2 -2.573 -1.052 -3.746 -2.104 -5.521 -6.884 -1.314 1.689 1.385 -0.324 0.699 2.595 0.716 1.659 1.290 1.646 1.729 2.018 2.326 -0.951 -1.681 2.651 -1.276 -0.777 2.573 -0.198 -1.254 2.104 -2.729 -2.616 1.314 3.061 3.615 0.324 1.051 3.905 -0.716 -0.909 -4.290 -1.646 -2.979 -4.518 -2.326 3.701 4.681 -2.651 2.026 6.277 -2.573 -1.052 -3.746 -2.104 -5.521 -6.884

mm

11 Deflexion admisible en mm 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65

Cliente

ALIANZA CASABE

Estación

CASABE SUR

ASENTAMIENTO PRUEBA HIDROSTATICA Altura Tanque (ft): Diamtro Tanque (ft):

24 35

N: Distancia entre estaciones-X:

16 6.872233931

0 Estación 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1

Yield strength Y: Modulo de Young

1

2

3

Lectura Asentamiento Distancia Asentamiento Relativo alrededor del tanque Si si 103.083509 393 -4.188 0 390 -7.188 6.872233931 398 0.813 13.74446786 398 0.813 20.61670179 400 2.813 27.48893572 400 2.813 34.36116965 398 0.813 41.23340358 399 1.813 48.10563751 399 1.813 54.97787145 397 -0.188 61.85010538 402 4.813 68.72233931 399 1.813 75.59457324 396 -1.188 82.46680717 392 -5.188 89.3390411 398 0.813 96.21127503 396 -1.188 103.083509 393 -4.188 0 390 -7.188

Sumatorias

Ángulo Ti 5.89 0.00 0.39 0.79 1.18 1.57 1.96 2.36 2.75 3.14 3.53 3.93 4.32 4.71 5.11 5.50 5.89 0.00

6355 a0:

47.12

397.1875

6.000 4.000 2.000 0.000 1 -2.000 -4.000 -6.000 -8.000

2

3

4

5

6

7

8

9

10 11

CASABE SUR

Tanque:

TK-36-01A

N:

8 13.74446786

30000 lb/pulg2 29000000 lb/pulg2

4

5

6

Coseno del Seno del ángulo Ángulo cosTi sinTi 0.92 -0.38 1.00 0.00 0.92 0.38 0.71 0.71 0.38 0.92 0.00 1.00 -0.38 0.92 -0.71 0.71 -0.92 0.38 -1.00 0.00 -0.92 -0.38 -0.71 -0.71 -0.38 -0.92 0.00 -1.00 0.38 -0.92 0.71 -0.71 0.92 -0.38 1 0.00

0.00

DEFLEXION ADMISIBLE (ft): 0.044784792

7

8

SiCosTi 363.08 390.00 367.70 281.43 153.07 0.00 -152.31 -282.14 -368.63 -397.00 -371.40 -282.14 -151.54 0.00 152.31 280.01 363.08 390.00

SiSenTi -150.39 0.00 152.31 281.43 369.55 400.00 367.70 282.14 152.69 0.00 -153.84 -282.14 -365.86 -392.00 -367.70 -280.01 -150.39 0.00

47.12

-17.54

13.88

a1:

-2.19 b1:

1.73

10 11 12 13 14 15 16 17

9

13.65040471

10

Mejor curva del Asentamiento Deflexion actual coseno ajustada diferenical mm a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/2 -2.689 -1.499 -4.212 -2.192 -4.995 -6.358 -1.361 2.174 1.899 -0.324 1.136 3.095 0.763 2.049 1.776 1.734 1.078 0.992 2.441 -1.629 -2.215 2.776 -0.964 -0.313 2.689 -0.876 -1.788 2.192 -2.380 -2.642 1.361 3.451 4.101 0.324 1.489 4.405 -0.763 -0.424 -3.776 -1.734 -3.453 -4.992 -2.441 3.254 4.215 -2.776 1.589 5.813 -2.689 -1.499 -4.212 -2.192 -4.995 -6.358

mm

11 Deflexion admisible en mm 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65

Cliente

ALIANZA CASABE

Estación

CASABE SUR

ASENTAMIENTO PRUEBA HIDROSTATICA Altura Tanque (ft): Diamtro Tanque (ft):

24 35

N: Distancia entre estaciones-X:

16 6.872233931

0 Estación 16 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1

Yield strength Y: Modulo de Young

1

2

3

Lectura Asentamiento Distancia Asentamiento Relativo alrededor del tanque Si si 103.083509 398 -3.125 0 392 -9.125 6.872233931 400 -1.125 13.74446786 401 -0.125 20.61670179 404 2.875 27.48893572 404 2.875 34.36116965 402 0.875 41.23340358 403 1.875 48.10563751 403 1.875 54.97787145 401 -0.125 61.85010538 406 4.875 68.72233931 403 1.875 75.59457324 400 -1.125 82.46680717 397 -4.125 89.3390411 403 1.875 96.21127503 401 -0.125 103.083509 398 -3.125 0 392 -9.125

Sumatorias

Ángulo Ti 5.89 0.00 0.39 0.79 1.18 1.57 1.96 2.36 2.75 3.14 3.53 3.93 4.32 4.71 5.11 5.50 5.89 0.00

6418 a0:

47.12

401.125

6.000 4.000 2.000 0.000 -2.000 -4.000 -6.000 -8.000 -10.000

1

2

3

4

5

6

7

8

9

10 11

CASABE SUR

Tanque:

TK-36-01A

N:

8 13.74446786

30000 lb/pulg2 29000000 lb/pulg2

4

5

6

Coseno del Seno del ángulo Ángulo cosTi sinTi 0.92 -0.38 1.00 0.00 0.92 0.38 0.71 0.71 0.38 0.92 0.00 1.00 -0.38 0.92 -0.71 0.71 -0.92 0.38 -1.00 0.00 -0.92 -0.38 -0.71 -0.71 -0.38 -0.92 0.00 -1.00 0.38 -0.92 0.71 -0.71 0.92 -0.38 1 0.00

0.00

DEFLEXION ADMISIBLE (ft): 0.044784792

7

8

SiCosTi 367.70 392.00 369.55 283.55 154.60 0.00 -153.84 -284.96 -372.32 -401.00 -375.10 -284.96 -153.07 0.00 154.22 283.55 367.70 392.00

SiSenTi -152.31 0.00 153.07 283.55 373.25 404.00 371.40 284.96 154.22 0.00 -155.37 -284.96 -369.55 -397.00 -372.32 -283.55 -152.31 0.00

47.12

-20.08

9.39

a1:

-2.51 b1:

1.17

10 11 12 13 14 15 16 17

9

13.65040471

10

Mejor curva del Asentamiento Deflexion actual coseno ajustada diferenical mm a1cosTi+b1sinTi ui ui-(ui+1 +ui-1)/2 -2.768 -0.357 -2.689 -2.510 -6.615 -8.265 -1.870 0.745 -0.452 -0.945 0.820 3.277 0.124 2.751 2.964 1.174 1.701 1.656 2.045 -1.170 -2.099 2.605 -0.730 -0.263 2.768 -0.893 -1.811 2.510 -2.635 -2.735 1.870 3.005 3.952 0.945 0.930 3.723 -0.124 -1.001 -4.464 -1.174 -2.951 -4.656 -2.045 3.920 4.599 -2.605 2.480 7.263 -2.768 -0.357 -2.689 -2.510 -6.615 -8.265

mm

11 Deflexion admisible en mm 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65 13.65

L Punto

angulo

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

0 22,5 45 67,5 90 112,5 135 157.5 180 202.5 225 247.5 270 292.5 315 337.5

0

Asentamiento uniforme (mm)

25% 392 400 401 404 404 402 403 403 401 406 403 400 397 403 401 398

392 400 401 402 402 400 401 401 401 404 401 398 395 401 399 396 MAX:

0 0 0 2 2 2 2 2 0 2 2 2 2 2 2 2 2

Asentamiento uniforme (mm)

50% 392 400 401 402 402 400 401 401 399 404 401 398 395 401 399 396 MAX:

0 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2

LLENADO Asentamiento uniforme (mm)

75% 391 399 399 401 402 400 400 401 398 403 400 397 394 400 398 395 MAX:

100% 1 1 2 3 2 2 3 2 3 3 3 3 3 3 3 3

3

Asentamiento uniforme (mm)

390 398 398 400 400 398 399 399 397 402 399 396 392 398 396 393 MAX:

0%

Asentamiento uniforme (mm)

2 2 3 4 4 4 4 4 4 4 4 4 5 5 5 5 5

392 400 401 404 404 402 403 403 401 406 403 400 397 403 401 398 MAX:

406

9