Pavimentos Alex

TESISTA:Bach. BUSTAMANTE NÚÑEZ ALEXANDER

PROYECTO DE TESIS : "DISEÑO DE LA CARRETERA LA PUNTA-CHUMBIOCSA"

PROCEDENCIA DE MATERIAL :DISTRITO DE ANDABAMBA, PROVINCIA DE SANTA CRUZ-REGIÓN CAJAMARCA

CALICATA: C-1 PROGRESIVA: 0+500

FECHA: MAYO 2013 PROFUNDIDAD: 0.00-2.00 m

944 cm³1 2 3 4

2857 3397 3327 31261670 1670 1670 16701187 1727 1657 14561.257 1.829 1.755 1.5421.095 1.572 1.476 1.290

46 20 17 1393.72 101.57 105.12 95.6885.20 91.26 92.67 84.498.52 10.31 12.45 11.1927.93 28.23 26.86 27.2757.27 63.03 65.81 57.2214.88 16.36 18.92 19.56

1.670 gr/cm3

17.42 %

3. Peso de agua contenida (1-2) (gr)

Optimo Contenido de Humedad

4. Peso del frasco (gr)5. Peso del suelo seco (2-4) (gr)

VOLUMEN DEL MOLDE :

6. Contenido de humedad (3/5 * 100) (%)

Máxima Densidad Seca

FRASCO N°CONTENIDO DE HUMEDAD

1. Peso de frasco + suelo húmedo (gr)2. Peso de frasco + suelo seco (gr)

UNIVERSIDAD NACIONAL PEDRO RUIZ GALLOFACULTAD DE INGENIERÍA CIVIL DE SISTEMAS Y DE ARQUITECTURA

LABORATORIO DE PAVIMENTOSENSAYO DE COMPACTACION

4. Densidad húmeda (gr/cm3)5. Densidad seca (gr/cm3)

PRUEBA N°1. Peso de molde + suelo compactado (gr)

3. Peso del suelo compactado (1-2) (gr)2. Peso del molde (gr)

0.90

1.00

1.10

1.20

1.30

1.40

1.50

1.60

1.70

1.80

14.5 15.5 16.5 17.5 18.5 19.5

Contenido de Humedad (%)

TESISTA:

Bach. BUSTAMANTE NÚÑEZ ALEXANDER


DISTRITO DE ANDABAMBA, PROVINCIA DE SANTA CRUZ-REGIÓN CAJAMARCA


CBR AL 100%: 0,1" = 10.92 %

FECHA: MAYO 2013 CBR AL 95%: 0,1" = 10.50 %

0,2" = 9.62 %

MOLDE Nº

Nº DE CAPAS

Nº DE GOLPES POR CAPA

CONDICION DE LA MUESTRA SIN MOJAR MOJADA SIN MOJAR MOJADA SIN MOJAR MOJADA

PESO MOLDE + SUELO HUMEDO (g)

PESO DEL MOLDE (g)

PESO DEL SUELO HUMEDO (g)

VOLUMEN DEL SUELO (cm3)

DENSIDAD HUMEDA (g/cm3)

CAPSULA Nº

PESO CAPSULA + SUELO HUMEDO (g)

PESO CAPSULA + SUELO SECO (g)

PESO DE AGUA CONTENIDA (g)

PESO DE CAPSULA (g)

PESO DE SUELO SECO (g)

HUMEDAD (%)

DENSIDAD SECA

FECHA HORA TIEMPO DIAL EXPANSION DIAL EXPANSION DIAL EXPANSION

mm. % mm. % mm. %

11:45 a.m. 0 hrs hrs 1.98 ------ 1.73 ------ 1.94 ------

11:45 a.m. 24 hrs hrs 2.964 0.846 2.94 1.040 2.843 0.776

11:45 a.m. 48 hrs hrs 3.873 1.628 3.574 1.586 3.214 1.095

11:45 a.m. 72 hrs hrs 4.824 2.445 3.946 1.905 3.546 1.381

11:45 a.m. 96 hrs hrs 4.946 2.550 4.612 2.478 3.894 1.680

PENETRACION CARGA MOLDE Nº 5 MOLDE Nº 10 MOLDE Nº 13

mm ESTÁNDAR CARGA CORECCION CARGA CORECCION CARGA CORECCION

(lbs/pulg²) Lectura lbs lbs/pulg² % Lectura lbs lbs/pulg² % Lectura lbs lbs/pulg² %

0.64 10.48 192.40 64.13 8.11 168.99 56.33 7.26 160.59 53.53

1.27 15.61 243.09 81.03 12.68 214.14 71.38 10.64 193.98 64.66

1.91 19.68 283.30 94.43 16.48 251.68 83.89 13.06 217.89 72.63

2.54 24.15 327.46 109.15 10.92 21.16 297.92 99.31 9.93 17.45 261.27 87.09 8.71

3.18 27.86 364.12 121.37 25.38 339.61 113.20 23.68 322.82 107.61

3.81 29.46 379.92 126.64 28.64 371.82 123.94 25.19 337.74 112.58

4.45 33.19 416.78 138.93 31.64 401.46 133.82 27.64 361.94 120.65

5.08 36.12 445.73 148.58 9.91 33.27 417.57 139.19 9.28 29.89 384.17 128.06 8.54

7.62 44.18 525.36 175.12 41.09 494.83 164.94 38.63 470.52 156.84

10.16 49.16 574.56 191.52 46.61 549.37 183.12 40.12 485.25 161.75

12.7 54.76 629.89 209.96 52.37 606.28 202.09 48.64 569.42 189.81

13

89.28

85.69

PENETRACION

1.318 1.180 1.193

-------- -------- --------

8267

4422

2143

3845

5

38

1.794

1.690

30-abr-13 2.966

35.23%

96.87

76.89

19.98

17

1.665

3.59

2.882

2.252

9247

4422

4825

2143

95.87

31

26.87

90.45 77.06

25.42

21.34

5.42

7518

4293

3225

2143

8406

1.505

4293

4113

2143

1.919

86

101.03

1.283

53

102.48

7046

4296

2750

2143

77.18

1.604

28

2143

27.13

63.58

8.52%

20.17

1.387

10

58.56

6.13%

96.43

56.72

27-abr-13 0.984

EXPANSION

26-abr-13

55.9468.20

8.74%

55.72

95.07

5.96 19.25

21.2426.87

28-abr-13

29-abr-13

1.893

2.844

4296

3438

0.903

1.274

45.62%

1500

1.954

CBR

56 25 12

5 13

1000

MOLDE Nº

5 5 5

7734

1.606

1.210

34.41%

1.844

2.216

UNIVERSIDAD NACIONAL "PEDRO RUIZ GALLO"FACULTAD DE INGENIERIA CIVIL, DE SISTEMAS Y DE ARQUITECTURA

LABORATORIO DE PAVIMENTOS

ENSAYO DE CALIFORNIA BEARING RATIO

PROCEDENCIA DE MATERIAL :

10

TESISTA:



PROCEDENCIA DE MATERIAL : DISTRITO DE ANDABAMBA, PROVINCIA DE SANTA CRUZ-REGIÓN CAJAMARCA

:

C.B.R. al 100%: 0.1" 10.92

C.B.R. al 95% de M.D.S. (%) 10.50

C.B.R. al 100%: 0.2" 9.91C.B.R. al 95% de M.D.S. (%)C.B.R. al 95% de M.D.S. (%)

PROGRESIVA: 0+500

GRAFICO DEL CBR

Màxima Densidad Seca (gr/cm3) 1.670

9.62---Tipo de Suelo (SUCS)

FECHA



MAYO 2013


CALICATA: C-1

DATOS DEL C.B.R.DATOS DEL PROCTOR

17.42

1.587

Humedad Optima (%)

95% M. D. S.

0

50

100

150

200

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)

PENETRACION (Pulgadas)

56 GOLPES

0

20

40

60

80

100

120

140

160

180

200

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

20

40

60

80

100

120

140

160

180

200

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.000

1.100

1.200

1.300

1.400

1.500

1.600

1.700

1.800

8.0 9.0 10.0 11.0 12.0

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"

C.B.R. al 95% M.D.S.

C.B.R. al 100% M.D.S.

TESISTA:





MAYO 2013 PROFUNDIDAD: 0.00-2.00 m

944 cm³1 2 3 4

3211 3371 3427 3375

1678 1678 1678 1678

1533 1693 1749 1697

1.624 1.793 1.853 1.798

1.399 1.492 1.493 1.416

35 38 19 4

112.06 113.27 106.00 124.81

100.44 98.73 90.90 104.12

11.62 14.54 15.10 20.69

28.21 26.84 28.21 27.27

72.23 71.89 62.69 76.85

16.09 20.23 24.09 26.92

1.507 gr/cm3

22.15 %



FRASCO N°


4. Peso del frasco (gr)

5. Peso del suelo seco (2-4) (gr)


4. Densidad húmeda (gr/cm3)

5. Densidad seca (gr/cm3)

VOLUMEN DEL MOLDE :

CONTENIDO DE HUMEDAD

1. Peso de frasco + suelo húmedo (gr)

2. Peso de frasco + suelo seco (gr)

ENSAYO DE COMPACTACION



3. Peso del suelo compactado (1-2) (gr)

2. Peso del molde (gr)


PRUEBA N°

1. Peso de molde + suelo compactado (gr)

FECHA:

1.35

1.37

1.39

1.41

1.43

1.45

1.47

1.49

1.51

1.53

1.55

15.5 16.5 17.5 18.5 19.5 20.5 21.5 22.5 23.5 24.5 25.5 26.5 27.5

Den

sid

ad

Seca (

g/c

m3)


TESISTA:





FECHA: MAYO 2013 CBR AL 100%: 0,1" = 9.30 %

CBR AL 95%: 0,1" = 9.20 %

0,2" = 8.60 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)




CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)

DENSIDAD SECA (g/cm3)


mm. % mm. % mm. %

12:30 p.m. 0 hrs hrs 0.151 ------ 0.17 ------ 0.225 ------

12:30 p.m. 24 hrs hrs 2.515 2.033 2.435 1.948 2.100 1.612

12:30 p.m. 48 hrs hrs 2.650 2.149 2.535 2.034 2.255 1.745

12:30 p.m. 72 hrs hrs 2.710 2.200 2.62 2.107 2.330 1.810

12:30 p.m. 96 hrs hrs 3.758 3.101 3.733 3.064 3.439 2.764




0.64 9.48 182.52 60.84 8.32 171.06 57.02 6.48 152.88 50.96

1.27 12.37 211.08 70.36 11.34 200.90 66.97 9.78 185.49 61.83

1.91 15.38 240.81 80.27 14.29 230.05 76.68 12.67 214.04 71.35

2.54 19.25 279.05 93.02 9.30 16.89 255.73 85.24 8.52 14.52 232.32 77.44 7.74

3.18 24.18 327.76 109.25 20.16 288.04 96.01 16.84 255.24 85.08

3.81 26.74 353.05 117.68 22.34 309.58 103.19 18.46 271.24 90.41

4.45 28.16 367.08 122.36 24.38 329.73 109.91 20.19 288.34 96.11

5.08 31.29 398.01 132.67 8.84 26.48 350.48 116.83 7.79 22.94 315.51 105.17 7.01

7.62 35.49 439.50 146.50 32.10 406.01 135.34 25.68 342.58 114.19

10.16 43.02 513.90 171.30 38.49 469.14 156.38 32.17 406.70 135.57

12.7 55.04 632.66 210.89 48.72 570.21 190.07 39.47 478.82 159.61

PENETRACION

1.210 1.083 1.162

-------- -------- --------

2 4

1.524 1.510 1.252

9.00

60.43

14.89%

6

96.14

87.14

3.563

7924

4172

2143

3752

1.751

21.34



ENSAYO CALIFORNIA BEARING RATIO

2.110

8694


7433

3259

30-abr-13 3.607

39.74%

71.84

57.40

14.44

EXPANSION

26-abr-13

15.21

21.57

12.95

4172

4522

2143

100.10

3446

4174

2143

7878

1.521

4174

3704

2143

1.728

47

100.75

1.317

15

69.93

7142

4320

2822

2143

56.90

1.662

130

2143

26.71

60.29

21.48%

21.06

87.84

12.91

26.86

87.15 55.37

14.56

36.34

27-abr-13 2.364

7882

4320

28.00

3562

1.875

2.030

42.79%

35.3359.84

21.57%

34.03

72.11

MOLDE Nº

43.05%

2.365

2.450

28-abr-13

29-abr-13

2.499

2.559

1

CBR

56 25 12

1 4

5 5 5

2

2.105

2.265

1500

3.214

1000

TESISTA:




FECHA: MAYO 2013 CALICATA: C-2

PROGRESIVA: 1+000

C.B.R. al 100%: 0.1" 9.30

C.B.R. al 95% de M.D.S. (%) 9.20

C.B.R. al 100%: 0.2" 8.84C.B.R. al 95% de M.D.S. (%)C.B.R. al 95% de M.D.S. (%) 8.60---Tipo de Suelo (SUCS)

GRAFICO DEL CBR




DATOS DEL C.B.R.

22.15

1.432

Humedad Optima (%)

95% M. D. S.

DATOS DEL PROCTOR

1.507Màxima Densidad Seca (gr/cm3)

0

50

100

150

200

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

30

60

90

120

150

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

30

60

90

120

150

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

0.500

0.700

0.900

1.100

1.300

1.500

1.700

1.900

6.5 7.0 7.5 8.0 8.5 9.0 9.5

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"

C.B.R. al 100% M.D.S.


TESISTA:







948 cm³1 2 3 4

2978 3162 3327 3126

1680 1680 1680 1680

1298 1482 1647 1446

1.369 1.563 1.737 1.525

1.184 1.320 1.382 1.174

44 37 16 9

107.09 109.54 100.19 95.24

96.34 96.85 85.45 79.69

10.75 12.69 14.74 15.55

27.56 28.01 28.03 27.73

68.78 68.84 57.42 51.96

15.63 18.43 25.67 29.93

1.416 gr/cm3

23.28 %


FRASCO N°





PRUEBA N°











VOLUMEN DEL MOLDE :



1.10

1.15

1.20

1.25

1.30

1.35

1.40

1.45

15.0 17.0 19.0 21.0 23.0 25.0 27.0 29.0 31.0

Den

sid

ad

Seca (

g/c

m3)


TESISTA:




CBR AL 100%: 0,1" = 10.93 %

CALICATA: C-3 PROGRESIVA: 1+500 CBR AL 95%: 0,1" = 9.75 %

FECHA: MAYO 20130,2" = 9.13 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)




CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)



mm. % mm. % mm. %

11:55 a.m 0 hrs hrs 5.98 ------ 2.56 ------ 0.1 ------

11:55 a.m 24 hrs hrs 7.399 1.220 4.895 2.008 2.679 2.218

11:55 a.m 48 hrs hrs 7.445 1.260 5.04 2.132 2.691 2.228

11:55 a.m 72 hrs hrs 7.559 1.358 5 2.511 3 2.553

11:55 a.m 96 hrs hrs 7.829 1.590 5.960 2.923 3.639 3.043

PENETRACION CARGA MOLDE Nº 12A MOLDE Nº 10 MOLDE Nº 12



0.64 6.79 155.95 51.98 5.04 138.66 46.22 4.98 138.06 46.02

1.27 9.84 186.08 62.03 9.06 178.37 59.46 8.87 176.50 58.83

1.91 15.13 238.34 79.45 10.02 187.86 62.62 9.68 184.50 61.50

2.54 24.18 327.76 109.25 10.93 18.76 274.21 91.40 9.14 15.24 239.43 79.81 7.98

3.18 27.460 360.16 120.05 20.130 287.74 95.91 17.50 261.76 87.25

3.81 31.16 396.72 132.24 22.64 312.54 104.18 20.12 287.65 95.88

4.45 35.62 440.79 146.93 25.84 344.16 114.72 23.16 317.68 105.89

5.08 38.19 466.18 155.39 10.36 29.17 377.06 125.69 8.38 24.11 327.07 109.02 7.27

7.62 44.37 527.24 175.75 32.12 406.17 135.39 29.50 380.32 126.77

10.16 49.64 579.30 193.10 35.89 443.45 147.82 33.68 421.62 140.54

12.7 56.97 651.72 217.24 42.67 510.44 170.15 39.87 482.78 160.93


2.969

2.335

1500

3.539

CBR

56 25 12

12A 12

5 5 5

10

1000

MOLDE Nº

54.66%

2.480

2.920

01-may-13

02-may-13

1.465

1.579

8150

4183

4017

2.579

2.591

41.60%

47.0760.82

15.69%

47.62

89.14

9.54

28.32

68.54

94.27

46.57

30-abr-13 1.419

25.73

21.47

59.15

4.94%

21.38

7205

4208

3117

2143

98.68

24

1.874

34

2143

310

1.455

89.04

8240

1.366

4293

3947

2143

1.842

90.04

46

27.97

87.12 69.23

19.81

21.61

2.92

8594

4208

4386

2143

7220

4293

2927

2143



03-may-13 1.849

45.09%

88.95

67.95

21.00

2.047

3.400

7545

4208

2143

3337

86

1.557

5.48

68.92

7.95%

29

101.71

96.23

27.31

12

1.442 1.411 1.302

EXPANSION

29-abr-13

12A


PENETRACION

1.301 1.258 1.212

-------- -------- --------

10

TESISTA:




: CALICATA: C-3

PROGRESIVA: 1+500

C.B.R. al 100%: 0.1" 10.93

C.B.R. al 95% de M.D.S. (%) 9.75

C.B.R. al 100%: 0.2" 10.36C.B.R. al 95% de M.D.S. (%)C.B.R. al 95% de M.D.S. (%)


1.416




FECHA MAYO 2013

GRAFICO DEL CBR

9.13-----Tipo de Suelo (SUCS)

23.28

1.345

Humedad Optima (%)

95 % M. D. S.

Màxima Densidad Seca (gr/cm3)

-30

20

70

120

170

220

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

20

40

60

80

100

120

140

160

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

30

60

90

120

150

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.100

1.200

1.300

1.400

1.500

7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"

C.B.R. al 95 % M.D.S.

C.B.R. al 100% M.D.S.

TESISTA:







944 cm³1 2 3 4

3075 3264 3328 3324

1678 1678 1678 1678

1397 1586 1650 1646

1.480 1.680 1.748 1.744

1.271 1.371 1.369 1.324

15 38 19 48

120.34 112.19 104.61 112.20

107.32 96.76 87.92 91.85

13.02 15.43 16.69 20.35

27.97 28.17 27.64 27.70

79.35 68.59 60.28 64.15

16.41 22.50 27.69 31.72

1.379 gr/cm3

25.00 %


VOLUMEN DEL MOLDE :











FRASCO N°





4. Densidad húmeda (gr)


PRUEBA N°

1.25

1.27

1.29

1.31

1.33

1.35

1.37

1.39

16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32

Den

sid

ad

Seca (

g/c

m3)


TESISTA:





CBR AL 100%: 0,1" = 13.37 %

FECHA: MAYO 2013 CBR AL 95%: 0,1" = 12.82 %

0,2" = 11.83 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)




CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)

DENSIDAD SECA


mm. % mm. % mm. %

12:25 p.m 0 hrs hrs 1.25 ------ 2.076 ------ 1.59 ------

12:25 p.m 24 hrs hrs 2.485 1.062 2.42 0.296 2.029 0.377

12:25 p.m 48 hrs hrs 3.261 1.729 3.9 1.568 3.649 1.770

12:25 p.m 72 hrs hrs 4.449 2.751 3.92 1.586 3.65 1.771

12:25 p.m 96 hrs hrs 4.487 2.783 4.805 2.347 3.68 1.797




0.64 8.24 170.27 56.76 7.16 159.60 53.20 5.38 142.01 47.34

1.27 12.93 216.61 72.20 11.05 198.03 66.01 8.43 172.15 57.38

1.91 20.5 291.40 97.13 14.80 235.08 78.36 12.07 208.11 69.37

2.54 31.59 400.97 133.66 13.37 27.54 360.96 120.32 12.03 24.78 333.69 111.23 11.12

3.18 33.05 415.39 138.46 28.74 372.81 124.27 25.14 337.24 112.41

3.81 35.06 435.25 145.08 32.06 405.61 135.20 26.39 349.59 116.53

4.45 38.46 468.84 156.28 34.18 426.56 142.19 29.46 379.92 126.64

5.08 46.81 551.34 183.78 12.25 41.87 502.54 167.51 11.17 37.04 454.82 151.61 10.11

7.62 55.800 640.16 213.39 48.67 569.72 189.91 45.97 543.04 181.01

10.16 64.88 729.87 243.29 59.62 677.91 225.97 56.82 650.24 216.75

12.7 72.05 800.71 266.90 68.13 761.98 253.99 65.34 734.42 244.81

7

90.92

84.56

PENETRACION

1.226 1.100 1.127

-------- -------- --------

1.385 1.382

6.36

57.32

11.10%

7482

4183

2143

3299

6

24

1.539



03-may-13 3.237

44.76%

96.62

73.40

10

2.000

8495

4208

4287

2143

6.93

2.729

1.228

13

11.04% 49.08%

1.828

42 333

90.01 76.47

96.94

40

103.78

7218

4296

2922

2143

8213

1.364

4296

3917

78.59

1.491

240

2143

97.10

6845

4257

2588

2143

1.208

2143

21.2427.2227.24

62.78

21.52 27.23

57.3566.45

20.83

1.235

EXPANSION

29-abr-13

3196

100.22

18.51

9.86%

55.6451.88

93.67

6.55

1000

MOLDE Nº

30-abr-13

23.22 27.31

32.28%

1.824

1.844

01-may-13

02-may-13

2.011

3.199 2.060

0.344

1500

2.090

0.439

2.059

CBR

56 25 12

6 7



13

5 5 5

7453

4257

TESISTA:




FECHA : MAYO 2013 CALICATA: C-4

PROFUNDIDAD: 0.00-2.00 m

C.B.R. al 100%: 0.1" 13.37

C.B.R. al 95% de M.D.S. (%) 12.82

C.B.R. al 100%: 0.2" 12.25


11.83C.B.R. al 95% de M.D.S. (%)---Tipo de Suelo (SUCS)


LABORATORIO DE PAVIMENTOSENSAYO DE CALIFORNIA BEARING RATIO


25.00

1.310

Humedad Optima (%)

95 % M. D. S.

GRAFICO DEL CBR

0

30

60

90

120

150

180

210

240

270

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

20

40

60

80

100

120

140

160

180

200

220

240

260

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

20

40

60

80

100

120

140

160

180

200

220

240

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.000

1.100

1.200

1.300

1.400

1.500

9.5 10.0 10.5 11.0 11.5 12.0 12.5 13.0 13.5

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"


C.B.R. al 100% M.D.S.

TESISTA:







948 cm³1 2 3 4

3216 3657 3487 3348

1676 1676 1676 1676

1540 1981 1811 1672

1.624 2.090 1.910 1.764

1.404 1.670 1.441 1.308

20 22 47 27

116.15 102.17 99.82 105.78

104.24 87.00 82.05 85.65

11.91 15.17 17.77 20.13

28.26 26.57 27.55 27.80

75.98 60.43 54.50 57.85

15.68 25.10 32.61 34.80

1.675 gr/cm3

24.71 %





VOLUMEN DEL MOLDE :


FRASCO N°







PRUEBA N°







1.10

1.20

1.30

1.40

1.50

1.60

1.70

15.0 17.0 19.0 21.0 23.0 25.0 27.0 29.0 31.0 33.0 35.0

Den

sid

ad

Seca (

g/c

m3)


TESISTA:




CBR AL 100%: 0,1" = 11.87 %


FECHA: MAYO 2013 0,2" = 10.20 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)




CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)



mm. % mm. % mm. %

11:35 a.m. 0 hrs hrs 4.46 ------ 0.7794 ------ 0.12 ------

11:35 a.m. 24 hrs hrs 4.500 0.034 0.983 0.175 0.960 0.722

11:35 a.m. 48 hrs hrs 5.320 0.739 1.297 0.445 1.495 1.182

11:35 a.m. 72 hrs hrs 5.630 1.006 1.592 0.699 1.879 1.512

11:35 a.m. 96 hrs hrs 5.900 1.238 1.624 0.726 1.885 1.518




0.64 14.92 236.27 78.76 12.16 209.00 69.67 9.38 181.53 60.51

1.27 18.67 273.32 91.11 15.67 243.68 81.23 12.97 217.00 72.33

1.91 23.19 317.98 105.99 18.64 273.02 91.01 16.38 250.69 83.56

2.54 27.05 356.11 118.70 11.87 24.19 327.86 109.29 10.93 22.16 307.80 102.60 10.26

3.18 29.67 382.00 127.33 27.64 361.94 120.65 25.46 340.40 113.47

3.81 31.06 395.73 131.91 29.63 381.60 127.20 26.37 349.40 116.47

4.45 34.68 431.50 143.83 32.17 406.70 135.57 30.04 385.66 128.55

5.08 37.86 462.92 154.31 10.29 35.09 435.55 145.18 9.68 33.16 416.48 138.83 9.26

7.62 42.37 507.48 169.16 39.76 481.69 160.56 35.46 439.20 146.40

10.16 44.68 530.30 176.77 42.37 507.48 169.16 39.76 481.69 160.56

12.7 49.08 573.77 191.26 46.18 545.12 181.71 43.08 514.49 171.50

14 5

10

107.56

101.69

5.87

81.31

7.22%

72.53

26.21

PENETRACION

1.429 1.309 1.331

-------- -------- --------

1.660 1.663 1.436

0.845

8099

4284

2143

3815

245

1.780




04-may-13 1.440

35.79%

97.46

77.42

20.04

2.258

9154

4315

4839

2143

105.39

24

20.17

94.14

7948

4403

3545

2143

8697

1.654

4403

4294

2143

2.004 1.899

288

2143

240

1.397

15.21%

21.43

55.99

7416

4422

2994

2143

102.16

46

5.10

109.56

21.9221.3720.38

73.97

83.35

93.52

0.040 0.840

20.99

20.41

11.25

97.06

1.375

40.27%

61.4375.69

6.74%

52.12

EXPANSION

30-abr-13

9

01-may-13

1000

MOLDE Nº

42.67%

0.518

0.813

02-may-13

03-may-13

0.860

1.170

1500

1.765

CBR

56 25 12

9 5

5 5


14

1.759

0.204

5

8491

4422

4069

TESISTA:




: CALICATA: C-5

PROGRESIVA: 2+500

C.B.R. al 100%: 0.1" 11.87

C.B.R. al 95% de M.D.S. (%) 11.63

C.B.R. al 100%: 0.2" 10.2995 % M. D. S.






FECHA MAYO 2013


25.85

1.591

Humedad Optima (%)

GRAFICO DEL CBR

0

30

60

90

120

150

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

20

40

60

80

100

120

140

160

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

20

40

60

80

100

120

140

160

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.000

1.100

1.200

1.300

1.400

1.500

1.600

1.700

1.800

9.0 10.0 11.0 12.0

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"

C.B.R. al 95 % M.D.S.

C.B.R. al 100% M.D.S.






FECHA : MAYO 2013 PROFUNDIDAD: 0.00-2.00 m

944 cm³1 2 3 4

3058 3423 3376 3046

1670 1670 1670 1670

1388 1753 1706 1376

1.470 1.857 1.807 1.458

1.278 1.596 1.540 1.231

27 35 62 48

94.06 100.96 103.02 98.05

85.49 90.67 91.78 87.06

8.57 10.29 11.24 10.99

28.67 27.65 27.06 27.48

56.82 63.02 64.72 59.58

15.08 16.33 17.37 18.45

1.61 gr/cm3

16.62 %






FRASCO N°

UNIVERSIDAD NACIONAL PEDRO RUIZ GALLO

VOLUMEN DEL MOLDE :



PRUEBA N°




FACULTAD DE INGENIERÍA CIVIL DE SISTEMAS Y DE ARQUITECTURA







1.15

1.25

1.35

1.45

1.55

1.65

14.0 15.0 16.0 17.0 18.0 19.0

Den

sid

ad

Seca (

g/c

m3)


TESISTA:





CBR AL 100%: 0,1" = 12.80 %

FECHA : MAYO 2013 CBR AL 95%: 0,1" = 12.51 %

0,2" = 11.93 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)




CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)

DENSIDAD SECA


mm. % mm. % mm. %

12:25 p.m. 0 hrs hrs 1.27 ------ 1.05 ------ 1.12 ------

12:25 p.m. 24 hrs hrs 3.14 1.608 3.47 2.081 3.19 1.780

12:25 p.m. 48 hrs hrs 3.84 2.210 3.82 2.382 3.46 2.012

12:25 p.m. 72 hrs hrs 4.91 3.130 4.36 2.846 3.87 2.365

12:25 p.m. 96 hrs hrs 5.16 3.345 4.58 3.035 4.06 2.528




0.64 10.74 194.97 64.99 11.27 200.21 66.74 8.75 175.31 58.44

1.27 17.96 266.30 88.77 14.08 227.97 75.99 11.46 202.08 67.36

1.91 21.67 302.96 100.99 17.43 261.07 87.02 15.42 241.21 80.40

2.54 29.86 383.88 127.96 12.80 27.94 364.91 121.64 12.16 23.68 322.82 107.61 10.76

3.18 32.19 406.90 135.63 28.46 370.04 123.35 24.78 333.69 111.23

3.81 37.04 454.82 151.61 29.06 375.97 125.32 25.76 343.37 114.46

4.45 41.64 500.26 166.75 31.06 395.73 131.91 26.31 348.80 116.27

5.08 46.87 551.94 183.98 12.27 43.96 523.18 174.39 11.63 36.91 453.53 151.18 10.08

7.62 49.740 580.29 193.43 44.18 525.36 175.12 37.84 462.72 154.24

10.16 53.97 622.08 207.36 46.18 545.12 181.71 41.06 494.53 164.84

12.7 56.08 642.93 214.31 53.42 616.65 205.55 47.43 557.47 185.82

1

91.47

86.03

PENETRACION

1.501 1.197 1.174

-------- -------- --------

1.615 1.616

5.44

59.14

9.20%

8064

4284

2143

3780

9

11

1.764



04-may-13 3.890

36.09%

97.48

76.98

46

2.199

8996

4284

4712

2143

2.30

3.530

1.492

4

3.52% 35.56%

2.035

78 49

92.48 79.76

94.78

31

100.57

7628

4320

3308

2143

8682

1.544

4320

4362

75.97

1.607

93

2143

96.27

6943

4172

2771

2143

1.293

2143

20.9826.0726.89

65.36

20.17 27.12

54.9969.97

21.24

1.870

EXPANSION

30-abr-13

3443

101.68

20.3

8.06%

58.5256.81

96.04

5.64

1000

MOLDE Nº

01-may-13

20.5 20.81

36.92%

2.770

3.310

02-may-13

03-may-13

2.570

3.640 2.750

2.420

1500

2.940

2.070

2.340

CBR

56 25 12

9 1



4

5 5 5

7615

4172

TESISTA:




: CALICATA: C-6

PROGRESIVA: 3+000

C.B.R. al 100%: 0.1" 12.80

C.B.R. al 95% de M.D.S. (%) 12.51

C.B.R. al 100%: 0.2" 11.59++++++++++++++++++++++++

GRAFICO DEL CBR



FECHA



MAYO 2013



16.62

1.530

Humedad Optima (%)

95% M. D. S.

0

30

60

90

120

150

180

210

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

30

60

90

120

150

180

210

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

15

30

45

60

75

90

105

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.000

1.100

1.200

1.300

1.400

1.500

1.600

1.700

1.800

8.0 9.0 10.0 11.0 12.0 13.0 14.0

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"

C.B.R. al 100% M.D.S.

C.B.R. al 95 % M.D.S.

TESISTA:





PROFUNDIDAD: 0.00-2.00 m

944 cm³1 2 3 4

3054 3304 3368 3284

1678 1678 1678 1678

1376 1626 1690 1606

1.458 1.722 1.790 1.701

1.246 1.434 1.419 1.334

46 87 34 18

111.98 115.02 107.86 126.45

99.68 100.28 91.27 105.19

12.30 14.74 16.59 21.26

27.43 27.12 27.89 28.07

72.25 73.16 63.38 77.12

17.02 20.15 26.18 27.57

1.495 gr/cm3

23.00 %



FRASCO N°

VOLUMEN DEL MOLDE :













PRUEBA N°




FECHA: MAYO 2013


1.20

1.25

1.30

1.35

1.40

1.45

1.50

1.55

16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0

Den

sid

ad

Seca (

g/c

m3)






CBR AL 95%: 0,1" = 12.10 %

FECHA: MAYO 20130,2" = 10.90 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)




CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)



mm. % mm. % mm. %

11:50 a.m. 0 hrs hrs 1.234 ------ 1.176 ------ 1.089 ------

11:50 a.m. 24 hrs hrs 2.317 0.931 2.398 1.051 2.276 1.021

11:50 a.m. 48 hrs hrs 2.548 1.130 2.648 1.266 2.467 1.185

11:50 a.m. 72 hrs hrs 2.864 1.402 2.863 1.451 2.673 1.362

11:50 a.m. 96 hrs hrs 3.586 2.022 3.845 2.295 3.534 2.102




0.64 8.92 176.99 59.00 7.48 162.76 54.25 6.16 149.72 49.91

1.27 12.64 213.74 71.25 9.46 182.32 60.77 7.49 162.86 54.29

1.91 19.71 283.59 94.53 15.74 244.37 81.46 12.69 214.24 71.41

2.54 28.96 374.98 124.99 12.50 25.96 345.34 115.11 11.51 22.14 307.60 102.53 10.25

3.18 30.16 386.84 128.95 27.19 357.50 119.17 24.67 332.60 110.87

3.81 32.17 406.70 135.57 29.86 383.88 127.96 27.16 357.20 119.07

4.45 36.45 448.99 149.66 32.18 406.80 135.60 30.05 385.75 128.58

5.08 43.16 515.28 171.76 11.45 38.46 468.84 156.28 10.42 33.01 415.00 138.33 9.22

7.62 44.26 526.15 175.38 40.16 485.64 161.88 35.67 441.28 147.09

10.16 46.15 544.82 181.61 42.73 511.03 170.34 40.31 487.12 162.37

12.7 56.74 649.45 216.48 53.19 614.38 204.79 48.67 569.72 189.91

1.584

1.222

1500

2.445

1000

2.669

CBR

56 25 12

3 10

5 5 5

6

MOLDE Nº

41.91%

1.472

1.687

04-may-13

05-may-13

1.314

1.630

EXPANSION

1.187

1.378

45.54%

35.9360.72

18.23%

33.05

6 10

11.07

72.02

41.56

03-may-13 1.083

8013

02-may-13

15.06

21.0327.4525.97

57.00

32.19%

21.12

1.359

2994

2143

56.96

1.736

64

2143

88.17

3720

99.24

1.397

37

69.17

4381

2143

2.044

25

54.12

15.05

21.07

18.35

8035

4183

3852

2143

8564

1.797

101.47

28

26.12

83.12




8503

4178 4183

7287

4293 4293

2143

3798 4325

2.018

2143

1.501 1.532

11.28

62.50

18.05%

12

31.74%

75.86

62.67

13.19

PENETRACION

1.404 1.182 1.223

-------- -------- --------

3

06-may-13 2.352


99.75

88.47

32

1.772

7976

4178

TESISTA:




: CALICATA: C-7

PROGRESIVA: 3+500

C.B.R. al 100%: 0.1" 12.50

C.B.R. al 95% de M.D.S. (%) 12.10

C.B.R. al 100%: 0.2" 11.45

GRAFICA DEL CBR


23.00

1.420

Humedad Optima (%)



FECHA MAYO 2013

95 % M. D. S.



0

50

100

150

200

250

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

30

60

90

120

150

180

210

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

20

40

60

80

100

120

140

160

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.000

1.100

1.200

1.300

1.400

1.500

1.600

8.0 8.5 9.0 9.5 10.0 10.5 11.0 11.5 12.0 12.5 13.0

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"

C.B.R. al 100% M.D.S.






948 cm³1 2 3 4

3315 3416 3524 3428

1680 1680 1680 1680

1635 1736 1844 1748

1.725 1.831 1.945 1.844

1.350 1.421 1.481 1.377

39 21 68 74

115.04 117.01 105.48 99.16

95.97 97.04 87.06 81.12

19.07 19.97 18.42 18.04

27.34 27.93 28.21 27.89

68.63 69.11 58.85 53.23

27.79 28.90 31.30 33.89

1.482 gr/cm3

31.17 %






VOLUMEN DEL MOLDE :



PRUEBA N°








FRASCO N°





1.30

1.32

1.34

1.36

1.38

1.40

1.42

1.44

1.46

1.48

1.50

27.0 28.0 29.0 30.0 31.0 32.0 33.0 34.0 35.0

Den

sid

ad

Seca (

g/c

m3)


TESISTA:





CBR AL 100%: 0,1" = 11.90 %

CBR AL 95%: 0,1" = 11.60 %

0,2" = 10.22 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)



DENSIDAD HUMEDA (gr/cm3)

CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)

DENSIDAD SECA (gr/cm3)


mm. % mm. % mm. %

12:40 p.m. 0 hrs hrs 6.04 ------ 3.143 ------ 1.59 ------

12:40 p.m. 24 hrs hrs 6.942 0.776 6.013 2.468 3.064 1.267

12:40 p.m. 48 hrs hrs 7.056 0.874 6.347 2.755 3.614 1.740

12:40 p.m. 72 hrs hrs 7.843 1.550 6.812 3.155 3.942 2.022

12:40 p.m. 96 hrs hrs 8.012 1.696 7.046 3.356 4.013 2.083




0.64 11.47 202.18 67.39 9.48 182.52 60.84 7.14 159.40 53.13

1.27 15.64 243.38 81.13 12.37 211.08 70.36 11.34 200.90 66.97

1.91 23.19 317.98 105.99 21.06 296.93 98.98 18.93 275.89 91.96

2.54 27.14 357.00 119.00 11.90 24.56 331.51 110.50 11.05 22.16 307.80 102.60 10.26

3.18 30.26 387.83 129.28 28.30 368.46 122.82 25.16 337.44 112.48

3.81 34.06 425.37 141.79 32.80 412.92 137.64 29.08 376.17 125.39

4.45 36.11 445.63 148.54 34.63 431.00 143.67 32.07 405.71 135.24

5.08 38.06 464.89 154.96 10.33 35.92 443.75 147.92 9.86 33.95 424.29 141.43 9.43

7.62 42.38 507.57 169.19 39.67 480.80 160.27 36.47 449.18 149.73

10.16 46.07 544.03 181.34 44.19 525.46 175.15 40.34 487.42 162.47

12.7 53.19 614.38 204.79 49.62 579.11 193.04 46.08 544.13 181.38

FECHA


: MAYO 2013

6

CBR

56 25 12

15

2.870

1500

2.4233.903

PENETRACION06-may-13

04-may-13

05-may-13

1.016

1.803

5 5 5

1000

MOLDE Nº

69.51%

3.204

3.669 2.352

8100

4195

3905

1.474

2.024

23.14%

1.822

68

48.18

84.94

13.19 30.80

21.0627.93

65.37

98.13

2

0.902

EXPANSION

02-may-13

43.46%

03-may-13

-------- --------

6

44.3157.0157.98

11.80%

45.92

2

1.426

21.27

7250

4195

3055

2143

52

90.18

4183

4011

69.24

20.94

21.06

2143

96.17

11

7318

4183

3135

2143

8194

1.872

2143

4416

2143

1.463

92.27

3449

1.972

39.13%

85.16

67.19

17.97

27.02

71.45

6.72%

--------

15

3393




2.061

8991

4575

1.583

1.483 1.481

7968

4575

2143

4.80

1.075

27.45

85.43

1.309

27

103.27

98.47

1.305 1.158

6.84

TESISTA:




: CALICATA: C-8

PROGRESIVA: 4+000

C.B.R. al 100%: 0.1" 11.90

C.B.R. al 95% de M.D.S. (%) 11.60

C.B.R. al 100%: 0.2" 10.33


1.482



FECHAFECHA

GRAFICO DEL CBR


31.17

1.408

Humedad Optima (%)

95 % M. D. S.


0

30

60

90

120

150

180

210

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

30

60

90

120

150

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

30

60

90

120

150

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.100

1.200

1.300

1.400

1.500

9.0 9.5 10.0 10.5 11.0 11.5 12.0

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"


C.B.R. al 100% M.D.S.






944 cm³1 2 3 4

3328 3516 3617 3594

1678 1678 1678 1678

1650 1838 1939 1916

1.748 1.947 2.054 2.030

1.497 1.579 1.566 1.503

33 57 24 63

125.03 113.19 107.03 115.04

110.97 97.12 88.01 92.21

14.06 16.07 19.02 22.83

27.08 28.06 26.93 27.11

83.89 69.06 61.08 65.10

16.76 23.27 31.14 35.07

1.591 gr/cm3

26.50 %












FRASCO N°

LABORATORIO DE PAVIMENTOSFACULTAD DE INGENIERÍA CIVIL DE SISTEMAS Y DE ARQUITECTURA





PRUEBA N°


VOLUMEN DEL MOLDE :


1.47

1.49

1.51

1.53

1.55

1.57

1.59

16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36

Den

sid

ad

Seca (

g/c

m3)



TESISTA:




CALICATA: C-9 CBR AL 100%: 0,1" = 12.50 %

CBR AL 95%: 0,1" = 11.89 %

: PROGRESIVA: 4+5000,2" = 11.20 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)




CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)



mm. % mm. % mm. %

01:42 p.m. 0 hrs hrs 1.14 ------ 2.134 ------ 1.32 ------

01:42 p.m. 24 hrs hrs 2.781 1.411 2.671 0.462 2.814 1.285

01:42 p.m. 48 hrs hrs 3.564 2.084 4.250 1.819 3.814 2.144

01:42 p.m. 72 hrs hrs 4.673 3.038 4.370 1.923 3.834 2.162

01:42 p.m. 96 hrs hrs 4.726 3.083 4.980 2.447 3.956 2.267




0.64 9.86 186.28 62.09 9.27 180.45 60.15 7.16 159.60 53.20

1.27 13.97 226.88 75.63 12.24 209.79 69.93 8.63 174.12 58.04

1.91 22.74 313.53 104.51 15.83 245.26 81.75 10.79 195.47 65.16

2.54 28.95 374.89 124.96 12.50 22.96 315.70 105.23 10.52 17.98 266.50 88.83 8.88

3.18 34.76 432.29 144.10 23.67 322.72 107.57 19.87 285.18 95.06

3.81 38.94 473.59 157.86 24.16 327.56 109.19 22.16 307.80 102.60

4.45 42.64 510.14 170.05 26.83 353.94 117.98 24.19 327.86 109.29

5.08 45.19 535.34 178.45 11.90 35.12 435.85 145.28 9.69 26.19 347.62 115.87 7.72

7.62 57.11 653.11 217.70 38.47 468.94 156.31 32.10 406.01 135.34

10.16 66.19 742.82 247.61 47.35 556.68 185.56 41.09 494.83 164.94

12.7 71.46 794.88 264.96 55.09 633.15 211.05 43.71 520.71 173.57

MAYO 2013

PENETRACION

1.383 1.164 1.174

-------- -------- --------

2 14 6

1.595 1.588 1.385

5.82

58.39

9.97%

4

91.18

85.36

2.846

7954

4195

2143

3759

1.754



2.290

9102


FECHA

4195

4907

06-may-13 3.586

44.20%

97.48

74.09

23.39

EXPANSION

02-may-13

18.80

21.64

2143

94.57

2116

27.12

85.49 77.89

23.58

20.14

9.08

7834

4403

3431

2143

8575

1.601

4403

4172

2143

1.947

87

101.02

1.312

17

101.47

6994

4183

2811

2143

79.34

1.557

36

2143

1.641

7520

4183

27.1426.97

58.37 65.54

12.73%

57.75

98.14

52.92

03-may-13

15.56%

21.17

92.68

8.34

04-may-13

05-may-13

2.424

3.533

3337

1.494

2.494

40.83%

57.70

6

5 5 5

14

1000

MOLDE Nº

32.58%

2.116

2.236 2.514

0.537

1500

2.636

CBR

56 25 12

2

TESISTA:




: CALICATA: C-9

PROGRESIVA: 4+500

C.B.R. al 100%: 0.1" 12.50

C.B.R. al 95% de M.D.S. (%) 11.89

C.B.R. al 100%: 0.2" 11.90

GRAFICO DEL CBR


26.50

1.511

Humedad Optima (%)

95 % M. D. S.





FECHA MAYO 2013


1.591

0

30

60

90

120

150

180

210

240

270

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

30

60

90

120

150

180

210

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

30

60

90

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.000

1.100

1.200

1.300

1.400

1.500

1.600

1.700

7.0 8.0 9.0 10.0 11.0 12.0 13.0

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"

C.B.R. al 95 % M.D.S.

C.B.R. al 100% M.D.S.






944 cm³1 2 3 4

2986 3489 3246 3029

1670 1670 1670 1670

1316 1819 1576 1359

1.394 1.927 1.669 1.440

1.200 1.627 1.386 1.186

18 37 29 85

94.24 103.64 105.31 96.48

84.91 91.86 92.05 84.27

9.33 11.78 13.26 12.21

27.34 27.89 27.34 27.27

57.57 63.97 64.71 57.00

16.21 18.41 20.49 21.42

1.630 gr/cm3

18.50 %










FRASCO N°


PRUEBA N°








VOLUMEN DEL MOLDE :


1.10

1.20

1.30

1.40

1.50

1.60

1.70

16.0 17.0 18.0 19.0 20.0 21.0 22.0

Den

sid

ad

Seca (

g/c

m3)


TESISTA:





CBR AL 100%: 0,1" = 10.86 %

FECHA: MAYO 2013 CBR AL 95%: 0,1" = 10.38 %

0,2" = 9.52 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)




CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)



mm. % mm. % mm. %

11:55 a.m. 0 hrs hrs 3.98 ------ 0.998 ------ 0.62 ------

11:55 a.m. 24 hrs hrs 4.280 0.258 1.080 0.071 1.060 0.378

11:55 a.m. 48 hrs hrs 5.427 1.244 1.397 0.343 1.617 0.857

11:55 a.m. 72 hrs hrs 5.761 1.531 1.607 0.524 1.976 1.166

11:55 a.m. 96 hrs hrs 6.020 1.754 1.724 0.624 2.013 1.198




0.64 14.67 233.80 77.93 12.46 211.96 70.65 10.63 193.88 64.63

1.27 18.67 273.32 91.11 16.34 250.30 83.43 14.27 229.85 76.62

1.91 20.16 288.04 96.01 18.37 270.36 90.12 16.92 256.03 85.34

2.54 23.98 325.78 108.59 10.86 22.03 306.52 102.17 10.22 20.56 291.99 97.33 9.73

3.18 26.43 349.99 116.66 24.64 332.30 110.77 22.61 312.25 104.08

3.81 29.81 383.38 127.79 27.16 357.20 119.07 25.90 344.75 114.92

4.45 32.06 405.61 135.20 30.09 386.15 128.72 27.64 361.94 120.65

5.08 35.87 443.26 147.75 9.85 33.94 424.19 141.40 9.43 29.83 383.58 127.86 8.52

7.62 40.19 485.94 161.98 38.76 471.81 157.27 35.06 435.25 145.08

10.16 46.37 547.00 182.33 42.38 507.57 169.19 38.92 473.39 157.80

12.7 52.37 606.28 202.09 48.61 569.13 189.71 45.07 534.15 178.05

1.315 1.309

-------- -------- --------

15

1.637 1.644 1.508

18

107.89

38.60%

98.67

77.09

21.58

7894

4183

2143

3711

1.732

4183

4881




2.278

9064


8081

4575

27.48

21.24

103.07

10

20.08

6.48

20.17

76.10

4.82

82.90

2143

102.96

934

8963

1.636

4575

4388

2143

2.048 1.411

35

95.86

3506

2143

81.97

1.901

69

2143

75.84

20.02

55.90

7316

4293

3023

2143

17

101.64

8367

4293

21.09

4074

8.52%

21.19

96.18

5.46

20.38

96.48

60.7375.09

7.27%

55.76

04-may-13 0.300

05-may-13

06-may-13

1.447

0.440

0.997

35.90%

EXPANSION

03-may-13

5.81%

1.507

CBR

56 25 12

6 10

5 5 5

15

1500

1.393

1000

07-may-13 2.040

1.781

PENETRACION0.726

0.609 1.356

0.082

6

109.45

MOLDE Nº

45.25%

0.399

TESISTA:




: CALICATA: C-10

PROGRESIVA: 5+000PROGRESIVA: 5+000

C.B.R. al 100%: 0.1" 10.86

C.B.R. al 95% de M.D.S. (%) 10.38

C.B.R. al 100%: 0.2" 9.85

GRAFICA DEL CBR

---



DATOS DEL PROCTOR

18.50

C.B.R. al 95% de M.D.S. (%)

DATOS DEL C.B.R.

9.52


Humedad Optima (%)

1.549

Tipo de Suelo (SUCS)

1.630

FECHA MAYO 2013

95 % M. D. S.

0

50

100

150

200

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

30

60

90

120

150

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

20

40

60

80

100

120

140

160

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.000

1.100

1.200

1.300

1.400

1.500

1.600

1.700

1.800

8.0 8.5 9.0 9.5 10.0 10.5 11.0

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"

C.B.R. al 95 % M.D.S.

C.B.R. al 100% M.D.S.

TESISTA:






948 cm³1 2 3 4

3134 3341 3418 3316

1680 1680 1680 1680

1454 1661 1738 1636

1.534 1.752 1.833 1.726

1.186 1.347 1.369 1.285

63 28 46 23

116.40 118.03 106.52 99.26

96.14 97.18 86.94 80.94

20.26 20.85 19.58 18.32

27.06 27.89 29.17 27.54

69.08 69.29 57.77 53.40

29.33 30.09 33.89 34.31

1.530 gr/cm3

32.01 %




VOLUMEN DEL MOLDE :



PRUEBA N°



FRASCO N°




FACULTAD DE INGENIERÍA CIVIL DE SISTEMAS Y DE ARQUITECTURA







ENSAYO DE COMPACTACIONLABORATORIO DE PAVIMENTOS

1.15

1.20

1.25

1.30

1.35

1.40

1.45

1.50

1.55

29.0 30.0 31.0 32.0 33.0 34.0 35.0

Den

sid

ad

Seca (

g/c

m3)


TESISTA:





FECHA: MAYO 2013 CBR AL 100%: 0,1" = 11.31 %

CBR AL 95%: 0,1" = 10.90 %

0,2" = 10.51 %

MOLDE Nº

Nº DE CAPAS




PESO DEL MOLDE (g)




CAPSULA Nº




PESO DE CAPSULA (g)


HUMEDAD (%)



mm. % mm. % mm. %

01:20 p.m. 0 hrs hrs 5.08 ------ 1.16 ------ 0.47 ------

01:20 p.m. 24 hrs hrs 5.612 0.457 1.674 0.442 1.170 0.602

01:20 p.m. 48 hrs hrs 5.890 0.696 1.780 0.533 1.640 1.006

01:20 p.m. 72 hrs hrs 6.070 0.851 1.980 0.705 1.930 1.255

01:20 p.m. 96 hrs hrs 6.180 0.946 2.060 0.774 2.040 1.350




0.64 15.39 240.91 80.30 12.67 214.04 71.35 10.38 191.41 63.80

1.27 19.48 281.32 93.77 17.92 265.91 88.64 15.69 243.88 81.29

1.91 22.16 307.80 102.60 20.34 289.82 96.61 17.94 266.11 88.70

2.54 25.34 339.22 113.07 11.31 23.69 322.92 107.64 10.76 21.64 302.66 100.89 10.09

3.18 28.69 372.32 124.11 26.39 349.59 116.53 24.73 333.19 111.06

3.81 32.16 406.60 135.53 29.67 382.00 127.33 27.16 357.20 119.07

4.45 36.19 446.42 148.81 34.39 428.63 142.88 32.09 405.91 135.30

5.08 40.06 484.65 161.55 10.77 38.06 464.89 154.96 10.33 35.61 440.69 146.90 9.79

7.62 43.19 515.58 171.86 41.67 500.56 166.85 39.48 478.92 159.64

10.16 46.78 551.05 183.68 43.75 521.11 173.70 42.68 510.54 170.18

12.7 50.64 589.18 196.39 48.62 569.23 189.74 45.25 535.93 178.64

PENETRACION

1.398 1.218 1.226

-------- -------- --------

6 2 5

1.534 1.554 1.383

6.95

77.73

8.94%

4

105.74

98.79

0.900

7764

4183

2143

3581

1.671

2143




2.167

8827


4183

4644

07-may-13 1.100

39.41%

98.12

76.17

21.95

EXPANSION

03-may-13

25.55

20.97

102.47

2618

21.09

97.82 71.04

21.13

20.48

4.65

7338

4195

3143

2143

8443

1.467

4195

4248

2143

1.982

48

101.74

1.319

38

92.17

7248

4422

2826

2143

82.79

1.732

6

2143

0.532

8134

4422

20.4621.06

76.73 75.02

8.34%

50.56

108.34

55.69

04-may-13

6.06%

20.48

95.48

6.26

0.810

0.990 1.460

0.514

3712

0.700

1.170

41.79%

61.82

CBR

56 25 12

6 5

5 5 5

2

1500

1.570

1000

MOLDE Nº

41.33%

0.620

0.820

05-may-13

06-may-13

TESISTA:




: CALICATA: C-11

PROGRESIVA: 5+143

C.B.R. al 100%: 0.1" 11.31

C.B.R. al 95% de M.D.S. (%) 10.90

C.B.R. al 100%: 0.2" 10.77

Tipo de Suelo (SUCS)

FECHA MAYO 2013

Humedad Optima (%)

95 % M. D. S.





32.01

1.454

1.530

GRAFICO DEL CBR

10.51C.B.R. al 95% de M.D.S. (%)---

0

20

40

60

80

100

120

140

160

180

200

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

lbs

/ P

ulg

2)


56 GOLPES

0

30

60

90

120

150

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


25 GOLPES

0

30

60

90

120

150

180

0.00 0.10 0.20 0.30 0.40 0.50 0.60

RE

SIS

TE

NC

IA (

Lb

s/p

ulg

2)


12 GOLPES

1.100

1.200

1.300

1.400

1.500

1.600

9.5 10.0 10.5 11.0 11.5

DEN

SID

AD

SEC

A (

gr/c

m3

)

PORCENTAJE C.B.R.

0.1" 0.2"

C.B.R. al 95 % M.D.S.

C.B.R. al 100% M.D.S.

Documents

Pavimentos Alex