RAMCODES APLICACIÓN EXCEL. DOSIFICACIÓN TRES MATERIALES

2.316

2.369

1.120

VA% = 3

Err:502

6.0 2.220 Err:5026.5 2.209 Err:5027.0 2.197 Err:5027.5 2.186 Err:5028.0 2.175 Err:502

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.52.150

2.160

2.170

2.180

2.190

2.200

2.210

2.220

2.230

lineas de vacios (% VA)

VA%=3VA%=5VA%=0

Contenido de asfalto Pb ( % )

Gmb

gr/c

m³

DATOS DE ENTRADA Gmb ( gr/ cm³)

Gsb

Gse

Gb

Gmb (gr/cm3)

VA%

VA% min VA% max

% CA Gmm

LINEAS DE VACIOS

METODOLOGIA RAMCODES Diseñado por Andres Aguirre y Ruben Guisa . Ing en Transporte y Vias .UPTC.

gmm VA%=32 2.317 Err:502

2.5 2.305 Err:5023 2.292 Err:502

3.5 2.280 Err:5024 2.268 Err:502

4.5 2.256 Err:502

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.52.150

2.160

2.170

2.180

2.190

2.200

2.210

2.220

2.230


VA%=3VA%=5VA%=0


Gmb

gr/c

m³

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.50.000

2.000

4.000

6.000

8.000

10.000

12.000

lineas de vacios (% VFA)

VFA%=65VFA%=80


Gmb

gr/c

m³

Intersección de lineas %VA , %VAM , %VFA

4.5 5 5.5 6 6.5 7 7.5 8 8.5 92.010

2.060

2.110

2.160

2.210


VA%=3

VA%=5

VA%=0

VAM%=15

VAM%=17

VFA%=65

VAF%=80

Contenido de Asfalto Pb %

Gm

b g

r/c

m³

5 2.244 Err:5025.5 2.232 Err:502

6 2.220 Err:5026.5 2.209 Err:502

7 2.197 Err:5027.5 2.186 Err:502

8 2.175 Err:5028.5 2.164 Err:502

9 2.153 Err:5029.5 2.142 Err:50210 2.131 Err:502

10.5 2.121 Err:50211 2.110 Err:502

11.5 2.100 Err:50212 2.089 Err:502

12.5 2.079 Err:50213 2.069 Err:502

13.5 2.059 Err:50214 2.049 Err:502

Coordenadas poligono de vacios

Puntos

1

2

3

4

5

6

7

8

5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.52.050

2.060

2.070

2.080

2.090

2.100

2.110

POLIGONO DE VACIOS RAMCODES


Gm

b g

r/c

m³


4.5 5 5.5 6 6.5 7 7.5 8 8.5 92.010

2.060

2.110

2.160

2.210


VA%=3

VA%=5

VA%=0

VAM%=15

VAM%=17

VFA%=65

VAF%=80


Gm

b g

r/c

m³

9

10

11

12

PORCENTAJE OPTIMO %

En caso de no aparecer el poligono , ajustar la escala en las Abscisas y Ordenadas.

5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.52.050

2.060

2.070

2.080

2.090

2.100

2.110



Gm

b g

r/c

m³

Fuente: www.ramcodes.com

60 6

15

VA% = 5 VA% = 0 VAM% = 13 VAM% = 16 VAF% = 65

Err:502 0 Err:502 Err:502 Err:502

Err:502 2.220 Err:502 Err:502 Err:502Err:502 2.209 Err:502 Err:502 Err:502Err:502 2.197 Err:502 Err:502 Err:502Err:502 2.186 Err:502 Err:502 Err:502Err:502 2.175 Err:502 Err:502 Err:502

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.52.150

2.160

2.170

2.180

2.190

2.200

2.210

2.220

2.230


VA%=3VA%=5VA%=0


Gmb

gr/c

m³

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.50.000

2.000

4.000

6.000

8.000

10.000

12.000

lineas de vacios (% VAM)

VAM%=15VAM%=17


Gmb

gr/c

m³

% ASLFALTO ( %CA) INICIAL

DATOS DE ENTRADA Gmb ( gr/ cm³)

Gmb (gr/cm3)

VA% VAM% VAF%

VA% min VA% max VA% (RICE= 0) VAM% min VAM% max VAF% min VAF% max

LINEAS DE VACIOS


NT

INVIAS

NT1

NT2

NT3

VA%=5 VA%=0 VAM%=15 VAM%=16 VFA%=65Err:502 2.317 Err:502 Err:502 Err:502Err:502 2.305 Err:502 Err:502 Err:502Err:502 2.292 Err:502 Err:502 Err:502Err:502 2.280 Err:502 Err:502 Err:502Err:502 2.268 Err:502 Err:502 Err:502Err:502 2.256 Err:502 Err:502 Err:502

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.52.150

2.160

2.170

2.180

2.190

2.200

2.210

2.220

2.230


VA%=3VA%=5VA%=0


Gmb

gr/c

m³

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.50.000

2.000

4.000

6.000

8.000

10.000

12.000


VAM%=15VAM%=17


Gmb

gr/c

m³

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.50.000

2.000

4.000

6.000

8.000

10.000

12.000

lineas de vacios (% VFA)

VFA%=65VFA%=80


Gmb

gr/c

m³


4.5 5 5.5 6 6.5 7 7.5 8 8.5 92.010

2.060

2.110

2.160

2.210


VA%=3

VA%=5

VA%=0

VAM%=15

VAM%=17

VFA%=65

VAF%=80


Gm

b g

r/c

m³

Err:502 2.244 Err:502 Err:502 Err:502Err:502 2.232 Err:502 Err:502 Err:502Err:502 2.220 Err:502 Err:502 Err:502Err:502 2.209 Err:502 Err:502 Err:502Err:502 2.197 Err:502 Err:502 Err:502Err:502 2.186 Err:502 Err:502 Err:502Err:502 2.175 Err:502 Err:502 Err:502Err:502 2.164 Err:502 Err:502 Err:502Err:502 2.153 Err:502 Err:502 Err:502Err:502 2.142 Err:502 Err:502 Err:502Err:502 2.131 Err:502 Err:502 Err:502Err:502 2.121 Err:502 Err:502 Err:502Err:502 2.110 Err:502 Err:502 Err:502Err:502 2.100 Err:502 Err:502 Err:502Err:502 2.089 Err:502 Err:502 Err:502Err:502 2.079 Err:502 Err:502 Err:502Err:502 2.069 Err:502 Err:502 Err:502Err:502 2.059 Err:502 Err:502 Err:502Err:502 2.049 Err:502 Err:502 Err:502

Coordenadas poligono de vacios

X Y Puntos

Err:502 Err:502 A

Err:502 Err:502 B

Err:502 Err:502 C

Err:502 Err:502 D

Err:502 Err:502 E

Err:502 Err:502 F

Err:502 Err:502 G

Err:502 Err:502 H

5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.52.050

2.060

2.070

2.080

2.090

2.100

2.110



Gm

b g

r/c

m³


Pb %

Gmb gr/cm³

Marshall tradicional

Pb %

12345

4.5 5 5.5 6 6.5 7 7.5 8 8.5 92.010

2.060

2.110

2.160

2.210


VA%=3

VA%=5

VA%=0

VAM%=15

VAM%=17

VFA%=65

VAF%=80


Gm

b g

r/c

m³

Err:502 Err:502 I

Err:502 Err:502 J

Err:502 Err:502 K

Err:502 Err:502 L

PORCENTAJE OPTIMO % Err:502 Err:502Err:502 0.0

En caso de no aparecer el poligono , ajustar la escala en las Abscisas y Ordenadas.

5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.52.050

2.060

2.070

2.080

2.090

2.100

2.110



Gm

b g

r/c

m³


Gmb gr/cm³

% Vv/Vmb

% Va/Vmb

% S

###2

17

VAF% = 75

Err:502

Err:502Err:502Err:502Err:502Err:502

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.50.000

2.000

4.000

6.000

8.000

10.000

12.000


VAM%=15VAM%=17


Gmb

gr/c

m³

Gmb (gr/cm3)

VAF%

VAF% min VAF% max

LINEAS DE VACIOS


NT Mezcla

INVIAS

NT1

NT2

NT3

MDC 1

MDC 2

MDC 3

VFA%=80Err:502Err:502Err:502Err:502Err:502Err:502

3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.50.000

2.000

4.000

6.000

8.000

10.000

12.000


VAM%=15VAM%=17


Gmb

gr/c

m³


4.5 5 5.5 6 6.5 7 7.5 8 8.5 92.010

2.060

2.110

2.160

2.210


VA%=3

VA%=5

VA%=0

VAM%=15

VAM%=17

VFA%=65

VAF%=80


Gm

b g

r/c

m³

Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502Err:502

6.0 2.0686.5 2.0857.0 2.1037.5 2.1028.0 2.102

Err:502

Err:502


Pb %

Gmb gr/cm³

Marshall tradicional

Pb % Gmb gr/cm³

345

4.5 5 5.5 6 6.5 7 7.5 8 8.5 92.010

2.060

2.110

2.160

2.210


VA%=3

VA%=5

VA%=0

VAM%=15

VAM%=17

VFA%=65

VAF%=80


Gm

b g

r/c

m³

Err:502

Err:502

Err:502


Gmb gr/cm³

% Vv/Vmb

% Va/Vmb

% S

%PASAPulgadas TAMIZ A B C

3/4" 19 100.00 100.00 1001/2" 12.5 81.35 100.00 1003/8" 9.5 41.57 100.00 100No. 4 4.75 6.28 99.60 100

No. 10 2 3.70 97.66 100No. 40 0.43 2.26 58.60 100No. 80 0.18 1.23 10.29 100

No. 200 0.075 0.51 1.19 98

TAMIZ A B C3/4" - 4 93.72 0.40 0.004 -200 5.76 98.41 2.00

PASA 200 0.51 1.19 98.00TOTAL 100 100 100

DOSIFICACIÓN DE TRES MATERIALES

0.060.660

10

20

30

40

50

60

70

80

90

100

VERIFICACIÓN GRANULAR

GRADACIÓN DESEADA

MAX ESPC.

MIN ESPC.


TAMIZ (mm)

% P

ASA

UNIVERSIDAD PEDAGÓGICA Y TECNOLÓGICA DE COLOMBIA UPTC

FACULTAD DE INGENIERÍAESCUELA DE TRANSPORTE Y VÍAS

LABORATORIO DE SUELOS Y PAVIMENTOS

0.060.660

10

20

30

40

50

60

70

80

90

100


GRADACIÓN DESEADA

MAX ESPC.

MIN ESPC.


TAMIZ (mm)

% P

ASA

ESPECIFICACIÓN%PASA MDC-2 MDC-2

GRADACIÓN DESEADA Max Min Max Min100 100 100 100 10088 95 80 95 8079 88 70 88 7057 65 49 65 4937 45 29 45 2920 25 14 25 1413 17 8 17 86 8 4 8 4

GRADACIÓN DESEADA43.00 % A 4651.00 % B 496.00 % C 5100 TOTAL 100

DOSIFICACIÓN DE TRES MATERIALES ESPECIFICACIÓN

% DE AGREGADOS

0.060.660

10

20

30

40

50

60

70

80

90

100


GRADACIÓN DESEADA

MAX ESPC.

MIN ESPC.


TAMIZ (mm)

% P

ASA

0.060.660

10

20

30

40

50

60

70

80

90

100


GRADACIÓN DESEADA

MAX ESPC.

MIN ESPC.


TAMIZ (mm)

% P

ASA

MDC-2 AJUSTE A MDC-2VERIFICACIÓN GRANULAR

100 10091 9173 7357 5755 5235 3211 116 6

TAMIZ % ( + - )N° 4 (4.75 mm ) y Mayores 4

N° 10 ( 2 mm )3N° 40 (425 mm)

N° 80 (180 µm)N° 200 (75 µm) 1

ESPECIFICACIÓN

% DE AGREGADOS

0.060.660

10

20

30

40

50

60

70

80

90

100


GRADACIÓN DESEADA

MAX ESPC.

MIN ESPC.


TAMIZ (mm)

% P

ASA


TOLERANCIAS

0.060.660

10

20

30

40

50

60

70

80

90

100


GRADACIÓN DESEADA

MAX ESPC.

MIN ESPC.


TAMIZ (mm)

% P

ASA

6.0 2.068 6.30 2.102

6.5 2.085 7.30 2.124

7.0 2.103 7.30 2.124

7.5 2.102 8.30 2.095

8.0 2.102 7.50 2.077

6.30 2.102

7.200 2.103 7.34 2.104

POLIGONO RAMCODES - EXCEL

Marshall tradiciona

lPb %

Gmb gr/cm³

12345

RANSOFT

Pb % Gmb gr/cm³

Pb % Gmb gr/cm³

Pb % Gmb gr/cm³


5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.002.040

2.050

2.060

2.070

2.080

2.090

2.100

2.110

2.120

2.130

Poligono de vacíos

% Ac

Gm

b gr

/cm

³

RAMCODES APLICACIÓN EXCEL. DOSIFICACIÓN TRES MATERIALES

Documents

Transcript of RAMCODES APLICACIÓN EXCEL. DOSIFICACIÓN TRES MATERIALES