Hoja de Excel para Proctor Modificado

S.G.S.A.

Estudios Especiales

Consultor Reg. C - 2407

Suelos y Pavimentos - a!oratorio

PROCTOR MODIFICADO (ASTM D - 1557) Nº DE CAPAS: OBRA:

5

Nº GOLPES/CAPA: GOLPES/ CAPA:

56

AMPLIACION Y MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y ALCANTARILLADO Y TRAT TRATAMIENTO AMIENTO DE AGUAS SERVIDAS

REG. Nº INGº RESP RES P. TECNICO: FECHA:

DEL SALITRE - TANTARICA TANTARICA - CONTUMAZA

SOLICITA: ACTIVIDAD: UBICAC:

CONSORCIO LA UNION MATERIAL COMPACT COMPACTADO ADO ZANJAS - ALCANTARILLADO MATERIAL PROPIO

MATERIAL PROPIO - 1A SIXTO G. SALAZAR AHUMADA BACH. CRISTIAN PIZAN 24-11-09

DETERMINACION DE LA DENSIDAD Vo!"#$ %# Mo%# P#+o P#+o %# S!# S!#o H,"#%oM %oMo o%# %# P#+o %# Mo%# P#+o %# S!#o H,"#%o D#$+3%% %# S!#o H!"#%o

&'"(.) &/) &/) &/) &/) &/5'"()

211*.10 *0.00 (19*.00 4(*.00 2.0

CAPSULA Nº P#+o S!#o H!"#%oC6+!. P#+o S!#o S#'o  C6+! P#+o %#  C6+! P#+o %# A! P#+o %# S!#o S#'o 7 %# Co$8#$3%o %# H!"#%% P/o"#%3o H!"#%% D#$+3%% %# S!#o S#'o

&/) &/) &/) &/) &/) &7) &7) &/5'"()

211*.10 .44 (19*.00 *491.44 2.0

211*.10 (4.24 (19*.00 *1*1.24 2.44

211*.10 (91.0 (19*.00 *19.0 2.4

211*.10 42.00 (19*.00 444.00 2.10

7

D

6

2

101.00 10*.00 9.00 92.00 2*.00 2*.00 12.00 1(.00 4.00 .00 1.* 19.40 19.0 1.4

10*.00 9.00 92.00 *.00 (2.00 2.00 1(.00 12.00 0.00 *.00 21. 20.9 21.1 2.14

90.00 9.00 .00 *.00 2*.00 2*.00 12.00 1(.00 *(.00 0.00 22.4 21. 22.1* 1.99

100.00 102.00 *.00 .00 2.00 (2.00 1*.00 14.00 *9.00 *.00 2*.42 2*.00 2*.21 1.9

11 10*.00 .00 2*.00 1.00 (.00 2.9

110.00 92.00 2*.00 1.00 .00 2. 2.92 1.*

CURVA HUMEDAD - DENSIDAD 2.1

 . 2.0* & % 2 $ # " ! 1.9* ( D A 1.9 D I S N 1.* E D 1. 1.* 1*.00

1.00

1.00

1.00

19.00

20.00

21.00

22.00

2(.00

24.00

2*.00

2.00

2.00

2.00

29.00

(0.00

CONT. HUMEDAD (% 

RESULTADOS RESULTADOS DE ENSAYO MAXIMA DENSIDAD SECA &/5'"()

2.14

OPTI. CONT. HUMEDAD &7) DE PESO SECO

OBSERVACIONES: : L+ "!#+8/+ %# "8#/3#+ 6/ o+ E$+;o+ /#+6#'83$ +3%o /#'o63%o+ %# "8#/3 +##''3o $%o 6/o%!'8o %# + #?'<'3o$#+. : L+ "!#+8/+ 6/o6o/'3o$%+ 6/ o+ #$+;o+ 'o//#+6o$%#$  "8#/3 6/o63o +##''3o$%o 'o"o 6/o6/o%!'8o %# %# + #?'<'3o$#+ #?'<'3o$#+ +#,$ #?6#%3#$8# #?6#%3#$8# 8#'$3'o : L 3$8#/6/#8'3o$ @#$ @#$ %# o+ /#+!8%o+ %# o+ E$+;o+ /#3%o+= /#3%o+= #+ %# #?'!+3< /#+6o$+33%% %# !+!/3o +
21.18

S.G.S.A.

Estudios Especiales



PROCTOR MODIFICADO MODIFICADO (ASTM D - 1557) Nº DE CAPAS: OBRA:

5

Nº GOLPES/CAPA:

56

AMPLIACION Y MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y ALCANTARILLADO Y TRATAMIENTO TRATAMIENTO DE AGUAS SERVIDAS

RE G . Nº INGº RESP. TECNICO: FECHA:

DEL SALITRE - TANTARICA - CONTUMAZA


CONSORCIO LA UNION MATERIAL COMPACT COMPACTADO ADO ZANJAS - ALCANTARILLADO MATERIAL PROPIO

MATERIAL PROPIO - 1B SIXTO G. SALAZAR AHUMADA BACH. CRISTIAN PIZAN 24-11-09

DETERMINACION DE LA DENSIDAD Vo!"#$ %# Mo%# P#+o %# %# S! S!#o H, H,"#%oMo %# %# P#+o %# Mo%#

&'"(.) &/) &/)

211*.10 **.00 (200.00

211*.10 90.9 (200.00

211*.10 (91.0 (200.00

211*.10 4(.9 (200.00

211*.10 4.00 (200.00

P#+o %# S!#o H,"#%o

& / )

4(*.00

*490.9

*191.0

*2(.9

444.00

D#$+3%% %# S!#o H!"#%o

&/5'"()

2.0

2.0

2.4*

2.4

2.10

1'

C



B

CAPSULA Nº

)

P#+o S!#o H!"#%oC6+!.

&/)

9.00

102.00

102.00

94.00

.00

9*.00

9.00

99.00

102.00

10.00

P#+o S!#o S#'o  C6+!

&/)

.00

9.00

9.00

2.00

*.00

2.00

2.00

*.00

*.00

9.00

P#+o %#  C6+!

&/)

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

2.00

P#+o %# A!

& / )

12.00

1(.00

1(.00

12.00

12.00

1(.00

1*.00

14.00

1.00

1.00

P#+o %# S!#o S#'o

&/)

0.00

(.00

1.00

**.00

49.00

*.00

**.00

*.00

*.00

2.00

7 %# Co$8#$3%o %# H!"#%%

& 7)

20.00

20.(

21.(1

21.2

24.49

2(.21

2.2

24.*

29.(1

P/o"#%3o H!"#%%

&7)

D#$+3%% %# S!#o S#'o

&/5'"()

29.0(

20.(2

21.*

2(.*

2*.92

29.1

1.2

2.1(

1.9

1.9

1.2

CURVA HUMEDAD HUME DAD - DENSIDA DENS IDAD D 2.1

 . & % $ # " ! ( D A D I S N E D

2.0* 2 1.9* 1.9 1.* 1. 1.* 1. 1.* 1*.00

1.00

1.00

1.00

19.00

20.00

21.00

22.00

2(.00

24.00

2*.00

2.00

2.00

2.00

29.00

(0.00


RESUL RES ULTADOS TADOS DE ENSAY ENS AYO O MAXIMA DENSIDAD SECA & /5'"()

2.1&


OBSERVACIONES: : L+ "!#+8/+ %# "8#/3#+ "8#/3#+ 6/ o+ E$+;o+ /#+6#'83$ +3%o /#'o63%o+ %# "8#/3 +##''3o$%o 6/o%!'8o %# + #?'<'3o$#+. : L+ "!#+8/+ 6/o6o/'3o$%+ 6/ o+ #$+;o+ 'o//#+6o$%#$  "8#/3 6/o63o 6/o63o +##''3o$%o 'o"o 6/o6/o%!'8o %# + #?'<'3o$#+ +#,$ #?6#%3#$8# 8#'$3'o : L 3$8#/6/#8'3o$ @#$ %# o+ /#+!8%o+ %# o+ E$+;o+ /#3%o+= #+ %# #?'!+3< #?'!+3< /#+6o$+33%% %# !+!/3o +
21.6

S.G.S.A.

Estudios Especiales




5

Nº GOLPES/CAPA:

56

AMPLIACION Y MEJORAMIENTO DEL SISTEMA DE AGUA POTABLE Y ALCANTARILLADO Y TRATAMIENTO DE AGUAS SERVIDAS

REG. Nº INGº RESP. TECNICO: FECHA:



CONSORCIO LA UNION MATERIAL COMPACTADO ZANJAS - ALCANTARILLADO MATERIAL PROPIO

MATERIAL PROPIO - 1C SIXTO G. SALAZAR AHUMADA BACH. CRISTIAN PIZAN 2-11-09

DETERMINACION DE LA DENSIDAD Vo!"#$ %# Mo%# P#+o %# S!#o H,"#%oMo %# P#+o %# Mo%#

&'"(.) &/) &/)

211*.10 *0.00 (19*.00

211*.10 9*.*1 (19*.00

211*.10 4(.9 (19*.00

211*.10 42.(2 (19*.00

211*.10 2.00 (19*.00

P#+o %# S!#o H,"#%o

&/)

4(*.00

**00.*1

*241.9

*2.(2

44.00

D#$+3%% %# S!#o H!"#%o

&/5'"()

2.0

2.0

2.4

2.*0

2.12

8



H

F

CAPSULA Nº

2

P#+o S!#o H!"#%oC6+!.

&/)

91.00

100.00

9*.00

.00

0.00

.00

90.00

92.00

9*.00

100.00

P#+o S!#o S#'o  C6+!

&/)

9.00

(.00

1.00

*.00

.00

*.00

.00

0.00

0.00

4.00

P#+o %#  C6+!

&/)

2*.00

2*.00

2.00

2.00

2*.00

2*.00

2.00

2.00

2.00

2.00

P#+o %# A!

&/)

12.00

1.00

14.00

12.00

12.00

1(.00

1(.00

12.00

1*.00

1.00

P#+o %# S!#o S#'o

&/)

*4.00

*.00

*4.00

4.00

4(.00

*0.00

*1.00

*(.00

*4.00

*.00

7 %# Co$8#$3%o %# H!"#%%

&7)

22.22

29.(1

2*.9(

2*.00

2.91

2.00

2*.49

22.4

2.

P/o"#%3o H!"#%%

&7)

D#$+3%% %# S!#o S#'o

&/5'"()

2.*9

2*.

2*.4

2.9*

24.0

2.

1.4

2.0

1.9*

2.01

1.*


 . & % $ # " ! ( D A D I S N E D

2.0* 2 1.9* 1.9 1.* 1. 1.* 1. 1.* 1*.00

1.00

1.00

1.00

19.00

20.00

21.00

22.00

2(.00

24.00

2*.00

2.00

2.00

2.00

29.00

(0.00


RESULTADOS DE ENSAYO MAXIMA DENSIDAD SECA &/5'"()

2.'7


OBSERVACIONES: : L+ "!#+8/+ %# "8#/3#+ 6/ o+ E$+;o+ /#+6#'83$ +3%o /#'o63%o+ %# "8#/3 +##''3o$%o 6/o%!'8o %# + #?'<'3o$#+. : L+ "!#+8/+ 6/o6o/'3o$%+ 6/ o+ #$+;o+ 'o//#+6o$%#$  "8#/3 6/o63o +##''3o$%o 'o"o 6/o6/o%!'8o %# + #?'<'3o$#+ +#,$ #?6#%3#$8# 8#'$3'o : L 3$8#/6/#8'3o$ @#$ %# o+ /#+!8%o+ %# o+ E$+;o+ /#3%o+= #+ %# #?'!+3< /#+6o$+33%% %# !+!/3o +
2.46

S.G.S.A.

Estudios Especiales




5

Nº GOLPES/CAPA:

56

MEJORAMIENTO Y CONSTRUCCION CARRETERA CASHAC - LAMCHE


ZENLA - CUELCACHA - UINJALCA


COSHAC S. R. L SUB RASANTE UINJALCA - CHACHAPOYAS - AMAZONAS

MATERIAL SUB RASANTE - 1D SIXTO G. SALAZAR AHUMADA BACH. CRISTIAN PIZAN 10-0*-010

DETERMINACION DE LA DENSIDAD Vo!"#$ %# Mo%# P#+o %# S!#o H,"#%oMo%#

&'"(.) &/)

211*.10 .00

211*.10 00.0*

211*.10 42.(2

211*.10 414.2

211*.10 .00

P#+o %# Mo%# P#+o %# S!#o H,"#%o

&/) &/)

(19*.00 44(.00

(19*.00 **0*.0*

(19*.00 *2.(2

(19*.00 *219.2

(19*.00 4492.00

D#$+3%% %# S!#o H!"#%o

&/5'"()

2.12

2.0

2.*0

2.4

2.12

G

B

12

*

CAPSULA Nº

11

P#+o S!#o H!"#%oC6+!.

&/)

9.00

102.00

10*.00

102.00

9*.00

9.00

101.00

102.00

10.00

10.00

P#+o S!#o S#'o  C6+!

&/)

9.00

92.00

92.00

.00

.00

*.00

*.00

.00

.00

92.00

P#+o %#  C6+! P#+o %# A!

&/) &/)

2*.00 9.00

2*.00 10.00

(2.00 1(.00

2.00 14.00

2*.00 1.00

2*.00 1(.00

2.00 1.00

(2.00 14.00

2*.00 1.00

2*.00 1.00

P#+o %# S!#o S#'o

&/)

4.00

.00

0.00

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*(.00

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*.00

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7 %# Co$8#$3%o %# H!"#%%

&7)

14.0

14.9(

21.

22.9*

(2.0

21.

2.12

2*.00

2.*

2(.

P/o"#%3o H!"#%%

&7)

D#$+3%% %# S!#o S#'o

&/5'"()

14.49

22.(1

2.

2.0

2.2(

1.*

2.12

1.9

1.9*

1.

CURVA HUMEDAD -- DENSIDAD CURVA HUMEDAD DENSIDAD 2.1 2.1 2.0*

2.0*  . 22 &  . % & $ 1.9* % # $ " 1.9* # " ! ( ! 1.9 1.9 ( D D A 1.* A 1.* D D I I S 1. S 1. N N E D 1.* E 1.* D

23.6622127293

1. 1.

1.* 1.*

1*.00 1.00 1.00 1.00 19.00 20.00 21.00 1*.00 1.00 1.00 1.00 19.00 20.00 21.00

22.00 22.00

2(.00 2(.00

24.00 24.00

CONT. HUMEDAD (%  CONT. HUMEDAD (%

2*.00 2*.00

2.00 2.00

2.00 2.00

2.00 2.00

29.00 29.00

(0.00 (0.00

RESULTADOS DE ENSAYO MA+IMA DENSIDAD SECA (!"#$&:

2.12

OPTI. CONT. HUMEDAD (% DE PESO SECO

OBSERVACIONES: : L+ "!#+8/+ %# "8#/3#+ 6/ o+ E$+;o+ /#+6#'83
22.&1

S.G.S.A.

Estudios Especiales




5

Nº GOLPES/CAPA:

56

MEJORAMIENTO Y CONSTRUCCION CARRETERA CASHAC - LAMCHE


ZENLA - CUELCACHA - UINJALCA


COSHAC S. R. L. CAPA DE LASTRADO UINJALCA - CHACHAPOYAS - AMAZONAS

MATERIAL CANTERA ,ENLA *: )-&''  1A SIXTO G. SALAZAR AHUMADA BACH. CRISTIAN PIZAN 20-04-010

DETERMINACION DE LA DENSIDAD Vo!"#$ %# Mo%#

&'"(.)

211*.10

211*.10

211*.10

211*.10

211*.10

P#+o %# S!# o H,"#%oMo%# P#+o %# Mo%# P#+o %# S!#o H,"#%o D#$+3%% %# S!#o H!"#%o

&/) &/) &/) &/5'"()

*0.00 (19*.00 4(*.00 2.0

9*.*1 (19*.00 **00.*1 2.0

4(.9 (19*.00 *241.9 2.4

42.(2 (19*.00 *2.(2 2.*0

2.00 (19*.00 44.00 2.12

CAPSULA Nº

7

C

P#+o S!#o H!"#%oC6+!. P#+o S!#o S#'o  C6+! P#+o %#  C6+! P#+o %# A!

&/) &/) &/) &/)

91.00 9.00 2*.00 12.00

100.00 (.00 2*.00 1.00

P#+o %# S!#o S#'o 7 %# Co$8#$3%o %# H!"#%% P/o"#%3o H!"#%%

&/) &7) &7)

*4.00 *.00 22.22 29.(1 2*.

D#$+3%% %# S!#o S#'o

&/5'"()

1.4

9*.00 1.00 2.00 14.00

11 .00 *.00 2.00 12.00

*4.00 4.00 2*.9( 2*.00 2*.4

0.00 .00 2*.00 12.00

) .00 *.00 2*.00 1(.00

4(.00 *0.00 2.91 2.00 2.9*

2.0

90.00 .00 2.00 1(.00

& 92.00 0.00 2.00 12.00

9*.00 0.00 2.00 1*.00

100.00 4.00 2.00 1.00

*1.00 *(.00 2*.49 22.4 24.0

*4.00 2.

*.00 2.*9

1.9*

2.

2.01

1.*


 . & % $ # " ! ( D A D I S N E D

2.0* 2 1.9* 1.9 1.* 1. 1.* 1. 1.* 1*.00

1.00

1.00

1.00

19.00

20.00

21.00

22.00

2(.00

24.00

2*.00

2.00

2.00

2.00

29.00

(0.00

CONT. HUMEDAD (%

RESULTADOS DE ENSAYO MA+IMA DENSIDAD SECA (!"#$&:

2.'7

OPTI. CONT. HUMEDAD (% DE PESO SECO

2.46

OBSERVACIONES: : L+ "!#+8/+ %# "8#/3#+ 6/ o+ E$+;o+ /#+6#'83$ +3%o 6/o6o/'3o$%+  Co$+!8o/ 6o/  6/8# 3$8#/#+%. : Lo+ "8#/3#+ $3%o+ 'o//#+6o$%#$   C$8#/ %#$o"3$% ZENLA !3'% #$ # " 09(00= %o %#/#'>o %#  '//#8#/. : L 3$8#/6/#8'3o$ @#$ %# o+ /#+!8%o+ %# o+ E$+;o+ /#3%o+= #+ %# #?'!+3< /#+6o$+33%% %# !+!/3o +
C. Humed

D. Seca

19.08

1.74

21.18

2.14

22.15

1.99

25.21

1.96

26.92

1.65

2.03

C. Humed

D. Seca

20.32

1.72

21.56

2.13

23.85

1.98

25.92

1.96

29.17

1.62

C. Humed

D. Seca

25.77

1.64

25.46

2.07

26.95

1.95

24.07

2.01

27.68

1.65

C. Humed

D. Seca

14.49

1.85

22.31

2.12

26.87

1.97

26.06

1.95

26.23

1.68

S.G.S.A

Estudios Especiales Suelos - Pavimentos - a!oratorio


Ensa!s "# C!n$#n%"! "# &'#"a"

PRO/ECTO :




SOLICITA: ACTIVIDAD: UBICACI0N:

CONSORCIO LA UNION HUMEDAD NATURAL MATERIAL SECTOR

C. H - 01 - A SIXTO G. SALAZAR AHUMADA BACH. CRISTIAN PIZAN 2-11-09

E"SA#$S

NUMERO DE CAPSULA

2

G

4

P#+o %# M!#+8/ H!"#%o  C6+! &/)

10.00

101.00

99.00

P#+o %# M!#+8/ S#'  C6+! &/)

94.00

.00

.00

P#+o %# A!

1(.00

1(.00

12.00

P#+o %#  C6+!

(2.00

2.00

2.00

P#+o %#  M!#+8/ S#'

2.00

2.00

0.00

7 %# H!"#%%

20.9

20.9

20.00

% P"3 H533 N5"

2'.6

OBSERVACIONES: : E "!#+8/#o > +3%o 8o"% %# o+ "8#/3#+ '+3F3'%o+= 6/o6o/'3o$%o+  Co$+!8o/ 6o/ o+ 3$8#/#+%o+ 'o//#+6o$%3#$8#+   C$8#/ C#//o G<3$.

: L 3$8#/6/#8'3o$ @#$ %# o+ /#+!8%o+ %# o+ E$+;o+ /#3%o+= #+ %# #?'!+3< /#+6o$+33%% %# !+!/3o= +
: L Co$+!8o/3 +!"#=  /#+6o$+33%% %# o+ E$+;o+ /#3%o+

S.G.S.A

Estudios Especiales


Suelos - Pavimentos - a!oratorio

Ensa!s "# C!n$#n%"! "# &'#"a" ASTM D 16/D*6*+

PRO/ECTO :







E"SA#$S NUMERO DE CAPSULA P#+o %# M!#+8/ H!"#%o  C6+! &/) P#+o %# M!#+8/ S#'  C6+! &/) P#+o %# A! P#+o %#  C6+! P#+o %#  M!#+8/ S#' 7 %# H!"#%%

1'





10*.00

102.00

9(.00 12.00 (2.00 1.00 19.

.00 1*.00 2.00 1.00 24.*9

9.00 .00

% P"3 H533 N5"

10.00 2.00 1.00 1.(9

2'.22

OBSERVACIONES: : E "!#+8/#o > +3%o 8o"% %# o+ "8#/3#+ '+3F3'%o+= 6/o6o/'3o$%o+  Co$+!8o/ 6o/ o+ 3$8#/#+%o+ 'o//#+6o$%3#$8#+   C$8#/ C#//o G<3$. : L 3$8#/6/#8'3o$ @#$ %# o+ /#+!8%o+ %# o+ E$+;o+ /#3%o+= #+ %# #?'!+3< /#+6o$+33%% %# !+!/3o= +
S.G.S.A



Ensa!s "# C!n$#n%"! "# &'#"a" ASTM D 16/D*6*+ PRO/ECTO :






C. H - 0( - A SIXTO G. SALAZAR AHUMADA BACH. CRISTIAN PIZAN 2-11-09


F

11

E

102.00 *.00 1.00 2.00 *9.00 2.1

9.00 (.00 1(.00 2.00 *.00 2(.21

94.00 .00 .00 2.00 0.00 11.

% P"3 H533 N5"

21.2&

S.G.S.A



Ensa!s "# C!n$#n%"! "# &'#"a" ASTM D 16/D*6*+ PRO/ECTO :








)

D

1'

100.00 *.00 1*.00 2.00 *9.00 2*.42

9*.00 .00 1.00 2.00 *2.00 (2.9

90.00 *.00 *.00 2.00 *.00 .2

% P"3 H533 N5"

22.2


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