Curva Proctor
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PROCTOR MODIFICADO(ASTM D-1557)
ENSAYO N° 1 2 3 4 5
DETERMINACION DE DENSIDAD
PESO MOLDE+SUELO 10999 11040 11070 11235 11315
PESO MOLDE 7690 7690 7690 7690 7690
PESO SUELO COMPACTADO 3,309 3,350 3,380 3,545 3,625
VOLUMEN DEL MOLDE 2829.3 2829.3 2829.3 2829.3 2829.3
DENSIDAD HUMEDA 1.1 1.18 1.19 1.25 1.28
DETERMINACION DE CONTENIDO DE HUMEDAD RECIPIENTE N° 1 2 3 4 5
SUELO HUMEDO + RECIPIENTE 0.630 0.820 0.760 0.535 0.720
SUELO SECO + RECIPIENTE 0.621 0.805 0.45 0.515 0.68
PESO RECIPIENTE 0.250 0.250 0.235 0.00 0.00
PESO DE A!UA 0.009 0.015 0.015 0.020 0.040
PESO DE SUELO SECO 0.31 0.555 0.510 0.445 0.610
CONTENIDO DE HUMEDAD 2.400 2.00 2.900 4.500 6.600
DENSIDAD SECA 1.140 1.150 1.160 1.200 1.200
M D S CHO
1.20 0.00
1.20 5.53M"#. $%&'($"$ '%)" 0.000 5.53
1.21 gr/cm3 1.000 5.53
C*&%&. -%$"$ /("
5.53 %
1.00 2.00 3.00 4.00 5.00 6.00 .00 8.00
1.100
1.110
1.120
1.130
1.140
1.150
1.160
1.10
1.180
1.190
1.200
1.210
1.220
GRAFICO DE PROCTOR MODIFICADO
CONTENIDO DE !MEDAD %
D E N S I D A D S
E C
A g
r / c c
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O"RA # RE
SOLICITA # RE
$!GAR # RE
PROF!NDID # RE
FECA # RE
A$OR RE$ATIO DE SOPORTE (C.".R.)( ASTM D-1&&3 )
M*$% N° 8 9
C"" N° 5 5 5
!*%' * )"" N° 56 25 12 C*&$()(/& $% " -%'" SIN SUMERGIR SUMERG. SIN SUMERGIR SUMERG. SIN SUMERGIR SUMERG.
P%'* *$% + '-%* %$* 7. 12098 1192 11661
P%'* $% *$% 7. 143 143 143
P%'* $% '-%* -%$* 7. 4955 4649 4518
V*%& $% *$% )). 2123 2123 2123
D%&'($"$ H-%$" 7.)) 2.33 2.19 2.13
H-%$"$ 8.00 8.00 .90
D%&'($"$ '%)" 7.)) 2.160 2.03 1.9
T"* N° 1 2 3
T"* '-%* -%$* 7. 624 563 598.
T"* '-%* '%)* 7. 58 521.1 555 A7-" 7. 46 41.9 43.
P%'* $% T"* 7. 0 0 0
P%'* $% '-%* '%)* 7. 58 521.1 555
H-%$"$ 8.0 8.0 .9
P*%$(* $% " -%$"$
ENSA'O EPANSION
ECHA HORA TIEMPO DIALE:PANSION
DIALE:PANSION
DIALE:PANSION
.. .. ..
PENETRACION
PENETRACION L%)-" L%)-" P%'(*&%' L%)-" L%)-" P%'(*&%' L%)-" L%)-" P%'(*&%'
T(%* 7 D(" L; D(" L; D(" L;
0.30 0.600 0.25 22 22 91 15 204 68 10 156 52
1.00 1.300 0.50 69 26 242 52 562 18 35 398 133
1.30 1.900 0.05 122 1238 413 9 99 332 63 668 223
2.00 2.500 0.100 169 1693 564 136 134 458 93 958 319
3.00 3.800 0.150 231 2292 64 196 1954 651 156 156 522
4.00 5.000 0.200 310 3055 1018 256 2533 844 21 2156 19
5.00 6.000 0.250 350 3442 114 329 3239 1080 285 2814 938
6.00 .500 0.300 410 4021 1340 409 4012 133 355 3490 1163
8.00 10.000 0.400
10.00 12.500 0.500
L;72 L;72 L;72
MUNICIPALIDAD PROVINCIAL DE SAN ROMAN JULIACA
GERENCIA DE DESARROLLO URBANOLABORATORIO MECANICA E SUELOS Y PAVIMENTOS
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O"RA # RE
SOLICITA # RE
$!GAR # RE
PROF!NDIDAD # RE
FECA # RE
PARAMETROS DE C.<.R.
C.B.R.01" AL 100% = 5.2&%
C.B.R. 01" AL 95% M.D.S. = 4&.**%
LEYENDA
CURVA A 0.1=
C.<.R 0.1=> 56.3 C.<.R 0.1=> 45.5 C.<.R 0.1=> 31.4
0 0.1 0.2 0.3 0.4
0
10
20
30
40
50
60
0
80
90
100
C!R%A DE 5) GO$PES
0 0.1 0.2 0.3 0.4
0
10
20
30
40
50
60
0
80
90
100
C!R%A DE 25 GO$PES
0 0.1 0.2 0.3 0.4
0
10
20
30
40
50
60
0
80
90
100
C!R%A DE 12 GO$PES
30 31 32 33 34 35 36 3 38 39 40 41 42 43 44 45 46 4 48 49 50 51 52 53 54 55 56 5 58 59 60
1.90
1.92
1.94
1.96
1.98
2.00
2.02
2.04
2.06
2.08
2.10
2.12
2.14
2.16
2.18 GRAFICO DE C.".R.
C.".R. (%)
D E N S I D A D S
E C
A
( g r / c c )
MUNICIPALIDAD PROVINCIAL DE SAN ROMAN JULIACA
GERENCIA DE DESARROLLO URBANOLABORATORIO MECANICA E SUELOS Y PAVIMENTOS