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1 RECIPIENTE
2 PESO SUELO HUMEDO + RECIPIENTE
3 PESO SUELO SECO + RECIPIENTE
4 PESO RECIPIENTE
5 PESO AGUA
6 PESO SECO
7 HUMEDAD
LIMITE PLASTICO (LP)
DETERMINACIONDEL LIMITE LIQUIDO DE LOS SUE
1 PESO SUELO HUMEDO + RECIPIENTE
2 PESO SUELO SECO + RECIPIENTE
3 PESO RECIPIENTE
4 PESO AGUA
5 PESO SECO
7 NUMERO DE GOLPES
6 HUMEDAD
LIMITE LIQUIDO (LL)
INDICE PLASTICO (IP)!LL-LP
NUMERO DE GOLPES
M"#$% 15& 3&53
M'$% 36& 28&7
&82
DETERMINACIONDEL LIMITE PLASTICO E INDICE DE PLAS2)
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PRO*ECTO
N 1 2
SOLICITANT% 2&4 16&4
% 2&26 15&6
.ECHA% 25&22 11&43
% &68 &71
LUGAR% 4&4 4&26
/ 16&83 16&67
/ 16&75
OS (ASTM D - 4318, MTC E 111 -2)
% 25&43 2&57 2&12
% 23&86 28&4 27&63
% 18&44 24&44 22&75
% 1&57 1&17 1&4
% 5&42 3&6 4&88
N0 36& 26& 15&
/ 28&7 2&55 3&53
/ 2&7
/ 13&4
TICIDAD(ASTM D-4318,MTC E 111-
HUMEDAD
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E REGION
PROINCIA
DISTRITO
10.00 15.00 20.00 25.00 30.00 35.00 40.0028.00
28.50
29.00
29.50
30.00
30.50
31.00
LIMITE LIQUIDO
# " $"
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ANALISIS GRANULOMETRICO POR TAMIADO A
ORA
CALICATA
PESO INICIAL SECO
PESO SECO LAADO
DI9:
DI9:11&21
-&688
-6&24
-12&76
-6&15
-4&33
111
1
2
3
4
5
67
8
1
CURA GRANULOMETRICA
AERTURAS (MM)
/ ''NTE
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-6&61
DI9:
&43
&124
-&223
-&88
&32
&274
&222
&262
&267
&32
&215
&1
PASANTES
N01 1&5
N04 11&
N02 8&11
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TM C-136 Tamiz
Material
GRS
3" 76.2 0
2 1/2" 63.5 0
54& 2" 50.8 0
55&3 1 1/2" 38.1 158.01
1" 25.4 110.31
3/4" 19.05 16.8
1/2" 12.7 41.88
3/8" 9.525 27.18
1/4" 6.35 32.23
N4 4.76 13.23
N6 3.36 0
N8 2.38 31.87N10 2 10.68
N16 1.19 19.21
N20 0.84 9.18
N30 0.59 11.91
N40 0.426 6.46
N50 0.297 3.77
N60 0.25 2.93
N80 0.177 3.23
N100 0.149 0.89
N200 0.074 5.54
FONO
!#O 44.60
TOT!
INTERPOLACION
DI9: DI9:
DI9: DI9:1&861 33&12
11&74 3&67
-18&678 43&677
3&15 28&2
5&32 25&23
6&45 22&747
$ert%ra&mm'
&1&1
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D1
6&527
D3
26&354
DI9: DI9:
3&812 8&885
4&37 &7
4&414 11&37
4&15 1&35
2&638 6&11
3&67 7&255
3&85 &63
2&26 4&672
2&752 6&481
3&762 8&52
1&74 3&37
&274 &547
CLASI.ICACION POR AASHTO
GRUPO (IG) NOMRES
CLASI.ICACI
;NAASHTO
0.00 0.00 (1(a
0 0.00 (1($
0.00 0.00 (3
0.00 0.00 (2(4
0.00 0.00 (2(5
(2(6 (0.21 (2(6
0.00 (0.21 (2(7
0.00 (4.21 (4
0.00 (4.21 (5
0.00 (4.21 (6
0.00 (4.21 (7(5
0.00 (4.21 (7(6
/QUEPASA
N
02
/QUEPASA
N02=
35/
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Rete)i*+ &,' a-%m%la*+ %e aa TOS ! N!SS GRN!OM
, RT %e aa SO SO N! 54
0.00 0.00 100.00 SO SO !#O 50
0.00 0.00 100.00
0.00 0.00 100.00 NSOS STNR
28.73 28.73 71.27 , GR# 72.
20.06 48.79 51.21
3.06 51.85 48.15 , RN 19.
7.62 59.46 40.54
4.94 64.41 35.59
5.86 70.27 29.73 , FNOS 8.1
2.41 72.67 27.33 10&mm' 0.2
0.00 72.67 27.33 30&mm' 6.
5.80 78.47 21.53 60&mm' 30.1.94 80.41 19.59
3.49 83.90 16.10
1.67 85.57 14.43
2.17 87.74 12.26
1.17 88.91 11.09
0.69 89.60 10.40 118.
0.53 90.13 9.87 5.2
0.59 90.72 9.28
0.16 90.88 9.12
1.01 91.89 8.11
0.00
8.11 100.00 0.00
549.9
CONTEOS
N>'$%" ' 1 18
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D6
N>'$%" ' 3 8
N>'$%" ' 6 4
CLASI.ICACION POR SUCS
TIPO DE ROCA SP
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R
.90
.30
74
16
10
62
95
67
319
05
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ENSAYO PROCTOR MODIFICADO
(NORMA AASHTO T-180, ASTM D 1557)
VOLUMEN DEL MOLDE : 2105.00
PRUEBA N 1 2
Pes s!e" # $"%e &' 1117 11507Pes $"%e &' *+ *+
Pes s!e" !$e% $//% &' +785 511*
Pes s!e" !$e% # /'/ &' +0 *
Pes %e" s!e" se # /'/ &' 2+.2 07.21
T/'/ &' +0 *
Pes %e" /&!/ &' 15.08 *1.7
Pes %e" s!e" se &' 58+.2 58.21
e3% %e /&!/ 4 2.58 5.5
Des3%/% s!e" !$e% &'$* 2.27 2.+*
Des3%/% s!e" se &'$* 2.21 2.*00DENSIDAD MAXIMA - MDS (gr/cm3)
HUMEDAD OPTIMA - OCH (%)
^
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* +
11+0 1151
*+ *+
52+ 517
+0 *
5*. 581.2
+0 *8
+.*1 57.7+
55*. 5+*.2
8.* 10.*
2.+ 2.+7
2.*00 2.2*2
2.02.160
2.180
2.200
2.220
2.240
2.260
2.280
2.300
2.320
1NS"6O 5RO4T
NS MM ( MS &:r/-m3'
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0 4.00 6.00 8.00 10.00 12.00
R MO2F24"O
ONTNO M ,
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