b) Clasificacin SUCS

Suelo C

ANALISIS GRANULOMETRICO POR TAMIZADO

CLASIFICACION ASTM D-422

PESO INICIAL SECO : 4200.00grs% QUE PASA MALLA No. 200 : 9.05

PESO INICIAL LAVADO :% RETENIDO MALLA 3" : 2.96

Tamices AberturaPeso % Retenido % Retenido % Acumulado Resumen

ASTM(mm)Retenido ParcialAcumulado Que de Datos

(grs)Pasa

4101.6000.000.000.00100.00L.L22.8

3 76.200124.202.962.9697.04

2 50.800134.503.206.1693.84L.P.16.25

1 1/2 38.100245.105.8412.0088.00

1 25.400184.704.4016.3983.61I.P6.55

3/4 19.050215.905.1421.5378.47

1/2 12.70098.402.3423.8876.12D100.13

3/8 9.525113.802.7126.5973.41

1/4 6.350264.206.2932.8867.12

N 44.780191.904.5737.4562.55D300.79

N 82.380333.407.9445.3854.62

N 102.000299.707.1452.5247.48

N 161.190242.405.7758.2941.71D604.04

N 200.840389.309.2767.5632.44

N 300.590212.505.0672.6227.38Cu31.076923

N 400.426247.605.9078.5121.49

N 500.297152.303.6382.1417.86Cc1.19

N 600.250146.403.4985.6314.37

N 1000.149155.203.7089.3210.68GRAVA %37.45

N 2000.07468.401.6390.959.05ARENA %53.50

> N 2000.00050.001.1992.147.86FINOS %9.05

TOTAL 3869.9092.14

LIMITES DE CONSISTENCIA

DETERMINACION DEL LIMITE LIQUIDO Y LIMITE PLASTICO ASTM D-4318

Ensayo LIMITE LIQUIDO LIMITE PLASTICO

Datos

Frasco N1234123

N.de golpes 13183037

(1) Pfr + P.S.H. (gr) 44.5842.9244.5943.0439.6238.0439.89

(2) Pfr + P.S.S. (gr) 41.3540.1841.8240.6738.0836.8838.38

(3) Pagua (gr) (1) - (2) 3.232.742.772.371.541.161.51

(4) Pfr (gr)28.3328.6529.329.6428.6229.729.12

(5) P.S.S. (gr) (2) (4)13.0211.5312.5211.039.467.189.26

(6) C .Humedad (%) (3) / (5) 24.8123.7622.1221.4916.2816.1616.31