A&M GEOTECNICA Y MECANICA DE SUELOS S.A.C-ENSAYOS DE SUELOS - CONCRETO - ASFALTO - PAVIMENTOS - CIMENTACIONES Av. Chiclayo Mz. 3 Lt. 62 - S. Cantora) Chic!ayo,Tetf.074-237420 - Cet. 979644184 RPM #979644184

PROYECTO : CONSTRUCCION CANAL DE IRRIGACION EL REJO : DISTRITO TUMBADEN , SAN PABLO - PROVINCIA SAN PABLO - REGION CAJAMARCA

COORDENADAS : DIST. DE TABACUNAS - PROV. SAN IGNACIO - DPTO. CAJAMARCA FECHA : 04/01/2014

ANALISIS GRANULOMETRICO ASTMD-422 - NTP 339.128

CALICATA C-01 C-02 C-03 C-04 MUESTRA M- 1 M - 1 M-1 M- 1 KM 0+000 0+010 0+050 0+250 SECTOR GRANJA PORCON GRANJA PORCON GRANJA PORCON GRANJA PORCON ^ T R U C T U R A BOCATOMA DESARENADOR FONDO DE CANAL FONDO DE CANAL . ORDENADAS X 741499 753613 753482 753100

Y 9216562 9223224 9223433 9223598 PROFUNDIDAD 0,10-1,50 0,10-1,50 0,15-1,50 0,20-1,50 P. ORIGINAL (gr) 2785.00 3202.00 2712.00 2700.00

ABERT. MALLA PESO PESO PESO PESO

PULG. MM. EN GRS %RET %PASA EN GRS %RET %PASA EN GRS %RET %PASA EN GRS %RET %PASA

3" 76.200 100.00 0.00 100.00

2 1/2" 63.500 125.00 4.49 95.51 236.00 7.37 92.63 236.00 8.70 91.30 146:00 5.41 94.59

2" 50.800 363.00 13.03 82.48 258.00 8.06 84.57 125.00 4.61 86.69 212.00 7.85 86.74

1 1/2" 38.100 252.00 9.05 73.43 147.00 4.59 79.98 252.00 9.29 77.40 262.00 9.70 77.04

1" 25.400 412.00 14.79 58.64 852.00 26.61 53.37 147.00 5.42 71.98 362.00 13.41 63.63

3/4" 19.050 125.00 4.49 54.15 123.00 3.84 49.53 526.00 19.40 52.58 158.00 5.85 57.78

1/Z' 12.700 203.00 7.29 46.86 636.00 19.86 29.67 96.00 3.54 49.04 79.00 2.93 54.85

3/8" 9.525 85.00 3.05 43.81 102.00 3.19 26.48 32.00 1.18 47.86 52.00 1.93 52.93

1/4" 6.350 102.00 3.66 40.14 85.00 2.65 23.83 52.00 1.92 45.94 102.00 3.78 49.15

4.760 123.00 4.42 35.73 63.00 1.97 21.86 64.00 2.36 43.58 62.00 2.30 46.85

N'-e 3.360 214.00 7.68 28.04 65.00 2.03 19.83 78.00 2.88 40.71 84.00 3.11 43.74 2.380 85.00 3.05 24.99 47.00 1.47 18.36 52.00 1.92 38.79 102.00 3.78 39.96

10 2.000 74.00 2.66 22.33 63.00 1.97 16.40 96.00 3.54 35.25 59.00 2.19 37.78

N" 16 1.190 63.00 2.26 20.07 52.00 1.62 14.77 58.00 2.14 33.11 32.00 1.19 36.59

N20 0.840 96.00 3.45 16.62 64.00 2.00 12.77 10.00 0.37 32.74 54.00 2.00 34.59

N^ao 0.590 102.00 3.66 12.96 52.00 1.62 11.15 25.00 0.92 31.82 18.00 0.67 33.93

N0 40 0.426 58.00 2.08 10.88 45.00 1.41 9.74 63.00 2.32 29.50 27.00 1.00 32.93

N-SO 0.297 87.00 3.12 7.76 89.00 2.78 6.96 65.00 2.40 27.10 46.00 1.70 31.22

N'SO 0.177 41.00 1.47 6.28 97.00 3.03 3.94 74.00 2.73 24.37 16.00 0.59 30.63

N'lOO 0.149 96.00 3.45 2.84 45.00 1.41 2.53 85.00 3.13 21.24 20.00 0.74 29.89

N'200 0.074 52.00 1.87 0.97 52.00 1.62 0.91 42.00 1.55 19.69 14.00 0.52 29.37