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DESCRIPTION
calculo de estudio de canteras
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CANTERAS
CANTERA 1 CANTERA 2
M1 M2 %RETENIDO %RETENIDO M3
GRAVA
>3" 25 12 0.12
2" 3" 8 8 0.08
1" 2" 8 7 0.07
3/4" 1" 6 7 0.07
3/8" 3/4" 7 9 0.09
#4 3/8" 8 6 0.06
ARENA
#10 #4 14 13 0.13
#40 #10 9 17 0.17
#200 #40 8 15 0.15
FINOS <#200 7 6 0.06
100 100
ESPECIFICACION TECNICA SUBBASE
GRADACION A % RETENIDO
M3 REQ % PASA ACUM PARCIAL
M1 MIN MAX MEDIO % %
GRAVA
>3" 100 100 100 0 0.00 0.000 0
2" 100 100 100 0 0.00 0.000 0
1" 100 100 100 0 0.00 0.000 0
3/4" 100 100 100 0 0.00 0.000 0
3/8" 30 65 47.5 52.5 52.50 0.525 86310
#4 25 55 40 60 7.50 0.075 12330
ARENA #10 15 40 27.5 72.5 12.50 0.125 20550
#40 8 20 14 86 13.50 0.135 22194
#200 2 8 5 95 9.00 0.090 14796
FINOS <#200 5.00 0.050 8220
100 1 164399
VOLUMEN= 164399.495
Especificaciones técnicas SUB BASE (Usar la gradación A el valor medio el uso)
REQ CANTERA VOLUM ZARAND
VOLUM ZARAND 238423
M1
GRAVA
>3" 0.00 0.12 0.00 28,610.76 81,063.82
2" 0.00 0.08 0.00 19,073.84
1" 0.00 0.07 0.00 16,689.61 64851.056
3/4" 0.00 0.07 0.00 16,689.61
3/8" 86,309.73 0.09 958,997.05 21,458.07 64,851.66
#4 12,329.96 0.06 205,499.37 14,305.38
ARENA #10 20,549.94 0.13 158,076.44 30,994.99
#40 22,193.93 0.17 130,552.54 40,531.91
#200 14,795.95 0.15 98,639.70 35,763.45
FINOS <#200 8,219.97 0.06 136,999.58 14,305.38
164399.5 1