CANTERA QUICACAN

TAMIZ DIÁMETRO PESO % RETENIDO % RETENIDO % QUE

Nº (mm) RETENIDO PARCIAL ACUMULADO PASA

3" 76.200

2 1/2" 63.500

2" 50.800

1 1/4" 31.750 0 0.00 0.00 100.001" 25.400 0 0.00 0.00 100.00

3/4" 19.050 0 0.00 0.00 100.001/2" 12.700 88 3.39 3.39 96.613/8" 9.525 269 357 10.37 13.76 86.241/4" 6.350 366 14.10 27.86 72.14No 4 4.760 192 558 7.40 35.26 64.74No 8 2.380 490 18.88 54.14 45.86

No 10 2.000 90 580 3.47 57.61 42.39No 16 1.190 273 10.52 68.13 31.87No 20 0.840 135 5.20 73.33 26.67No 30 0.590 129 4.97 78.30 21.70No 40 0.426 82 619 3.16 81.46 18.54No 50 0.297 78 3.01 84.47 15.53No 60 0.250 32 1.23 85.70 14.30No 80 0.177 71 2.74 88.44 11.56

No 100 0.149 36 1.39 89.83 10.17No 200 0.074 197 414 7.59 97.42 2.58

CAZOLETA 0.000 67 2.58 100.00 0.00TOTAL 2595

CANTERA QUICACAN

TAMIZ DIÁMETRO PESO % RETENIDO % RETENIDO % QUE

Nº (mm) RETENIDO PARCIAL ACUMULADO PASA

1 1/4" 31.750 0 0.00 0.00 0.001" 25.400 0 0.00 0.00 0.00

3/4" 19.050 0 0.00 0.00 0.001/2" 0 0.00 11.60 0.003/8" 9.525 0 0.00 18.80 0.00No 4 4.760 0 0.00 34.10 0.00

No 10 2.000 0 0.00 49.20 0.00No 40 0.426 0 0.00 68.20 0.00

No 200 0.074 0 0.00 81.10 0.00263.00

Ma = 2.63

2.63 x Ma + 5.40 x Mb

Ma + Mb

A = 2.63 5.40 2.63 11 1 5.40 1

7.9169 15.202 3.9307172 -215.202 30.16 -1.98125872 1

R = 59.57 % cantera Quicacan = 59.5740.43 % cantera La Moras = 40.43

At =

𝑅=[𝐴^𝑡∗𝐴]^(−1)∗[𝐴^𝑡∗𝐵]

[𝐴^𝑡∗𝐴]= [𝐴^𝑡∗𝐴]^(−1) □(=)

CANTERA LAS MORAS

PESO % RETENIDO % RETENIDO % QUE

RETENIDO PARCIAL ACUMULADO PASA

0 0 0.00 0.00 100.00215 215 5.38 5.38 94.63280 280 7.00 12.38 87.63488 12.20 24.58 75.43353 841 8.83 33.40 66.60406 10.15 43.55 56.45193 599 4.83 48.38 51.63 915 1680.000492 12.30 60.68 39.33105 597 2.63 63.30 36.70420 10.50 73.80 26.20300 7.50 81.30 18.70315 7.88 89.18 10.83122 1157 3.05 92.23 7.78

96 2.40 94.63 5.3824 0.60 95.23 4.7847 1.18 96.40 3.6021 0.53 96.93 3.0882 270 2.05 98.98 1.0341 1.03 100.00 0.00

4000

CANTERA LAS MORAS

PESO % RETENIDO % RETENIDO % QUE

RETENIDO PARCIAL ACUMULADO PASA

0 0.00 0.00 0.000 0.00 0.00 0.000 0.00 0.00 0.000 0.00 60.00 0.000 0.00 85.00 0.000 0.00 45.00 0.000 0.00 100.00 0.000 0.00 100.00 0.000 0.00 100.00 0.00

540.00

Mb = 5.40

= 3.75(100)

= 100%

B = 375 F= 7.6729 mm/gr100 S= 0.13032882 gr/mm

DesplazamientoA= 1086.25 mm

1086.25 B= 2125 mm2125

𝑅=[𝐴^𝑡∗𝐴]^(−1)∗[𝐴^𝑡∗𝐵]

[𝐴^𝑡∗𝐵]=

1935 2065.000

CANTERA A

TAMIZ DIÁMETRO PESO % RETENIDO % RETENIDO % QUE

Nº (mm) RETENIDO PARCIAL ACUMULADO PASA

3" 76.200

2 1/2" 63.500

2" 50.800 826.7 0.00 0.00 100.001 1/2" 31.750 1064.1 1890.8 14.88 14.88 85.12

1" 25.400 467.9 467.9 6.54 21.42 78.583/4" 19.050 312 312 4.36 25.78 74.221/2" 12.700 366.4 #DIV/0! #DIV/0! #DIV/0!3/8" 9.525 273.3 639.7 3.82 #DIV/0! #DIV/0!1/4" 6.350 295.7 #DIV/0! #DIV/0! #DIV/0!No 4 4.760 210 505.7 2.94 #DIV/0! #DIV/0!No 8 2.380 #DIV/0! #DIV/0! #DIV/0!

No 10 2.000 555.4 555.4 7.77 #DIV/0! #DIV/0!No 16 1.190 #DIV/0! #DIV/0! #DIV/0!No 20 0.840 701.7 #DIV/0! #DIV/0! #DIV/0!No 30 0.590 332 #DIV/0! #DIV/0! #DIV/0!No 40 0.426 332.8 1366.5 4.65 #DIV/0! #DIV/0!No 50 0.297 237.9 #DIV/0! #DIV/0! #DIV/0!No 60 0.250 110.5 #DIV/0! #DIV/0! #DIV/0!No 80 0.177 #DIV/0! #DIV/0! #DIV/0!

No 100 0.149 124.7 #DIV/0! #DIV/0! #DIV/0!No 200 0.074 17.4 490.5 0.24 #DIV/0! #DIV/0!

CAZOLETA 0.000 921 #DIV/0! #DIV/0! #DIV/0!TOTAL

CANTERA QUICACAN

TAMIZ DIÁMETRO PESO % RETENIDO % RETENIDO % QUE

Nº (mm) RETENIDO PARCIAL ACUMULADO PASA

1 1/2" 31.750 0 14.88 85.12 0.001" 25.400 0 6.54 93.46 0.00

3/4" 19.050 0 4.36 95.64 0.003/8" 9.525 0 3.82 96.18 0.00No 4 4.760 0 2.94 97.06 0.00

No 10 2.000 0 7.77 92.23 0.00No 40 0.426 0 4.65 95.35 0.00

No 200 0.074 0 0.24 99.76 0.00754.80

Ma = 7.55

7.55 x Ma + 4.74 x Mb

Ma + Mb

A = 7.55 4.74 7.55 11 1 4.74 1

57.972304 36.8137504 2.99227994 -536.8137504 23.513127 -4.68491693 7

R = -35.49 % cantera A = -35.49135.49 % cantera B = 135.49

At =

𝑅=[𝐴^𝑡∗𝐴]^(−1)∗[𝐴^𝑡∗𝐵]

[𝐴^𝑡∗𝐴]= [𝐴^𝑡∗𝐴]^(−1) □(=)

CANTERA B

PESO % RETENIDO % RETENIDO % QUE

RETENIDO PARCIAL ACUMULADO PASA

0 0 0.00 0.00 100.000 0.00 0.00 100.000 0.00 0.00 100.00

187 8.65 8.65 91.35128 315 #DIV/0! #DIV/0! #DIV/0!148 #DIV/0! #DIV/0! #DIV/0!120 268 #DIV/0! #DIV/0! #DIV/0! 2989.4 3333.400

#DIV/0! #DIV/0! #DIV/0!263 263 #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!200 #DIV/0! #DIV/0! #DIV/0!

95 #DIV/0! #DIV/0! #DIV/0!37 332 #DIV/0! #DIV/0! #DIV/0!30 #DIV/0! #DIV/0! #DIV/0!17 #DIV/0! #DIV/0! #DIV/0!

#DIV/0! #DIV/0! #DIV/0!14 #DIV/0! #DIV/0! #DIV/0!

4 65 #DIV/0! #DIV/0! #DIV/0!920 #DIV/0! #DIV/0! #DIV/0!

CANTERA LAS MORAS

PESO % RETENIDO % RETENIDO % QUE

RETENIDO PARCIAL ACUMULADO PASA

0 0.00 0.00 0.000 0.00 0.00 0.000 0.00 0.00 0.000 5.92 94.08 0.000 5.55 94.45 0.000 12.16 87.84 0.000 1.71 98.29 0.000 0.18 99.82 0.00

474.48

Mb = 4.74

= 3.75(100)

= 100%

B = 375 F= 7.85793024 mm/gr100 S=k 0.12725997 gr/mm

DesplazamientoA= 2930.5 mm

2930.5 B= 1879.3 mm1879.3

𝑅=[𝐴^𝑡∗𝐴]^(−1)∗[𝐴^𝑡∗𝐵]

[𝐴^𝑡∗𝐵]=

583 1580.000