CARTERA Vias Afirmado
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cartera de nivelación para pavimentacion de vias para proyecto urbanistico
Transcript of CARTERA Vias Afirmado
-
d-transversallectura cota diseo difere cotaspromedio area volumen
-3 0.26 100.507 100.64 0.133
0 0.09 100.677 100.7 0.023
3 0.105 100.662 100.76 0.098
-3 0.823 99.944 100.143 0.199
0 0.735 100.032 100.203 0.171
3 0.79 99.977 100.263 0.286
-3 1.185 99.582 99.646 0.064
0 1.145 99.622 99.706 0.084
3 1.155 99.612 99.766 0.154
-3 1.59 99.177 99.149 0
0 1.56 99.207 99.209 0.002
3 1.48 99.287 99.269 0
-3 2.18 98.587 98.652 0.065
0 2.195 98.572 98.712 0.14
3 2.21 98.557 98.772 0.215
-3 2.78 97.987 98.155 0.168
0 2.765 98.002 98.215 0.213
3 2.84 97.927 98.275 0.348 13.12
-3 3.25 97.517 97.658 0.141
0 3.21 97.557 97.718 0.161
3 3.27 97.497 97.778 0.281
-3 3.75 97.017 97.161 0.144
0 3.71 97.057 97.221 0.164
3 3.76 97.007 97.281 0.274
-3 4.15 96.617 96.664 0.047
0 4.09 96.677 96.724 0.047
3 4.15 96.617 96.784 0.167
-3 4.85 95.917 96.167 0.25
0 4.55 96.217 96.227 0.01
3 4.33 96.437 96.287 0
75.84
cota diseo difere cotaspromedio area volumen
-3 1.65 99.117 99.209 0.092
0 1.49 99.277 99.269 0
3 1.405 99.362 99.329 0
-3 1.305 99.462 99.453 0
0 1.235 99.532 99.513 0
3 1.17 99.597 99.573 0
0.1840.92
ABS 10 -
0
0
CARRERA 1
V+ 0.768
ABS 0 0.0307
ABS 80 0.0870
0.522
5.21
ABS 90 0.0867
0.52
ABS 60 0.1943
1.166
11.65
ABS 70 0.1940
1.164
8.43
11.49
ABS 50 0.2430
1.458
3.04
ABS 30 0.0007
0.004
4.22
ABS 40 0.1400
0.84
9.1
ABS 10 0.2187
1.312
9.58
ABS 20 0.1007
0.604
hi 100.767
ABS 0 0.0847
0.508
CARTERA
CALLE 1
BM 100
V+ 0.767
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-3 1.05 99.717 99.696 0
0 0.9 99.867 99.756 0
3 0.905 99.862 99.816 0
-3 0.845 99.922 99.889 0
0 0.73 100.037 99.949 0
3 0.66 100.107 100.009 0
-3 0.93 99.837 99.917 0.080
0 0.79 99.977 99.977 0.000
3 0.76 100.007 100.037 0.030
-3 0.96 99.807 99.857 0.050
0 0.85 99.917 99.917 0.000
3 0.81 99.957 99.977 0.020
-3 0.86 99.907 99.947 0.040
0 0.77 99.997 100.007 0.010
3 0.72 100.047 100.067 0.020
-3 0.861 99.906 100.0415 0.136
0 0.76 100.007 100.1015 0.095
3 0.7 100.067 100.1615 0.095
-3 0.756 100.011 100.136 0.125
0 0.64 100.127 100.196 0.069
3 0.6 100.167 100.256 0.089
-3 0.591 100.176 100.1927 0.017
0 0.51 100.257 100.2527 -
3 0.45 100.317 100.3127 -
ABS 89
18.3372
cota diseo difere cotaspromedio area volumen
-3 1.66 99.892 99.829 0
0 1.656 99.896 99.889 0
3 1.72 99.832 99.949 0.117
-3 2.7 98.852 99.02475 0.17275
0 2.59 98.962 99.08475 0.12275
3 2.65 98.902 99.14475 0.24275
-3 3.34 98.212 98.2705 0.0585
0 3.29 98.262 98.3305 0.0685
3 3.35 98.202 98.3905 0.1885
-3 4.09 97.462 97.56625 0.10425
0 4.04 97.512 97.62625 0.11425
3 4.02 97.532 97.68625 0.15425
-3 4.6 96.952 96.912 0
0 4.63 96.922 96.972 0.05
3 4.68 96.872 97.032 0.16
0.649
0.0700
0.42
2.1
0.1052
0.631
6.8825
ABS 30 0.1242
0.7455
5.8275
ABS 40
0.0390
0.234
6.5525
ABS 10 0.1794
1.0765
8.5375
ABS 20
CALLE 2
V+ 1.552
hi 101.552
ABS 0
0.57 3.00
ABS 86 0.0056
0.03
0.1002CALLE 4
0.143.945
ABS 70 0.1082
6.08
ABS 80 0.0943
0.221.8
ABS 50 0.0233
0.14
1.4
ABS 60 0.0233
00
ABS 30 -
0
1.1
ABS 40 0.0367
0
ABS 20 -
-
-3 4.93 96.622 96.15775 0
0 4.95 96.602 96.21775 0 21.6
3 5.04 96.512 96.27775 0
-3 5.16 96.392 95.830625 0
0 5.17 96.382 95.890625 0
3 5.09 96.462 95.950625 0
0
cota diseo difere cotaspromedio area volumen
-3 1.79 99.762 99.829 0.067
0 1.8 99.752 99.889 0.137
3 1.79 99.762 99.949 0.187
-3 2.4 99.152 99.153 0.001
0 2.45 99.102 99.213 0.111
3 2.47 99.082 99.273 0.191
-3 3 98.552 98.477 0
0 2.95 98.602 98.537 0
3 3.1 98.452 98.597 0.145
-3 3.71 97.842 97.801 0
0 3.7 97.852 97.861 0.009
3 3.78 97.772 97.921 0.149
-3 4.7 96.852 97.125 0.273
0 4.7 96.852 97.185 0.333
3 4.7 96.852 97.245 0.393
-3 5.09 96.462 96.449 0
0 5.03 96.522 96.509 0
3 5.18 96.372 96.569 0.197
37.98
cota diseo difere cotaspromedio area volumen
-3 0.24 101.706 101.726 0.020
0 0.24 101.706 101.786 0.080
3 0.25 101.696 101.846 0.150
-3 0.905 101.041 101.1548 0.114
0 0.865 101.081 101.2148 0.134
3 0.92 101.026 101.2748 0.249
-3 1.312 100.634 100.6636 0.030
0 1.275 100.671 100.7236 0.053
3 1.32 100.626 100.7836 0.158
-3 1.69 100.256 100.2527 -
0 1.69 100.256 100.3127 0.057
3 1.75 100.196 100.3727 0.177
se
reempl
azaron
20 cm
x 6 *18
ABS 20 0.080
0.480
4.732
ABS 30 0.078
0.467
2.334
ABS 0 0.083
0.500
7.464
ABS 10 0.165
0.993
7.362
CALLE 4
V+ 1.946
hi 101.946
1.998
11.96
ABS 50 0.0657
0.394
0.29
3.03
ABS 30 0.0527
0.316
11.57
ABS 40 0.3330
0.782
6.94
ABS 10 0.1010
0.606
4.48
ABS 20 0.0483
CALLE 3
V+ 1.552
ABS 0 0.1303
-
0
51.5
2.1
ABS 50 -
0
0
ABS 55
-
-3 2.07 99.876 99.6812 -
0 2.1 99.846 99.7412 -
3 2.11 99.836 99.8012 -
-3 2.72 99.226 99.19 -
0 2.69 99.256 99.25 -
3 2.78 99.166 99.31 0.144
-3 3.53 98.416 98.394 -
0 3.5 98.446 98.454 0.008
3 3.55 98.396 98.514 0.118
-3.5 4.35 97.596 97.598 0.002
0 4.25 97.696 97.658 -
3.5 4.35 97.596 97.718 0.122
-3.8 5.3 96.646 96.802 0.156
0 5.14 96.806 96.862 0.056
3.8 5.19 96.756 96.922 0.166
-3.8 5.89 96.056 96.006 -
0 5.88 96.066 96.066 -
3.8 5.99 95.956 96.126 0.170
39.761
223.419
ABS 80 0.126
0.958
4.788
ABS 90 0.057
-
ABS 60 0.042
0.252
2.707
ABS 70 0.041
0.289
6.235
ABS 40 -
-
1.440
ABS 50 0.048
0.288
2.700
2.334
