elmod 6 - reportes
DESCRIPTION
Serie de reportes de ElmodTRANSCRIPT
ELMOD 6 - Statistics Report - 09 de abril de 2015
REPORTE ELMOD 6 - CUADROS RESUMEN
ITEM TRAMO DROP PROMEDIO
RETROCALCULO DE MODULOS DINAMICOS
Modulo Dinamico, E1 (Mpa) 2 2 47.50 64.30 85.00 2,476.00 1.84
Modulo Dinamico, E2 (Mpa) 2 2 47.50 64.30 85.00 5,939.00 2.08
Modulo Dinamico, E3 (Mpa) 2 2 47.50 64.30 85.00 120.00 1.99
ANALISIS DE DISEÑO POR DEFLECTOMETRIA
Vida Remanente (años) 2 2 47.50 64.30 85.00 26.40 2.22
Espesor de Refuerzo (mm.) 2 2 47.50 64.30 85.00 11.40 29.79
DEFLEXIONES Y CARGAS APLICADAS
ESTACION INICIAL
ESTACION FINAL
PUNTO DE ANALISIS
DESVIACION ESTANDAR
ELMOD 6 - Statistics Report - 09 de abril de 2015
REPORTE ELMOD 6 - CUADROS RESUMEN
MODULO DINAMICOS DE LAS CAPAS DE PAVIMENTO
RESPUESTA DEL PAVIMENTO - ESFUERZO TRANSVERSAL
ESPESORES DE REFUERZO Y VIDA REMANENTE DEL PAVIMENTO APLICANDO REFUERZO
ELMOD 6 - Statistics Report - 09 de abril de 2015
REPORTE ELMOD 6 - CUADROS RESUMEN
VIDA REMANENTE DE CADA CAPA
ELMOD 6 - Moduli Report - 09 de abril de 2015
REPORTE ELMOD 6 - MODULOS DINAMICOS
ESTACIONESPESOR DE CAPA (mm.) MODULO DINAMICO (Mpa) NO LINEALIDAD
H1 H2 E1 E2 E3 CO N
47+500.0 100.00 200.00 2,274.00 9,000.00 31.00 6.00 -0.72 -x-
47+700.0 100.00 200.00 3,447.00 2,468.00 80.00 47.00 -0.41 -x-
47+900.0 100.00 200.00 2,837.00 3,817.00 76.00 45.00 -0.35 -x-
48+100.0 100.00 200.00 1,972.00 6,979.00 64.00 29.00 -0.45 -x-
48+300.0 100.00 200.00 325.00 9,000.00 191.00 191.00 0.00 -x-
48+500.0 100.00 200.00 4,000.00 9,000.00 463.00 463.00 0.00 -x-
48+700.0 100.00 200.00 361.00 9,000.00 218.00 218.00 0.00 -x-
48+900.0 100.00 200.00 4,000.00 9,000.00 135.00 68.00 -0.46 -x-
49+100.0 100.00 200.00 4,000.00 9,000.00 353.00 353.00 0.00 -x-
49+300.0 100.00 200.00 4,000.00 9,000.00 246.00 246.00 0.00 -x-
49+500.0 100.00 200.00 4,000.00 9,000.00 370.00 370.00 0.00 -x-
49+700.0 100.00 200.00 4,000.00 9,000.00 176.00 123.00 -0.24 -x-
49+900.0 100.00 200.00 4,000.00 9,000.00 368.00 368.00 0.00 -x-
50+100.0 100.00 200.00 4,000.00 9,000.00 140.00 89.00 -0.29 -x-
50+300.0 100.00 200.00 1,167.00 2,285.00 75.00 50.00 -0.38 -x-
50+500.0 100.00 200.00 1,226.00 9,000.00 110.00 76.00 -0.22 -x-
50+700.0 100.00 200.00 1,168.00 9,000.00 43.00 15.00 -0.51 -x-
50+900.0 100.00 200.00 665.00 9,000.00 68.00 28.00 -0.55 -x-
51+100.0 100.00 200.00 4,000.00 9,000.00 308.00 308.00 0.00 -x-
PROF. DE ROCA (mm.)
ELMOD 6 - Moduli Report - 09 de abril de 2015
REPORTE ELMOD 6 - MODULOS DINAMICOS
ESTACIONESPESOR DE CAPA (mm.) MODULO DINAMICO (Mpa) NO LINEALIDAD
H1 H2 E1 E2 E3 CO N
PROF. DE ROCA (mm.)
51+300.0 100.00 200.00 4,000.00 9,000.00 59.00 14.00 -0.79 -x-
51+500.0 100.00 200.00 1,822.00 6,257.00 75.00 44.00 -0.32 -x-
51+700.0 100.00 200.00 3,927.00 9,000.00 321.00 290.00 -0.08 -x-
51+901.0 100.00 200.00 3,391.00 4,035.00 180.00 165.00 -0.07 -x-
52+100.0 100.00 200.00 1,767.00 4,553.00 107.00 94.00 -0.09 -x-
52+300.0 100.00 200.00 590.00 9,000.00 88.00 48.00 -0.40 -x-
52+500.0 100.00 200.00 1,102.00 9,000.00 163.00 92.00 -0.49 -x-
52+700.0 100.00 200.00 800.00 9,000.00 50.00 13.00 -0.78 -x-
52+900.0 100.00 200.00 4,000.00 9,000.00 756.00 756.00 0.00 -x-
53+100.0 100.00 200.00 2,196.00 9,000.00 63.00 28.00 -0.42 -x-
53+300.0 100.00 200.00 3,980.00 3,134.00 230.00 227.00 -0.01 -x-
53+500.0 100.00 200.00 4,000.00 9,000.00 161.00 78.00 -0.54 -x-
53+700.0 100.00 200.00 4,000.00 9,000.00 320.00 320.00 0.00 -x-
53+900.0 100.00 200.00 4,000.00 7,509.00 202.00 149.00 -0.23 -x-
54+100.0 100.00 200.00 1,486.00 9,000.00 145.00 120.00 -0.12 -x-
54+300.0 100.00 200.00 2,149.00 7,018.00 112.00 73.00 -0.28 -x-
54+500.0 100.00 200.00 4,000.00 9,000.00 116.00 60.00 -0.40 -x-
54+700.0 100.00 200.00 4,000.00 9,000.00 98.00 98.00 0.00 -x-
54+900.0 100.00 200.00 1,780.00 1,335.00 141.00 132.00 -0.09 -x-
ELMOD 6 - Moduli Report - 09 de abril de 2015
REPORTE ELMOD 6 - MODULOS DINAMICOS
ESTACIONESPESOR DE CAPA (mm.) MODULO DINAMICO (Mpa) NO LINEALIDAD
H1 H2 E1 E2 E3 CO N
PROF. DE ROCA (mm.)
55+100.0 100.00 200.00 4,000.00 9,000.00 119.00 68.00 -0.34 -x-
55+299.0 100.00 200.00 987.00 9,000.00 164.00 140.00 -0.11 -x-
55+500.0 100.00 200.00 4,000.00 9,000.00 318.00 315.00 -0.01 -x-
55+700.0 100.00 200.00 4,000.00 9,000.00 716.00 716.00 0.00 -x-
55+900.0 100.00 200.00 4,000.00 9,000.00 261.00 208.00 -0.18 -x-
56+100.0 100.00 200.00 4,000.00 9,000.00 252.00 250.00 -0.01 -x-
56+300.0 100.00 200.00 4,000.00 9,000.00 340.00 340.00 0.00 -x-
56+500.0 100.00 200.00 4,000.00 9,000.00 405.00 405.00 0.00 -x-
56+700.0 100.00 200.00 4,000.00 9,000.00 627.00 624.00 0.00 -x-
56+900.0 100.00 200.00 4,000.00 9,000.00 287.00 287.00 0.00 -x-
57+100.0 100.00 200.00 4,000.00 9,000.00 345.00 345.00 0.00 -x-
57+300.0 100.00 200.00 4,000.00 9,000.00 221.00 175.00 -0.17 -x-
57+500.0 100.00 200.00 4,000.00 1,356.00 132.00 106.00 -0.25 -x-
57+700.0 100.00 200.00 1,745.00 9,000.00 218.00 180.00 -0.15 -x-
57+900.0 100.00 200.00 1,001.00 9,000.00 199.00 157.00 -0.19 -x-
58+100.0 100.00 200.00 646.00 9,000.00 263.00 232.00 -0.12 -x-
58+300.0 100.00 200.00 4,000.00 9,000.00 370.00 370.00 0.00 -x-
58+500.0 100.00 200.00 4,000.00 9,000.00 231.00 231.00 0.00 -x-
58+700.0 100.00 200.00 2,289.00 2,738.00 135.00 123.00 -0.08 -x-
ELMOD 6 - Moduli Report - 09 de abril de 2015
REPORTE ELMOD 6 - MODULOS DINAMICOS
ESTACIONESPESOR DE CAPA (mm.) MODULO DINAMICO (Mpa) NO LINEALIDAD
H1 H2 E1 E2 E3 CO N
PROF. DE ROCA (mm.)
58+900.0 100.00 200.00 1,800.00 9,000.00 169.00 141.00 -0.12 -x-
59+100.0 100.00 200.00 4,000.00 1,094.00 137.00 120.00 -0.15 -x-
59+300.0 100.00 200.00 2,669.00 3,281.00 98.00 85.00 -0.09 -x-
59+500.0 100.00 200.00 1,218.00 9,000.00 144.00 130.00 -0.06 -x-
59+700.0 100.00 200.00 1,465.00 9,000.00 128.00 97.00 -0.18 -x-
59+900.0 100.00 200.00 4,000.00 1,276.00 267.00 249.00 -0.14 -x-
60+100.0 100.00 200.00 4,000.00 777.00 222.00 222.00 0.00 -x-
60+300.0 100.00 200.00 1,917.00 1,660.00 226.00 226.00 0.00 -x-
60+500.0 100.00 200.00 4,000.00 432.00 290.00 287.00 -0.06 -x-
60+700.0 100.00 200.00 4,000.00 9,000.00 375.00 333.00 -0.11 -x-
60+900.0 100.00 200.00 4,000.00 9,000.00 375.00 341.00 -0.08 -x-
61+100.0 100.00 200.00 2,902.00 1,874.00 62.00 44.00 -0.25 -x-
61+300.0 100.00 200.00 918.00 2,309.00 55.00 38.00 -0.28 -x-
61+500.0 100.00 200.00 1,027.00 2,090.00 158.00 140.00 -0.17 -x-
61+700.0 100.00 200.00 4,000.00 9,000.00 211.00 153.00 -0.23 -x-
61+900.0 100.00 200.00 4,000.00 9,000.00 273.00 227.00 -0.14 -x-
62+100.0 100.00 200.00 2,691.00 964.00 39.00 24.00 -0.36 -x-
62+300.0 100.00 200.00 4,000.00 9,000.00 105.00 81.00 -0.14 -x-
62+500.0 100.00 200.00 1,136.00 4,047.00 106.00 87.00 -0.15 -x-
ELMOD 6 - Moduli Report - 09 de abril de 2015
REPORTE ELMOD 6 - MODULOS DINAMICOS
ESTACIONESPESOR DE CAPA (mm.) MODULO DINAMICO (Mpa) NO LINEALIDAD
H1 H2 E1 E2 E3 CO N
PROF. DE ROCA (mm.)
62+700.0 100.00 200.00 2,991.00 1,050.00 112.00 103.00 -0.10 -x-
62+900.0 100.00 200.00 4,000.00 9,000.00 111.00 69.00 -0.27 -x-
63+100.0 100.00 200.00 1,666.00 3,835.00 83.00 49.00 -0.41 -x-
63+300.0 100.00 200.00 4,000.00 9,000.00 217.00 201.00 -0.05 -x-
63+500.0 100.00 200.00 1,555.00 9,000.00 299.00 281.00 -0.05 -x-
63+701.0 100.00 200.00 1,764.00 3,116.00 68.00 44.00 -0.30 -x-
63+900.0 100.00 200.00 4,000.00 9,000.00 270.00 270.00 0.00 -x-
64+100.0 100.00 200.00 4,000.00 9,000.00 136.00 99.00 -0.19 -x-
64+300.0 100.00 200.00 1,453.00 6,389.00 100.00 77.00 -0.16 -x-
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
ESTACION CAPA STB SLB SVT
47+500.01 0.002069 0.002914 0.707205
9.802 -1.632803 -1.718671 0.010363
47+700.01 -0.002000 -0.011258 0.523039
9.602 -0.434721 -0.505834 0.031684
47+900.01 0.012337 0.007109 0.601977
14.502 -0.617739 -0.701364 0.026399
48+100.01 0.002522 0.003206 0.699069
22.002 -1.031131 -1.131256 0.019045
48+300.01 -0.000068 0.000508 0.781945
135.702 -0.768538 -0.914585 0.037672
48+500.01 0.005492 0.004726 0.659046
1,076.002 -0.373311 -0.464769 0.048279
48+700.01 -0.000061 0.000544 0.780674
167.102 -0.708621 -0.852292 0.040304
48+900.01 0.005780 0.004850 0.655935
172.902 -0.762068 -0.855618 0.024009
49+100.01 0.005606 0.004775 0.657807
713.602 -0.442839 -0.537065 0.041730
49+300.01 0.005839 0.004875 0.655307
428.702 -0.547471 -0.642912 0.034084
49+500.01 0.005164 0.004581 0.662717
750.102 -0.432265 -0.527081 0.043078
49+700.01 0.005492 0.004726 0.659046
264.402 -0.664814 -0.760684 0.028189
49+900.01 0.005381 0.004677 0.660277
754.602 -0.431946 -0.526287 0.042875
50+100.01 0.005549 0.004751 0.658427
182.202 -0.750488 -0.844910 0.024605
50+300.01 0.006190 0.005021 0.651653
4.402 -0.488753 -0.582819 0.037654
50+500.01 0.000582 0.001671 0.743856
73.002 -0.959269 -1.079536 0.024605
50+700.01 0.000568 0.001656 0.744333
13.902 -1.502482 -1.608695 0.013908
50+900.01 0.000096 0.000985 0.765792
25.702 -1.277314 -1.403704 0.019442
51+100.01 0.005381 0.004677 0.660277
579.70
VIDA REMANENTE
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
ESTACION CAPA STB SLB SVTVIDA
REMANENTE51+100.0
2 -0.481719 -0.577425 0.038920579.70
51+300.01 0.005721 0.004825 0.656561
39.902 -1.136073 -1.219960 0.014502
51+500.01 0.002572 0.003237 0.698223
23.502 -0.903073 -1.006078 0.022349
51+700.01 0.004911 0.004466 0.665649
600.802 -0.472766 -0.569380 0.040076
51+900.01 0.014227 0.007628 0.590183
83.702 -0.381805 -0.462726 0.041250
52+100.01 0.004411 0.004231 0.671698
28.502 -0.607098 -0.706487 0.032032
52+300.01 0.000055 0.000898 0.768676
39.902 -1.130899 -1.263061 0.022960
52+500.01 0.000487 0.001562 0.747259
147.702 -0.780619 -0.904673 0.031242
52+700.01 0.000203 0.001174 0.759596
16.002 -1.449011 -1.566120 0.015892
52+900.01 0.005326 0.004653 0.660890
2,399.702 -0.268360 -0.351076 0.061681
53+100.01 0.001942 0.002827 0.709647
34.002 -1.186913 -1.286582 0.016490
53+300.01 0.016460 0.008121 0.530950
98.502 -0.261697 -0.329607 0.050079
53+500.01 0.005721 0.004825 0.656561
238.502 -0.694193 -0.789067 0.026716
53+700.01 0.005721 0.004825 0.656561
621.402 -0.469352 -0.564036 0.039515
53+900.01 0.007601 0.005572 0.638135
250.802 -0.542160 -0.633881 0.033032
54+100.01 0.001025 0.002112 0.730434
134.002 -0.808793 -0.925281 0.028258
54+300.01 0.003167 0.003586 0.688732
65.002 -0.766647 -0.869261 0.026203
54+500.01 0.005326 0.004653 0.660890
127.902 -0.829108 -0.922549 0.022057
54+700.01 0.005007 0.004510 0.664527
93.502 -0.903964 -0.996600 0.020073
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
ESTACION CAPA STB SLB SVTVIDA
REMANENTE
54+900.01 0.006814 -0.001999 0.526796
10.602 -0.201122 -0.263526 0.059731
55+100.01 0.005492 0.004726 0.659046
135.902 -0.815273 -0.908528 0.022383
55+300.01 0.000369 0.001413 0.751927
144.702 -0.782971 -0.909295 0.031736
55+500.01 0.005721 0.004825 0.656561
616.902 -0.470780 -0.565496 0.039407
55+700.01 0.005007 0.004510 0.664527
2,153.202 -0.279905 -0.364399 0.060357
55+900.01 0.005492 0.004726 0.659046
456.702 -0.531936 -0.628099 0.035365
56+100.01 0.005007 0.004510 0.664527
424.102 -0.546172 -0.643676 0.034935
56+300.01 0.005492 0.004726 0.659046
673.502 -0.453157 -0.547926 0.041004
56+500.01 0.005007 0.004510 0.664527
857.002 -0.408560 -0.502761 0.045364
56+700.01 0.005007 0.004510 0.664527
1,721.102 -0.306658 -0.393944 0.056640
56+900.01 0.005164 0.004581 0.662717
516.802 -0.504174 -0.600799 0.037530
57+100.01 0.005436 0.004702 0.659662
684.502 -0.449940 -0.544738 0.041320
57+300.01 0.005272 0.004629 0.661500
359.402 -0.585773 -0.682711 0.032360
57+500.01 -0.321196 -0.355128 0.407097
14.602 -0.191338 -0.242426 0.049978
57+700.01 0.001275 0.002326 0.724098
257.802 -0.637535 -0.752044 0.035318
57+900.01 0.000334 0.001367 0.753393
187.302 -0.704154 -0.830939 0.035501
58+100.01 0.000075 0.000942 0.767220
252.402 -0.613118 -0.744979 0.042787
58+300.01 0.005218 0.004605 0.662109
753.902 -0.431537 -0.526211 0.043083
58+500.01 0.005272 0.004629 0.661500
382.30
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
ESTACION CAPA STB SLB SVTVIDA
REMANENTE58+500.0
2 -0.571136 -0.668061 0.033189382.30
58+700.01 0.014255 0.007635 0.590017
24.902 -0.359791 -0.439970 0.043389
58+900.01 0.001289 0.002338 0.723744
180.802 -0.736438 -0.850938 0.030509
59+100.01 -0.406312 -0.450087 0.381463
12.402 -0.154693 -0.200894 0.054857
59+300.01 0.013314 0.007383 0.595736
17.902 -0.490639 -0.574004 0.033077
59+500.01 0.000581 0.001670 0.743880
120.702 -0.830784 -0.952916 0.028870
59+700.01 0.000861 0.001959 0.735035
103.602 -0.870060 -0.987698 0.026527
59+900.01 -0.313564 -0.346688 0.409489
32.402 -0.103189 -0.145084 0.071847
60+100.01 -0.575020 -0.643225 0.335766
9.502 -0.069297 -0.102195 0.075317
60+300.01 0.022811 0.009547 0.547416
33.502 -0.169291 -0.229100 0.068362
60+500.01 -0.916925 -1.058269 0.260524
2.602 -0.009915 -0.028945 0.093682
60+700.01 0.005111 0.004557 0.663322
766.002 -0.428338 -0.523126 0.043474
60+900.01 0.005164 0.004581 0.662717
767.002 -0.428298 -0.522970 0.043420
61+100.01 -0.034627 -0.045632 0.509442
3.802 -0.421550 -0.490566 0.031677
61+300.01 0.004356 0.004204 0.672395
2.202 -0.606639 -0.706202 0.032114
61+500.01 0.005366 0.004670 0.660448
17.102 -0.288855 -0.373828 0.058628
61+700.01 0.004608 0.004325 0.669272
324.402 -0.607272 -0.706059 0.031823
61+900.01 0.005111 0.004557 0.663322
479.902 -0.519570 -0.616543 0.036538
62+100.01 -0.252461 -0.279537 0.429225
0.602 -0.348018 -0.405445 0.031689
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
ESTACION CAPA STB SLB SVTVIDA
REMANENTE
62+300.01 0.004754 0.004393 0.667506
104.502 -0.876595 -0.970758 0.021035
62+500.01 0.002103 0.002937 0.706555
18.902 -0.595496 -0.704142 0.035833
62+700.01 -0.210979 -0.234357 0.443252
5.902 -0.184875 -0.238743 0.054811
62+900.01 0.004955 0.004486 0.665126
115.702 -0.852202 -0.946277 0.021611
63+100.01 0.004487 0.004267 0.670761
12.602 -0.638021 -0.737067 0.030366
63+300.01 0.005381 0.004677 0.660277
350.302 -0.592450 -0.689094 0.031893
63+500.01 0.000949 0.002043 0.732509
389.102 -0.534747 -0.649915 0.042631
63+700.01 0.007343 0.005476 0.640476
6.802 -0.612602 -0.704579 0.029319
63+900.01 0.005326 0.004653 0.660890
475.702 -0.522387 -0.618860 0.036141
64+100.01 0.004656 0.004348 0.668685
165.602 -0.770092 -0.866896 0.024593
64+300.01 0.001874 0.002780 0.710989
38.702 -0.800082 -0.909384 0.026772
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
50.00
41.00
19.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
81.00
0.00
25.00
0.00
0.00
ESPESOR DE REFUERZO
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
ESPESOR DE REFUERZO
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
13.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
ESPESOR DE REFUERZO
34.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
19.00
0.00
0.00
0.00
0.00
0.00
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
ESPESOR DE REFUERZO
0.00
0.00
0.00
25.00
6.00
0.00
0.00
0.00
25.00
0.00
78.00
0.00
0.00
91.00
119.00
9.00
0.00
0.00
184.00
STB: Stress Transverse Bottom _x000D_SLB: Stress Longitudinal Bottom _x000D_SVT: Stress Vertical TopELMOD 6 - Design Report - 09 de abril de 2015
REPORTE ELMOD 6 - RESULTADOS DE DISEÑO
ESPESOR DE REFUERZO
0.00
3.00
63.00
0.00
25.00
0.00
0.00
63.00
0.00
0.00
0.00