PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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Project: VILLAPEREZ Processed: Wednesday, 18 de January de 2010 10:36 WAVE 2.30Page 1 BLSUM.TXT From Station To Station Solution Type Slope Distance Ratio Reference From Ant. Ht. To Ant. Ht. (meters) Variance (meas. meters) (meas. meters) 1.1 171 N18 L1 code 837.495 1.133 1.605 1.533 1.2 171 N18 Iono free triple 837.427 0.446 1.605 1.533 1.3 171 N18 P/C1 Lw Ln float 837.370 1.568 1.605 1.533 1.4 171 N18 L1 fixed 837.464 28.0 13.930 1.605 1.533 2.1 N18 613 L1 code 1294.227 0.441 1.533 1.601 2.2 N18 613 Iono free triple 1294.223 0.436 1.533 1.601 2.3 N18 613 P/C1 Lw Ln float 1294.052 1.391 1.533 1.601 2.4 N18 613 L1 fixed 1294.088 18.2 2.868 1.533 1.601 3.1 N18 194 L1 code 1607.033 0.389 1.533 1.510 3.2 N18 194 Iono free triple 1607.027 0.212 1.533 1.510 3.3 N18 194 P/C1 Lw Ln float 1607.075 0.843 1.533 1.510 3.4 N18 194 L1 fixed 1607.147 12.4 2.254 1.533 1.510 4.1 N18 190 L1 code 1500.058 0.439 1.533 1.529 4.2 N18 190 Iono free triple 1500.082 0.355 1.533 1.529 4.3 N18 190 P/C1 Lw Ln float 1500.382 0.696 1.533 1.529 4.4 N18 190 L1 fixed 1500.353 39.3 1.665 1.533 1.529 5.1 N18 N6 L1 code 1366.970 0.465 1.850 1.593 5.2 N18 N6 Iono free triple 1366.927 0.471 1.850 1.593 5.3 N18 N6 P/C1 Lw Ln float 1366.923 1.543 1.850 1.593 5.4 N18 N6 L1 fixed 1366.905 10.9 2.986 1.850 1.593 6.1 N18 N3 L1 code 1653.720 0.494 1.850 1.599 6.2 N18 N3 Iono free triple 1653.622 0.572 1.850 1.599 6.3 N18 N3 P/C1 Lw Ln float 1653.515 2.363 1.850 1.599 6.4 N18 N3 L1 fixed 1653.572 14.9 4.560 1.850 1.599 7.1 N18 N4 L1 code 1577.435 0.681 1.736 1.399 7.2 N18 N4 Iono free triple 1577.389 0.357 1.736 1.399 7.3 N18 N4 P/C1 Lw Ln float 1577.238 1.229 1.736 1.399 7.4 N18 N4 L1 fixed 1577.356 11.0 12.121 1.736 1.399 8.1 N18 N2 L1 code 1746.291 0.513 1.736 1.585 8.2 N18 N2 Iono free triple 1746.363 0.289 1.736 1.585 8.3 N18 N2 P/C1 Lw Ln float 1746.538 1.869 1.736 1.585 8.4 N18 N2 L1 fixed 1746.289 14.6 3.705 1.736 1.585 9.1 N18 N1 L1 code 1810.334 0.420 1.736 1.538 9.2 N18 N1 Iono free triple 1810.247 0.469 1.736 1.538 9.3 N18 N1 P/C1 Lw Ln float 1810.061 1.010 1.736 1.538 9.4 N18 N1 L1 fixed 1810.108 20.5 3.341 1.736 1.538 10.1 N18 N19 L1 code 169.431 3.885 1.800 1.599 10.2 N18 N19 Iono free triple 169.778 2.322 1.800 1.599 10.3 N18 N19 P/C1 Lw Ln float 169.824 8.811 1.800 1.599 10.4 N18 N19 L1 fixed 169.391 7.0 31.458 1.800 1.599 11.1 N18 N20 L1 code 101.556 0.411 1.800 1.558 11.2 N18 N20 Iono free triple 101.604 0.245 1.800 1.558 11.3 N18 N20 P/C1 Lw Ln float 101.679 0.488 1.800 1.558 11.4 N18 N20 L1 fixed 101.688 49.1 0.599 1.800 1.558 12.1 N18 N17 L1 code 86.096 0.329 1.800 1.587 12.2 N18 N17 Iono free triple 86.086 0.157 1.800 1.587 12.3 N18 N17 P/C1 Lw Ln float 86.105 0.455 1.800 1.587 12.4 N18 N17 L1 fixed 86.145 71.8 0.868 1.800 1.587 13.1 N18 N15 L1 code 226.182 0.416 1.800 1.631 13.2 N18 N15 Iono free triple 226.174 0.225 1.800 1.631 Página 1
BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln float 226.031 0.733 1.800 1.631 13.4 N18 N15 L1 fixed 226.128 31.8 1.221 1.800 1.631 14.1 N18 N16 L1 code 146.252 0.414 1.800 1.582 14.2 N18 N16 Iono free triple 146.242 0.201 1.800 1.582 14.3 N18 N16 P/C1 Lw Ln float 146.200 0.923 1.800 1.582 14.4 N18 N16 L1 fixed 146.176 30.1 1.169 1.800 1.582 15.1 N18 N5 L1 code 1500.841 3.289 1.800 1.562 15.2 N18 N5 Iono free triple 1500.380 0.300 1.800 1.562 15.3 N18 N5 P/C1 Lw Ln float 1500.327 2.684 1.800 1.562 15.4 N18 N5 L1 fixed 1500.005 5.2 5.072 1.800 1.562 16.1 N18 N14 L1 code 304.189 0.737 1.800 1.666 16.2 N18 N14 Iono free triple 304.228 0.462 1.800 1.666 16.3 N18 N14 P/C1 Lw Ln float 304.032 1.696 1.800 1.666 16.4 N18 N14 L1 fixed 304.124 12.6 3.139 1.800 1.666 17.1 N18 N13 L1 code 373.878 0.536 1.800 1.598 17.2 N18 N13 Iono free triple 373.859 0.502 1.800 1.598 17.3 N18 N13 P/C1 Lw Ln float 373.832 1.289 1.800 1.598 17.4 N18 N13 L1 fixed 373.746 26.8 2.149 1.800 1.598 18.1 N18 N12 L1 code 439.278 0.545 1.800 1.611 18.2 N18 N12 Iono free triple 439.266 0.235 1.800 1.611 18.3 N18 N12 P/C1 Lw Ln float 439.336 1.160 1.800 1.611 18.4 N18 N12 L1 fixed 439.159 18.1 3.255 1.800 1.611 19.1 N18 N11 L1 code 730.073 0.389 1.800 1.563 19.2 N18 N11 Iono free triple 730.056 0.263 1.800 1.563 19.3 N18 N11 P/C1 Lw Ln float 730.104 0.608 1.800 1.563 19.4 N18 N11 L1 fixed 729.950 10.8 1.232 1.800 1.563 20.1 N18 N9 L1 code 833.704 0.462 1.800 1.590 20.2 N18 N9 Iono free triple 833.559 0.249 1.800 1.590 20.3 N18 N9 P/C1 Lw Ln float 833.420 0.615 1.800 1.590 20.4 N18 N9 L1 fixed 833.479 17.1 1.038 1.800 1.590 21.1 N18 N8 L1 code 868.779 0.324 1.800 1.578 21.2 N18 N8 Iono free triple 868.738 0.128 1.800 1.578 21.3 N18 N8 P/C1 Lw Ln float 868.588 0.845 1.800 1.578 21.4 N18 N8 L1 fixed 868.670 42.1 1.835 1.800 1.578 22.1 N18 N7 L1 code 1018.907 0.465 1.800 1.532 22.2 N18 N7 Iono free triple 1018.909 0.240 1.800 1.532 22.3 N18 N7 P/C1 Lw Ln float 1018.817 0.851 1.800 1.532 22.4 N18 N7 L1 fixed 1018.796 30.1 1.407 1.800 1.532 Página 2
Page 1 and 2: AYUNTAMIENTO DE OVIEDO PROYECTO DE
Page 3 and 4: MEMORIA ACONDICIONAMIENTO DE MÁRGE
Page 21 and 22: 1.- ANTECEDENTES PROYECTO DE “ACO
Page 23 and 24: PROYECTO DE “ACONDICIONAMIENTO DE
Page 31 and 32: **** Adjusted Coordinates **** Proj
Page 35: PROYECTO DE “ACONDICIONAMIENTO DE
Page 39 and 40: ACTIVITY.LOG 9 2.939220e-004 10 5.8
Page 41 and 42: CLOSURES.LOG CLOSURES LOG NETWORK =
Page 43 and 44: BIGRESID.LOG 1 N18 -**- -3.9933m 0.
Page 45 and 46: SUMMARY OF COVARIANCES NETWORK = VI
Page 47 and 48: COVAR.LOG 194 311ø02'02" 0.12" 160
Page 49 and 50: COVAR.LOG N11 349ø26'51" 1.19" 105
Page 51 and 52: COVAR.LOG N5 -2.6127m 0.0073m -**-
Page 53 and 54: COVAR.LOG N20 320ø49'02" 0.39" 767
Page 57 and 58: COORDS.LOG 13 N18 Y= 4807932.1409 +
Page 59 and 60: LISTADO DE BASES DE REPLANTEO Siste
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Punto X Y Z Nombre 51 271562.298 48
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Punto X Y Z Nombre 1022 271929.859
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ACONDICIONAMIENTO DE MÁRGENES DEL
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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• Franja móvil Intermedia • Su
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5.2 CUATERNARIO QR: Rellenos antró
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6.1.3 Resistencia por fuste ACONDIC
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REFERENCIA HULE0020 SONDEO 1 PROFUN
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REFERENCIA HULE0040 SONDEO 1 PROFUN
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Félix Aramburu 4-6 1º, 33007 - Ov
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LÍMIT NORM RENCIA: ZACIÖN: OBRA:
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PUENTE SOBRE EL NORA A continuació
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PESO PROPIO CARGAS MUERTAS ACONDICI
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VIENTO ACONDICIONAMIENTO DE MÁRGEN
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MATERIALES ACONDICIONAMIENTO DE MÁ
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Vano 1 Viga 1 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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5.1.3 Materiales Hormigón de las v
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Carro de cargas ---------------- AC
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Vano 1 Viga 3 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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Vano 1 Viga 4 ------------------ AC
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Vano 1 Viga 2 ------------------ AC
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MODULO DE CALCULO MATRICIAL =======
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ELS ACONDICIONAMIENTO DE MÁRGENES
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6.3 CIMENTACIÓN ACONDICIONAMIENTO
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7.4 CONCLUSIÓN (mm). ACONDICIONAMI
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1.- INTRODUCCIÓN ACONDICIONAMIENTO
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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Leyenda ACONDICIONAMIENTO DE MÁRGE
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8.1 FLEXIÓN ACONDICIONAMIENTO DE M
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8.3 TORSIÓN ACONDICIONAMIENTO DE M
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Definición de la sección ========
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9.- BARRERA 1.5 kN/m. ACONDICIONAMI
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3.4.3 Plantaciones ACONDICIONAMIENT
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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LISTADO DE MANO DE OBRA ACONDICIONA
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LISTADO DE MAQUINARIA ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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LISTADO DE MATERIALES ACONDICIONAMI
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CUADRO DE PRECIOS AUXILIARES ACONDI
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ANEJO Nº7.- JUSTIFICACIÓN DE PREC
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CUADRO DE DESCOMPUESTOS ACONDICIONA
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ANEJO Nº 8.- PROGRAMA DE TRABAJOS
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PROYECTO DE “ACONDICIONAMIENTO DE
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1.1.- OBJETO PROYECTO DE “ACONDIC
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RCDs Nivel I 1. TIERRAS Y PÉTREOS
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RCDs Nivel II RCD: Potencialmente P
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X PROYECTO DE “ACONDICIONAMIENTO
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PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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