PROYECTO DE ACONDICIONAMIENTO DE MÁRGENES DEL RÍO ...

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ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Material Area I1 I2 I3 Area2 Area3 --------------------------------------------------------------------------------------------- 146 146 0.1148488 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 147 147 0.4999012 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 148 148 0.5307000 0.0329122 0.0169081 1.0000000 0.0000000 0.0000000 149 149 0.4999013 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 150 150 0.1148489 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 151 151 0.1148488 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 152 152 0.4999012 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 153 153 0.5307000 0.0329122 0.0169081 1.0000000 0.0000000 0.0000000 154 154 0.4999013 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 155 155 0.1148489 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 156 156 0.1148488 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 157 157 0.4999012 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 158 158 0.5307000 0.0329122 0.0169081 1.0000000 0.0000000 0.0000000 159 159 0.4999013 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 160 160 0.1148489 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 161 161 0.1148488 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 162 162 0.4999012 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 163 163 0.5307000 0.0329122 0.0169081 1.0000000 0.0000000 0.0000000 164 164 0.4999013 0.0275082 0.0146449 1.0000000 0.0000000 0.0000000 165 165 0.1148489 0.0020014 0.0030068 1.0000000 0.0000000 0.0000000 166 166 0.1405632 0.0020549 0.0018893 1.0000000 0.0000000 0.0000000 167 167 0.2135000 0.0041963 0.0066203 1.0000000 0.0000000 0.0000000 168 168 0.2135000 0.0041963 0.0066203 1.0000000 0.0000000 0.0000000 169 169 0.1405632 0.0020549 0.0018893 1.0000000 0.0000000 0.0000000 170 170 0.0401609 0.0000564 0.0005398 1.0000000 0.0000000 0.0000000 171 171 0.0610000 0.0000912 0.0018915 1.0000000 0.0000000 0.0000000 172 172 0.0610000 0.0000912 0.0018915 1.0000000 0.0000000 0.0000000 173 173 0.0401609 0.0000564 0.0005398 1.0000000 0.0000000 0.0000000 174 174 0.0401609 0.0000564 0.0005398 1.0000000 0.0000000 0.0000000 175 175 0.0610000 0.0000912 0.0018915 1.0000000 0.0000000 0.0000000 176 176 0.0610000 0.0000912 0.0018915 1.0000000 0.0000000 0.0000000 177 177 0.0401609 0.0000564 0.0005398 1.0000000 0.0000000 0.0000000 178 178 0.0602414 0.0001727 0.0008097 1.0000000 0.0000000 0.0000000 179 179 0.0915000 0.0002900 0.0028373 1.0000000 0.0000000 0.0000000 180 180 0.0915000 0.0002900 0.0028373 1.0000000 0.0000000 0.0000000 181 181 0.0602414 0.0001727 0.0008097 1.0000000 0.0000000 0.0000000 182 182 0.1004023 0.0006408 0.0013495 1.0000000 0.0000000 0.0000000 183 183 0.0993264 0.0002659 0.0041706 1.0000000 0.0000000 0.0000000 184 184 0.0993264 0.0002659 0.0041706 1.0000000 0.0000000 0.0000000 185 185 0.1004023 0.0006408 0.0013495 1.0000000 0.0000000 0.0000000 186 186 0.1606436 0.0018163 0.0021592 1.0000000 0.0000000 0.0000000 187 187 0.1022037 0.0010291 0.0060776 1.0000000 0.0000000 0.0000000 188 188 0.1022037 0.0010291 0.0060776 1.0000000 0.0000000 0.0000000 189 189 0.1606436 0.0018163 0.0021592 1.0000000 0.0000000 0.0000000 190 190 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 191 191 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 192 192 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 193 193 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 194 194 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 195 195 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 196 196 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 197 197 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 198 198 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 199 199 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 200 200 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 201 201 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 202 202 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 203 203 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 204 204 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 205 205 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 206 206 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 207 207 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 208 208 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 209 209 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 210 210 0.2008047 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 211 211 0.1277547 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 ANEJO Nº 4.- ESTRUCTURAS PASARELA Pág. 38
ACONDICIONAMIENTO DE MÁRGENES DEL RÍO NORA A SU PASO POR LA CORREDORIA Barra Material Area I1 I2 I3 Area2 Area3 --------------------------------------------------------------------------------------------- 212 212 0.1277547 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 213 213 0.2008047 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 214 214 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 215 215 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 216 216 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 217 217 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 218 218 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 219 219 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 220 220 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 221 221 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 222 222 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 223 223 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 224 224 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 225 225 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 226 226 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 227 227 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 228 228 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 229 229 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 230 230 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 231 231 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 232 232 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 233 233 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 234 234 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 235 235 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 236 236 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 237 237 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 238 238 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 239 239 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 240 240 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 241 241 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 242 242 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 243 243 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 244 244 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 245 245 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 246 246 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 247 247 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 248 248 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 249 249 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 250 250 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 251 251 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 252 252 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 253 253 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 254 254 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 255 255 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 256 256 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 257 257 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 258 258 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 259 259 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 260 260 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 261 261 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 262 262 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 263 263 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 264 264 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 265 265 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 266 266 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 267 267 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 268 268 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 269 269 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 270 270 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 271 271 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 272 272 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 273 273 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 274 274 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 275 275 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 276 276 0.1277546 0.0019128 0.0075970 1.0000000 0.0000000 0.0000000 277 277 0.2008046 0.0027612 0.0026990 1.0000000 0.0000000 0.0000000 ANEJO Nº 4.- ESTRUCTURAS PASARELA Pág. 39
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AYUNTAMIENTO DE OVIEDO PROYECTO DE
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MEMORIA ACONDICIONAMIENTO DE MÁRGE
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1.- ANTECEDENTES PROYECTO DE “ACO
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PROYECTO DE “ACONDICIONAMIENTO DE
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**** Adjusted Coordinates **** Proj
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BLSUM.TXT 13.3 N18 N15 P/C1 Lw Ln f
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ACTIVITY.LOG 9 2.939220e-004 10 5.8
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CLOSURES.LOG CLOSURES LOG NETWORK =
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BIGRESID.LOG 1 N18 -**- -3.9933m 0.
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SUMMARY OF COVARIANCES NETWORK = VI
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COVAR.LOG 194 311ø02'02" 0.12" 160
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COVAR.LOG N11 349ø26'51" 1.19" 105
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COVAR.LOG N5 -2.6127m 0.0073m -**-
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COVAR.LOG N20 320ø49'02" 0.39" 767
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COORDS.LOG 13 N18 Y= 4807932.1409 +
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LISTADO DE BASES DE REPLANTEO Siste
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BASE R.: N2 COORDENADAS UTM: X = Y
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BASE R.: 171R - N10 COORDENADAS UTM
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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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Page 543 and 544: ACONDICIONAMIENTO DE MÁRGENES DEL
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Page 605 and 606: 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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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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