Carrozable Bridge DWG Block for AutoCAD

Carrozable Bridge DWG Block for AutoCAD

Bridge located inside the dirt road on cp Carash – Huari – Ancash

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

rel, cole, pair, cas, alc, car, river bed, diaphragm beam, bridge section, slab reinforcement, aa cut, main beam, stirrups, main beam detail, bridge plant, slab steel, detail of the arrow, detail of the guardrails, bridge axis, project :, location:, locality :, scale:, plane :, design:, region :, province :, date:, district:, improvement of the trolley path of the farmhouse de, carash, district of san marcos – huari – ancash, carash, san marcos, huari, ancash, plant and elevation, district municipality, plant, elevation, bridge, abutments, pedra acomodada, flooring, main beam and beam diaphragm, court bb , right abutment, left abutment, acro detail, cc cut, dd cut, slab, railing and arrow detail, technical specifications, concrete, top face coatings lower face side face

Raw text data extracted from CAD file:

E1 1 3088.00 R 2 3088.70 AC 291 3088.70 AC 292 3094.34 AC 293 3094.72 BZ 294 3094.28 AA 295 3094.26 AA 296 3093.50 AC 297 3092.67 AC 298 3092.54 AC 299 3092.55 AC 300 3092.14 AC 301 3092.01 AC 302 3092.11 AC 303 3091.54 AC 304 3091.28 AC 305 3090.25 AC 306 3090.06 AC 307 3089.35 AC 308 3089.21 AC 309 3089.38 AC 310 3088.41 AC 311 3090.60 AC 312 3090.43 BZ 313 3087.74 AC 314 3087.62 REL 315 3088.87 REL 316 3088.72 REL 317 3086.90 REL 318 3085.27 REL 319 3087.54 REL 320 3081.87 REL 321 3081.70 AC 322 3087.15 AC 323 3087.20 AC 324 3086.25 AC 325 3085.43 AC 326 3084.62 AC 327 3086.18 E2 328 3078.48 COLE 329 3088.01 AC 330 3085.48 AC 331 3084.05 AC 332 3083.95 AC 333 3081.62 AC 334 3081.12 AC 335 3079.88 AC 336 3080.53 AC 337 3080.48 AC 338 3079.52 AC 339 3079.48 AC 340 3078.86 AC 341 3079.11 AC 342 3077.66 REL 343 3081.85 REL 344 3080.50 REL 345 3078.96 REL 346 3078.06 REL 347 3077.99 PAR 348 3078.03 PAR 349 3077.03 PAR 350 3077.05 PAR 351 3076.87 PAR 352 3073.43 PAR 353 3073.35 PAR 354 3072.64 PAR 355 3072.55 PAR 356 3072.15 PAR 357 3072.09 PAR 358 3071.98 E3 359 3070.78 COLE 360 3078.48 RI 361 3068.57 RI 362 3069.07 AC 363 3071.45 AC 364 3071.21 AC 365 3070.80 AC 366 3070.37 AC 367 3070.59 AC 368 3071.00 RI 369 3068.75 RI 370 3073.78 RI 371 3069.55 RI 372 3070.77 ES 373 3073.18 RI 374 3068.54 RI 375 3068.76 RI 376 3070.86 RI 377 3072.36 RI 378 3069.29 RI 379 3069.93 AC 380 3070.76 AC 381 3072.68 AC 382 3071.18 RI 383 3069.75 RI 384 3070.98 RI 385 3070.46 RI 386 3069.98 RI 387 3069.78 RI 388 3068.57 RI 389 3070.34 RI 390 3069.32 RI 391 3068.60 CAS 392 3069.26 CAS 393 3070.80 CAS 394 3070.49 CAS 395 3075.92 REL 396 3075.86 REL 397 3070.63 REL 398 3072.80 REL 399 3077.63 REL 400 3070.69 REL 401 3075.51 REL 402 3071.48 REL 403 3073.98 REL 404 3078.22 REL 405 3078.17 REL 406 3078.23 REL 407 3074.57 REL 408 3075.38 REL 409 3071.71 REL 410 3071.15 REL 411 3071.37 REL 412 3070.81 E4 413 3082.96 COLE 414 3070.78 ES 415 3073.99 ES 416 3074.15 ALC 417 3082.52 ALC 418 3082.49 ALC 419 3082.54 ALC 420 3082.48 ALC 421 3080.38 ALC 422 3073.40 RI 423 3071.20 RI 424 3080.78 REL 425 3080.06 REL 426 3078.79 REL 427 3083.90 REL 428 3084.48 REL 429 3083.74 REL 430 3083.68 REL 431 3083.77 REL 432 3083.46 REL 433 3082.16 REL 434 3076.28 CAR 435 3087.81 CAR 436 3088.41 CAR 437 3081.66 CAR 438 3087.57 CAR 439 3086.12 CAR 440 3085.16 CAR 441 3081.41 CAR 442 3082.14 CAR 443 3082.06 CAR 444 3083.88 CAR 445 3082.10 CAR 446 3083.29 CAR 447 3083.37 CAR 448 3083.00 CAR 449 3082.97 ALC 450 3082.71 ALC 451 3082.72 ALC 452 3082.74 ALC 453 3080.66 REL 454 3083.55 REL 455 3083.35 REL 456 3083.08 REL 457 3081.78 C \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.60 \A1;0.60 \A1;0.60 \A1;1.70 \A1;0.25 \A1;1.50 \A1;1.50 \A1;0.75 \A1;25.00 \A1;0.75 \A1;.80 \A1;0.05 \A1;3.60 \A1;0.05 \A1;.80 \A1;0.40 \A1;0.65 \A1;0.60 \A1;2.00 \A1;0.60 \A1;0.65 \A1;0.40 \A1;1.50 \A1;0.20 \A1;0.20 \A1;0.90 \A1;0.80 \A1;0.05 \A1;3.60 \A1;0.05 \A1;0.80 \A1;.125 \A1;0.65 \A1;0.40 \A1;0.60 \A1;2.00 \A1;0.60 \A1;0.65 \A1;0.40 \A1;26.00 \A1;0.10 \A1;.25 \A1;0.45 \A1;0.45 \A1;0.80 \A1;26.00 \A1;0.20 \A1;.125 \A1;0.60 \A1;0.80 \A1;0.80 \A1;3.60 \A1;1.00 \A1;1.70 \A1;0.30 \A1;2.00 \A1;45° \A1;25.00 \A1;0.30 \A1;1.70 \A1;2.00 \A1;45° \A1;1.00 \A1;1.20 \A1;0.50 \A1;4.60 \A1;1.00 \A1;0.30 \A1;1.70 \A1;6.80 \A1;2.00 \A1;2.00 \A1;1.00 \A1;4.60 \A1;1.70 \A1;6.80 \A1;5.00 \A1;1.20 \A1;0.50 \A1;1.00 \A1;0.30 \A1;5.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.50 \A1;5.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;4.60 \A1;1.70 \A1;6.80 \A1;0.15 \A1;0.50 \A1;1.20 \A1;0.50 \A1;1.00 \A1;0.30 \A1;.25 \A1;5.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;4.60 \A1;1.70 \A1;6.80 \A1;.15 \A1;0.50 \A1;0.25 \A1;1.20 \A1;0.50 \A1;1.00 \A1;0.30 \A1;5.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;4.60 \A1;0.15 \A1;0.50 \A1;5.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;0.15 \A1;0.50 \A1;4.60 \A1;1.20 \A1;0.50 \A1;1.00 \A1;1.20 \A1;0.50 \A1;1.00 \A1;5.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;4.60 \A1;0.15 \A1;0.50 \A1;0.25 \A1;1.20 \A1;0.50 \A1;1.00 \A1;5.00 \A1;2.00 \A1;2.00 \A1;1.00 \A1;4.60 \A1;1.00 \A1;0.15 \A1;0.50 \A1;0.25 \A1;1.20 \A1;0.50 \A1;0.60 \A1;0.60 \A1;1.50 \A1;1.50 \A1;0.80 \A1;1.70 LECHO DEL RIO 5 5 7 Ø 1" 4 Ø 5/8" 4 Ø 5/8" 3 Ø 1/2" 3 Ø 1/2" 4 Ø 3/4" 4 Ø 3/4" 5 5 5 5 25.00 5 .80 5 5 5 .80 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .125 5 5 5 5 5 5 5 4 Ø3/4" 4 Ø3/4" Estribos: Ø 3/8" = 1 @ 0.05, 15 @ 0.10 +R @ 0.25 2 Ø1/2" Doblar horizontalmnente 25 cm. VIGA DIAFRAGMA A A SECCION DEL PUENTE ARMADURA DE LOSA 1 1 2 2 CORTE 1-1 CORTE 2-2 CORTE A-A Ø 1/2" @ .27 Ø 1/2" @ .27 Ø 5/8" @ .16 Ø 5/8" @.17 VIGA PRINCIPAL VIGA PRINCIPAL VIGA PRINCIPAL VIGA PRINCIPAL VIGA PRINCIPAL 10 Ø 1" 10 Ø 1" 7 Ø 1" 4 Ø 5/8" ESTRIBOS: Ø DE 1/2": 1 .@ 0.05 + 63 @ 0.05 + RESTO @ 35 ESCALA 1: 25 ESCALA 1: 25 ESCALA 1: 25 ESCALA 1: 25 ESCALA 1: 25 DETALLE DE VIGA PRINCIPAL ESCALA 1: 25 ESCALA 1: 25 26.00 5 CONTRAFLECHA f = 14.30 CM. Ø 5/8" @ .16 Ø 5/8" @ .17 Ø 1/2"@ .27 5 4 Ø 1/2" 3 Ø 1/2" VIGA PRINCIPAL VIGA PRINCIPAL 5 5 0.80 26.00 5 TUBO DE Fº Gº Ø3" (VIGA DIAFRAGMA) BARANDA DE FºGº Ø3" PLANTA DE PUENTE, ACERO DE LOSA DETALLE DE LA FLECHA DETALLE DE LAS BARANDAS .125 BARANDA DE FºGº Ø3" Ø 5/8" @ .16 10 Ø 1" 10 Ø 1" 4 Ø 1" 4 Ø 1" 5 7 Ø 1" 10 Ø 1" 10 Ø 1" 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.60 0.60 EJE DE PUENTE 5 5 5 5 5 5 5 5 PROYECTO: V°B°: LAMINA N°: UBICACIÓN : LOCALIDAD: ESCALA : PLANO: DISEÑO : REGION: PROVINCIA: FECHA : DISTRITO: JUNIO 2013 MEJORAMIENTO DE LA TROCHA CARROZABLE DEL CASERIO DE CARASH, DISTRITO DE SAN MARCOS - HUARI - ANCASH CARASH SAN MARCOS HUARI ANCASH 1/50 PLANTA Y ELEVACION MUNICIPALIDAD DISTRITAL SAN MARCOS PLANTA ELEVACION 5 PUENTE 5 5 5 5 5 PROYECTO: V°B°: LAMINA N°: UBICACIÓN : LOCALIDAD: ESCALA : PLANO: DISEÑO : REGION: PROVINCIA: FECHA : DISTRITO: JUNIO 2013 CARASH SAN MARCOS HUARI ANCASH 1/50 ESTRIBOS MUNICIPALIDAD DISTRITAL SAN MARCOS PUENTE P-01 P-04 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PEDRA ACOMODADA SOLADO 5 5 5 5 5 5 5 5 5 5 5 5 5 PEDRA ACOMODADA SOLADO PROYECTO: V°B°: LAMINA N°: UBICACIÓN : LOCALIDAD: ESCALA : PLANO: DISEÑO : REGION: PROVINCIA: FECHA : DISTRITO: JUNIO 2013 CARASH SAN MARCOS HUARI ANCASH 1/50 VIGA PRINCIPAL Y VIGA DIAFRAGMA MUNICIPALIDAD DISTRITAL SAN MARCOS PUENTE P-03 10 Ø 1" 10 Ø 1" 4 Ø 5/8" 4 Ø 5/8" 5 Ø 5/8"@ 0.26 m Ø 1"@ 0.14 m Ø 3/4"@ 0.16 m Ø 3/4"@ 0.13 m Ø 5/8"@ 0.15 m Ø 5/8"@ 0.15 m Ø 3/4"@ 0.13 m 5 5 5 5 5 5 5 5 5 5 5 5 5 PEDRA ACOMODADA SOLADO 5 Ø 5/8"@ 0.26 m Ø 1"@ 0.14 m Ø 3/4"@ 0.13 m Ø 5/8"@ 0.15 m Ø /8"@ 0.15 m Ø 3/4"@ 0.13 m CORTE A-A CORTE B-B B B A A ESTRIBO DERECHO ESTRIBO IZQUIERDO DETALLE DE ACRO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PEDRA ACOMODADA SOLADO CORTE C-C CORTE D-D PROYECTO: V°B°: LAMINA N°: UBICACIÓN : LOCALIDAD: ESCALA : PLANO: DISEÑO : REGION: PROVINCIA: FECHA : DISTRITO: JUNIO 2013 MEJORAMIENTO DE LA TROCHA CARROZABLE DEL CASERIO DE CARASH, DISTRITO DE SAN MARCOS - HUARI - ANCASH CARASH SAN MARCOS HUARI ANCASH 1/50 LOSA, DETALLE BARANDA Y FLECHA MUNICIPALIDAD DISTRITAL SAN MARCOS PUENTE P-02 Ø 1"@ 0.14 m Ø 3/4"@ 0.16 m Ø 1"@ 0.14 m 5 5 5 5 5 5 5 5 5 5 PEDRA ACOMODADA SOLADO 5 Ø 1"@ 0.14 m Ø 3/4"@ 0.16 m Ø 3/4"@ 0.13 m Ø 5/8"@ 0.15 m Ø /8"@ 0.15 m Ø 3/4"@ 0.13 m DETALLE DE ACRO Ø 1"@ 0.14 m 5 5 5 5 5 5 5 5 5 5 PEDRA ACOMODADA SOLADO 5 Ø 1"@ 0.14 m Ø 3/4"@ 0.16 m Ø 3/4"@ 0.13 m Ø 5/8"@ 0.15 m Ø /8"@ 0.15 m Ø 3/4"@ 0.13 m Ø 1"@ 0.14 m C C D D Ø 1/2"@ 0.20 m Ø 1/2"@ 0.20 m ESPECIFICACIONES TECNICAS CONCRETO Losa F'c= 280 Kg/cm2 Vigas Principales F'c= 280 Kg/cm2 Vigas Diafragma F'c= 280 Kg/cm2 RECUBRIMIENTOS CARA SUPERIOR CARA INFERIOR CARA LATERAL Losa 2.00 cm. 2.00 cm. -------- Vigas P. 4.00 cm. 6.00 cm. 4.00 cm. Vigas D. 4.50 cm. 4.50 cm. 3.00 cm DESENCOFRADO DE VIGAS 28 DIAS CURADO DE LOSA Y VIGAS 28 DIAS Acero de construcción Fy= 4200 Kg/cm2 MEJORAMIENTO DE LA TROCHA CARROZABLE DEL CASERIO DE CARASH, DISTRITO DE SAN MARCOS - HUARI - ANCASH MEJORAMIENTO DE LA TROCHA CARROZABLE DEL CASERIO DE CARASH, DISTRITO DE SAN MARCOS - HUARI - ANCASH 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	ancash, autocad, block, bridge, bridges, DWG, located, Road, walkways