Bridge On Highway DWG Section for AutoCAD

Bridge on highway – Plant in whole – Plant – Sections

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

xref ras, xref plf_gt, carlos gonçalves, moptc, seop, chãs de, tavares, v. cove of viseu guard scales: designation: overpass, general sizing, elevation, concrete fasteners, prefabricated, natural terrain, longitudinal section, plant, drop tube, visit box, si-polls, z – the altimetric heights of the gravel are related to the rough, note: all the foundation heights must be confirmed on site., permissible tension of the ground, minimum covering:, all coordinates and coordinates of implantation must be confirmed on site, together with the – strength class: prefabricated beams, prefabricated reinforcement, prefabricated structures, prefabricated structures, prefabricated structures, prefabricated structures, prefabricated structures, passive reinforcements, steel, manufactured, cross-section of the tray, variable, implantation plant

Raw text data extracted from CAD file:

Xref RAS Xref PLF_GT Xref RAS Xref PLF_GT Carlos Gonçalves NOTA: AS ESCALAS INDICADAS REFEREM-SE AO FORMATO A1 \A1;83.80* \A1;16.00 19.803* \A1;30.00 36.234* \A1;66.00 76.461* \A1;16.00 19.222* \A1;>5.25 \A1;7.00 \A1;2.50 \A1;2.50 \A1;1.45 \A1;1.45 \A1;14.90 \A1;7.50 \A1;1.00 \A1;0.60 \A1;1.00 \A1;11.00 \A1;3.50 \A1;1.50 575.00 577.50 577.50 574.44 575.93 577.18 577.36 577.41 577.57 579.03 575.55 577.34 577.61 578.53 577.88 577.75 578.05 577.54 577.15 573.83 574.02 573.12 573.48 573.09 572.92 572.51 572.37 574.17 574.80 575.20 573.85 574.07 574.47 574.42 573.72 573.70 573.47 573.75 574.44 574.53 575.05 575.13 574.58 574.59 575.20 576.78 576.05 576.18 575.46 573.75 574.64 575.07 575.20 576.61 575.74 577.09 577.66 575.75 578.16 577.00 577.57 578.83 577.99 579.50 578.41 579.32 579.16 579.22 579.95 582.30 582.38 582.05 581.66 581.74 577.48 578.23 578.69 579.33 579.57 579.22 578.71 578.89 579.27 579.76 MOPTC SEOP \A1;3.50 \A1;2.50 \A1;14.90 \A1;1.45 \A1;1.45 \A1;3.50 \A1;2.50 \A1;3.30 \A1;3.30 \A1;3.30 \A1;3.30 \A1;14.00 \A1;5.00 \A1;5.00 \A1;2.90 \A1;2.90 \A1;29.80 \A1;15.00 \A1;2.00 \A1;1.20 \A1;2.00 \A1;22.00 \A1;3.00 + + + + + + + + + CHÃS DE TAVARES V. COVA DE TAVARES VISEU -106045.7342154596 -106045.7342154596 -106045.7342154596 -106045.7342154596 -106045.7342154596 -106045.7342154596 -106045.7342154596 -106045.7342154596 -106045.7342154596 -106045.7342154596 -106045.7342154596 -106045.7342154596 GUARDA 1 2 3 5 4 6 Sc 26/L6 Sc 27/L6 \A1;14.00 \A1;5.00 \A1;5.00 \A1;2.90 \A1;2.90 \A1;22.00 \A1;3.00 V. COVA DE TAVARES -106047.187181735 -106047.187181735 -106047.187181735 -106047.187181735 -106047.187181735 -106047.187181735 -106047.187181735 1 2 3 5 4 6 REST 2 REST 1 REST 5A REST 4 REST 5 REST 7 P.S. 4 P.I. 5 REST 6 P.S. 6 Serventia Rural 2 Serventia Rural 3 Serventia Rural 4 Serventia Rural 5 Serventia Rural 6 REST 2 REST 1 REST 5A REST 4 REST 5 REST 7 P.S. 4 P.I. 5 REST 6 P.S. 6 Serventia Rural 2 Serventia Rural 3 Serventia Rural 4 Serventia Rural 5 Serventia Rural 6 REST 2 REST 1 REST 5A REST 4 REST 5 REST 7 P.S. 4 P.I. 5 REST 6 P.S. 6 Serventia Rural 2 Serventia Rural 3 Serventia Rural 4 Serventia Rural 5 Serventia Rural 6 REST 2 REST 1 REST 5A REST 4 REST 5 REST 7 P.S. 4 P.I. 5 REST 6 P.S. 6 Serventia Rural 2 Serventia Rural 3 Serventia Rural 4 Serventia Rural 5 Serventia Rural 6 Escalas: Designação: Passagem Superior Dimensionamento Geral 1:200 0.00 2.00 4.00 6.00 1:100 0.00 1.00 2.00 3.00 <>* Esc. 1/200 ALÇADO V. COVA DE TAVARES CHÃS DE TAVARES LAJETAS DE BETÃO PRÉ-FABRICADO TERRENO NATURAL 1 1xK 1 1xK CORTE LONGITUDINAL Esc. 1/200 km=0+217.377 Z=577.698 P1 16.00 19.803* 30.00 36.234* 66.00 76.461* E1 E2 16.00 19.222* km=0+198.163 Z=578.635 km=0+178.361 Z=579.646 km=0+234.397 Z=576.857 km=0+253.619 Z=575.864 >5.25 + + + + + + + + + VISEU 5 5 5 5 5 5 5 5 5 5 5 5 5 Esc. 1/200 PLANTA GUARDA TUBO DE QUEDA CAIXA DE VISITA Si – SONDAGENS Z – AS COTAS ALTIMÉTRICAS DA RASANTE SÃO REFERENTES AO TOSCO NOTA: TODAS AS COTAS DE FUNDAÇÃO DEVEM SER CONFIRMADAS EM OBRA. TENSÃO ADMISSIVEL DO SOLO (-0.07m QUE AS DO PROJECTO VIÁRIO) BETÃO DE REGULARIZAÇÃO COM 0.10m DE ESPESSURA. RECOBRIMENTO MINIMO: – NAS FUNDAÇÕES E ENCONTROS 0.05 – NOS PILARES 0.04 – NO TABULEIRO 0.03 TODAS AS COTAS E COORDENADAS DE IMPLANTAÇÃO DEVEM SER CONFIRMADAS EM OBRA JUNTAMENTE COM O PROJECTO VIÁRIO. Encontro E1 e Pilares = 350KPa Encontro E2 = 250KPa FUNDAÇÕES AMBIENTE HÚMIDO 2A/EC2 A 500NR A1680/1860 AMBIENTE HÚMIDO 2A/EC4 ARMADURAS DE PRÉ-ESFORÇO ARMADURAS PASSIVAS AÇO ENCONTROS, TABULEIRO E PILARES C25/30 (B30) C30/37 (B35) C16/20 (B20) – CLASSE DE EXPOSIÇÃO AMBIENTAL SEGUNDO A ENV206 E A E378 DO LNEC: C40/50 (B45) TABULEIRO, PRÉ-LAJES E PILARES BETÕES MATERIAIS REGULARIZAÇÃO FUNDAÇÕES E ENCONTROS – CLASSE DE RESISTÊNCIA: VIGAS PRÉ-FABRICADAS * – COTAS SEGUNDO O VIÉS 1 2 3 5 4 6 Sc 26/L6 Sc 27/L6 Sc 26/L6 1 Sc 27/L6 2 3 1 3 575.0 567.50 567.50 571.5 5 <> 5 5 5 5 5 Esc. 1/100 CORTE TRANSVERSAL DO TABULEIRO VARIÁVEL VARIÁVEL 2% 2% <> <> <> <> VISEU P.S. 6 14+200 PLANTA DE IMPLANTAÇÃO R = oo M=45100 14+000 INÍCIO DO RESTABELECIMENTO 6 TAVARES CHÃS DE km 0+000.000 R T 0+000 R = oo A = 80 R = 130 R R A = 80 P=106300 T T 0+100 577.768 0+217.377 570.259 106125.281 45251.915 62.77405grad 14+274.654 0+200 A = 80 A = 120 R R = 130 A = 80 T T (rest.) z = (AE) (rest.) km = z = (AE) P.S. 6 P M km = = = = 14+400 0+300 A = 120 R = -220 14+600 EN 16 TAVARES V. COVA DE 0+435 km 0+435.443 FIM DO RESTABELECIMENTO 6 0+400 R = -220 M=45400 P=106000 GUARDA 594.3 594.3 594.3 593.3 593.3 593.3 591.9 591.9 591.9 587.4 587.4 587.4 585.4 585.4 585.4 590 580 557.9 560.4 557.3 556.6 560 561.2 541.2 560.6 551.0 556.9 544.4 557.0 554.5 554.8 545.2 557.4 553.5 555.8 560 553.1 555.0 580.2 575.2 568.8 581.5 583.0 580.8 579.7 571.0 592.9 592.9 592.2 585.9 588.4 589.4 587.5 587.4 583.6 570 573.4 577.0 569.7 566.9 565.5 563.9 582.3 572.4 567.7 562.4 588.8 584.8 591.1 588.7 584.1 578.8 576.7 571.6 567.6 564.9 569.0 573.0 574.4 584.3 592.7 564.3 583.1 569.3 571.6 583.2 576.9 569.0 573.2 585.6 565.1 576.5 570.8 566.7 574.7 580 568.3 568.7 564.9 563.1 570 562.4