Ferro-Concrete Bridge DWG Detail for AutoCAD

Ferro-concrete Bridge – Details

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

diaphragm, rib, dashboard arm, sidewalk, tread, armor hole, diaphragm, railing post, drainage, rib, slab, simple neoprene isometric, weight, pos., quantity, bending scheme, iron sheet, partial , slab, diafragas, rib, sidewalk, var., sidewalk reinforcement, rib reinforcement, board, post and balustrade reinforcement, aa section, flexoprene, slab, abutment, high density, polymers, detail expansion joints, intermediate diaphragm shaft, extreme diaphragm shaft, dimentions rail post, – rolling layer emptied monolithically with the slab, – bar diameters in mm, separations in cm, notes :, – dimensions in meters, balustrade, lightened plastoform, expansion joint, structural steel, quantities slab of access, unit, description, axis of way, intermediate diaphragms, support axis, board section, board type section, sidewalk, board arm., sidewalk and drainage dimensions, nerve arm., central diaphragm, extreme diaphragm, detail d ribbed armor, left footboard, slab reinforcement, right footboard, lightened, railing, earthenware, driveway

Raw text data extracted from CAD file:

\A1;0.02 \A1;0.80 \A1;0.18 \A1;0.02 \A1;0.18 \A1;0.80 \A1;0.80 \A1;0.18 \A1;0.02 \A1;0.80 \A1;0.18 \A1;0.02 \A1;0.80 \A1;0.65 \A1;0.90 \A1;0.90 \A1;0.65 \A1;1.50 \A1;1.50 \A1;0.65 \A1;1.50 \A1;1.50 \A1;0.15 \A1;0.80 \A1;0.02 \A1;0.18 \A1;0.90 \A1;0.90 \A1;3.65 \A1;3.65 \A1;0.02 \A1;0.30 \A1;0.35 \A1;8.10 \A1;0.80 \A1;0.06 \A1;1.68 \A1;0.14 \A1;1.82 \A1;0.20 \A1;2.00 \A1;0.10 \A1;6.00 \A1;0.18 \A1;0.06 \A1;8.22 \A1;8.22 \A1;0.06 \A1;0.10 \A1;0.05 \A1;0.30 \A1;0.40 \A1;0.07 \A1;0.20 \A1;0.19 \A1;0.20 \A1;0.18 \A1;0.70 \A1;0.70 \A1;0.16 \A1;0.27 \A1;0.20 \A1;0.05 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.18 \A1;0.25 \A1;0.80 \A1;0.18 \A1;0.65 \A1;0.15 \A1;0.65 \A1;0.20 \A1;0.04 \A1;0.01 \A1;0.05 \A1;0.05 \A1;0.35 \A1;0.10 \A1;0.98 \A1;0.18 \A1;0.18 \A1;0.60 \A1;0.02 \A1;0.65 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.10 \A1;0.02 \A1;0.88 \A1;0.16 \A1;0.27 \A1;0.07 \A1;0.20 \A1;0.30 \A1;0.40 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.05 \A1;0.25 \A1;0.20 \A1;0.16 \A1;0.27 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.05 \A1;0.02 \A1;0.58 \A1;0.44 \A1;0.69 \A1;0.80 d10c/14 Pos.2 4d10 Pos.21 DIAFRAGMA NERVIO 2d10 Pos.22 arm.de tablero 6d10c/15 Pos.23 Estr. d10c/15 Pos.25 d12c/14 Pos.26 Estr. d10c/15 Pos.24 d12c/13 Pos.3 d10c/14 Pos.2 d10 c/14 Pos.1 3d10 c/20 Pos.16 3d10c/20 Pos.5 d12c/13 Pos.4 3d25 Pos.18 3d25 Pos.19 3d25 Pos.20 3d25 Pos.19 C L 5 Acera Estr.d10 Pos.17 Estr.d10 Pos.17 5 5 -2% Capa de Rodadura DIAFRAGMA DIAFRAGMA Pos.32 0.20 0.16 .08 0.15 0.15 Pos.30 Pos.33 30 31 32 PESO TOTAL [Kg] = 12 12 8 2 2 11 2.00 1.78 2.00 1.78 9.02 3.56 7.11 1.00 1.00 1.00 1.00 0.82 0.08 .08 Pos.34 0.08 0.16 0.16 Pos.31 1.00 33 8 6 9.02 3.56 0.82 34 12 4 9.02 3.56 0.82 ORIFICIO PARA ARMADURA 5 5 5 L C -2% Capa de Rodadura Acera d10c/15 Pos.7 2d20 Pos.8 Acera Capa de Rodadura -2% C L 3d20 Pos.9 3d20 Pos.10 d10c/15 Pos.6 5 5 5 ORIFICIO PARA ARMADURA 5 Acera DIAFRAGMA DIAFRAGMA C L Capa de Rodadura -2% DIAFRAGMA 5 5 5 d12c/13 Pos.3 d12 c/13 Pos.4 d10c/14 Pos.1 d10c/14 Pos.2 5 Diafragma Diafragma Diafragma Diafragma Poste Baranda 5 5 5 5 5 5 5 5 Diafragma Poste Baranda Poste Baranda Acera Tubo PVC d4″ Drenaje Tubo PVC d4″ Capa de Rodadura Capa de Rodadura Drenaje Nervio Nervio Losa Diafragma Losa 5 5 5 5 5 L C 5 5 5 5 -2% -2% ESC. 1:10 ISOMETRICO NEOPRENO SIMPLE 0.02 0.30 0.35 Pos.16 y Pos.5 26 25 24 23 22 21 20 19 18 17 16 15 14 13 PESO TOTAL [Kg] = 12 11 10 9 8 7 6 5 4 3 2 1 10 10 10 10 10 10 10 25 25 25 10 10 20 20 20 10 10 20 20 20 10 10 10 12 12 10 5786.11 117.98 191.36 1.04 184 153.89 249.60 1.56 160 136.13 220.80 1.38 160 103.15 167.30 11.95 14 29.47 47.80 11.95 4 58.94 95.60 11.95 8 660.08 171.30 11.42 15 701.70 182.10 12.14 15 688.98 178.80 11.92 15 330.96 536.80 2.44 220 110.14 178.65 11.91 15 44.54 18.06 6.02 3 17.46 7.08 1.18 6 33.15 13.44 6.72 2 39.06 63.36 1.98 32 5.33 8.64 1.44 6 89.08 36.12 6.02 6 34.92 14.16 1.18 12 66.29 26.88 6.72 4 86.02 139.52 2.18 64 12.13 19.68 1.64 12 110.14 178.65 11.91 15 610.14 687.24 7.47 92 706.52 795.80 8.65 92 449.43 728.95 11.95 61 390.48 633.35 11.95 53 .10 .10 0.74 0.74 Poste (1 pieza) .79 0.15 1.20 0.20 27 28 29 PESO TOTAL [Kg] = 16 16 8 2 2 4 3.32 5.24 4.32 6.82 4.48 1.77 13.83 Pos.27 Pos.28 .12 .68 .57 0.11 1.66 2.16 1.12 Ø Long. c/u Peso Pos. [mm] Cantidad [m] [Kg] ESQUEMA DE DOBLADO PLANILLA DE FIERROS Parcial Losa, Diafragas , Nervadura, Acera Pasamanos (1 pieza) .18 a .26 .08 Pos.29 var. .25 .25 Pos.1 Pos.3 Pos.9 11.95 8.45 Pos.4 7.47 Pos.2 11.95 Pos.5 11.60 .25 .28 a .66 var. .25 Pos.6 .25 .25 Pos.7 6.72 Pos.8 .10 0.98 .10 0.10 0.10 .20 5.62 .20 Pos.10 .15 .28 a .66 var. .15 Pos.11 .15 .74 .74 .15 Pos.12 6.72 Pos.13 Pos.14 .10 0.98 .10 .20 5.62 .20 Pos.15 11.60 Pos.16 0.92 .20 0.92 .10 Pos.17 .20 11.94 11.42 .03 Pos.20 Pos.19 11.86 Pos.18 .03 0.10 0.10 Pos.21 11.95 Pos.22 11.95 Pos.23 11.95 .18 .24 .42 .16 .18 .10 Pos.24 .40 .28 .40 .10 Pos.25 .28 0.10 0.10 .84 Pos.26 5 ESC. 1:20 ARMADURAS ACERA 11 Estr.d10c/20 Pos. 17 ARMADURAS NERVIO ESC. 1:20 5 3d10 c/20 3d25 Pos.20 3d25 Pos.19 3d25 Pos.18 5 5 5 5 5 5 5 22 Estr.d10 c/8 Pos. 17 14 Estr.d10 c/14 Pos. 17 5 5 d10c/14 Pos.2 d10c/14 Pos.1 TABLERO 5 5 5 ARMADURA POSTE Y BARANDADO ESC. 1:20 SECCION A-A ESC. 1:20 FLEXOPRENE 5 LOSA ESTRIBO 5 0.05 ALTA DENSIDAD POLIMEROS DE DETALLE JUNTAS DE DILATACION ESC. 1:10 Eje de Diafragma Intermedia Eje de Diafragma extremo Eje de Diafragma extremo 3 3 2 2 1 1 Acera Capa de Rodadura 5 5 5 5 5 Tubo PVC d4″ Drenaje 5 5 5 5 5 5 5 5 5 DIMENCIONES POSTE BARANDA ESC. 1:20 5 5 – Capa rodadura vaciada monolíticamente con la losa – Recubrimiento 0.025 m – Diámetros de barras en mm, separaciones en cm NOTAS: – Dimensiones en metros – Acero fyk > 4200 Kg/cm2 (AASHTO acero A-615-grado 60) – Hormigón simple tipo “A” f’ck > 210 Kg/cm2. – Carga móvil: Camión tipo MS-18 mayorado en 25% – Diseño de acuerdo a especificaciones para puentes AASHTO 96 18.00 ml Barandado m3 1.41 Alivianado de plastoform ml 8.00 Tubos de drenaje PVC 4″ ml 8.70 Junta de dilatación 4440.56 kg Acero estructural CANTIDADES LOSA DE ACCESO 26.68 Unidad m3 Descripción Cantidad Hormigón simple tipo “A” ESC. 1:40 Eje de Via Eje de Via Eje de Via 5 5 5 2d16 Pos.8 2d20 Pos.13 3d20 Pos.15 5 5 5 5 5 Diafragmas Intermedias d10c/15 Pos.12 \A1;Arm.de Nervio 3d25 Pos.20 3d25 Pos.19 3d25 Pos.18 3d16 Pos.10 d10c/15 Pos.7 Eje de Apoyo 5 5 Tubo PVC d4″ Drenaje 5 5 5 5 Tubo PVC d4″ Drenaje SECCION TABLERO ESC. 1:20 SECCION TIPO TABLERO DIAFRAGMA NERVIO TABLERO ACERA NERVIO NERVIO TABLERO NERVIO DIAFRAGMA DIAFRAGMA TABLERO NERVIO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Arm.de tablero Arm.de tablero DIMENSIONES ACERA Y DRENAJE ESC. 1:20 Arm.de Nervio 5 5 5 5 ESC. 1:20 DIAFRAGMA CENTRAL ESC. 1:20 DIAFRAGMA EXTREMO DETALLE DE ARMADURA NERVADA ESC. 1:20 d10 c/15 Pos.11 L C 3d20 Pos.14 d10c/15 Pos.12 2d20 Pos.13 3d20 Pos.15 ESC. 1:20 ARMADURA DIAFRAGMA CENTRAL 2 ESC. 1:20 ARMADURA DIAFRAGMA DE EXTREMO 1-3 d12 c/13 Pos.4 d12 c/13 Pos.3 d10 c/14 Pos.1 d10 c/14 Pos.2 Estribo Izquierdo Drenaje PVCd4″ c/2.50m. Acera Acera ARMADURA DE LOSA ESC 1:50 Drenaje PVCd4″ c/2.50m. Estribo Derecho CANTIDADES BARANDADO (1m.) 0.044 Unidad m3 kg Descripción Cantidad 6.77 Acero estructural Hormigón simple tipo “A” CANTIDADES POSTE (1pieza) 0.081 Unidad m3 kg Descripción Cantidad 13.83 Acero estructural Hormigón simple tipo “A” 4d12 Pos.34 Estr. d8c/20 Pos.33 Alivianado 2d12 Pos.31 Estr.d8c/10 Pos.32 2d12 Pos.30 Capa de Rodadura 2d20 Pos.27 4d8c/20 Pos.29 2d20 Pos.28 5 5 5 Estr. d8c/20 Pos.33 4d12 Pos.34 Baranda Poste Baranda A A LOZA Estr. d8c/10 Pos.32 2d12 Pos.30 2d20 Pos.28 4d8c/20 Pos.29 2d20 Pos.27 Tubo PVC d4″ Drenaje CALZADA ACERA 5 5 5 5 Alivianado Alivianado Alivianado Alivianado Alivianado Alivianado 5 5 5 5 5 Alivianado Alivianado 2d12 Pos.31 5 5