Bridge DWG Block for AutoCAD

Armed concrete bridge

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

national fund of compensation and social development, presidency of the republic, design :, plan :, project :, drawing :, date :, topo .: scale: revised :, indicated, lamina :, national fund of compensation and development social, fist, dist.:, dept .:, prov.:, chucuito, potable water system puria parque, ing. moises arias n., c.colorado, nm, technical specifications, resistance to compression of concrete:, coatings, slab, beams, sardinel, upper, lower, upper bed, lower bed, with alternating splice, mobile support, overlaps, fixed support , bridle path to huacani and cicipa community, tanana river, station, direction, bench.mar, pit, house, contours, creek, road, legend, descripsion, symbol, horseshoe road to chacachaca, left margin, concrete Cyclopean, beam diaphragm, cross section, longitudinal cut main beam, cut aa, bb cut, right and left stirrups on the ground, frontal elevation, cut a – a, slab plant, longitudinal profile, iron reinforcement beams, slab iron reinforcement, support detail mobile, detail fixed support

Raw text data extracted from CAD file:

\A1;0.24 \A1;0.50 RESERVORIO APOYADO 5.0 M3 FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL PRESIDENCIA DE LA REPUBLICA Diseño: Plano: Proyecto : Dibujo: Fecha: Topo.: Escala.: Revisado: INDICADA RES-01 Lamina: FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL PRESIDENCIA DE LA REPUBLICA PUNO Dist.: PUNO Dpto.: Prov.: CHUCUITO SISTEMA DE AGUA POTABLE PURIA PARQUE Ing. MOISES ARIAS N. Mayo 1,999 C.COTRADO \A1;4.42 \A1;2.67 \A1;3.00 \A1;0.30 \A1;0.50 \A1;0.30 \A1;1.00 \A1;0.50 \A1;0.80 \A1;0.50 \A1;0.50 \A1;2.90 \A1;60° \A1;3.00 \A1;0.50 \A1;1.90 \A1;0.50 \A1;3.00 \A1;0.20 \A1;1.65 \A1;1.80 \A1;1.00 \A1;2.50 \A1;4.42 \A1;2.67 \A1;3.00 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.35 \A1;1.10 \A1;0.35 \A1;0.50 \A1;16.20 \A1;0.35 \A1;0.40 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.10 \A1;1.20 \A1;3.45 \A1;0.50 \A1;0.80 \A1;0.50 \A1;1.00 \A1;0.95 \A1;2.50 \A1;3.30 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;16.20 \A1;4.45 \A1;0.95 \A1;9.00 \A1;9.00 \A1;8.00 \A1;1.00 \A1;0.15 \A1;8.85 \A1;0.50 \A1;7.65 \A1;0.15 \A1;0.15 \A1;0.15 \A1;4.00 \A1;9.00 \A1;0.50 \A1;0.50 \A1;4.00 \A1;0.15 \A1;0.75 \A1;0.35 N.M. \A1;2.10 \A1;16.20 \A1;0.35 \A1;0.75 \A1;0.80 \A1;0.20 \A1;0.15 \A1;0.75 \A1;1.10 \A1;0.35 \A1;0.40 \A1;2.10 \A1;1.80 \A1;0.35 \A1;1.10 \A1;0.35 \A1;0.35 \A1;0.15 \A1;0.35 \A1;3.94 \A1;3.94 \A1;3.94 \A1;3.94 \A1;3.30 \A1;11.65 \A1;3.30 \A1;1.53 \A1;1.20 \A1;1.01 \A1;1.55 \A1;1.90 \A1;1.82 \A1;1.63 \A1;7.90 \A1;0.90 \A1;9.00 \A1;7.90 \A1;0.90 \A1;4.50 \A1;9.00 \A1;1.00 \A1;1.00 \A1;4.50 \A1;0.85 \A1;0.85 \A1;8.50 \A1;0.50 \A1;1.00 \A1;8.50 \A1;0.50 \A1;9.37 \A1;5.38 \A1;5ø1/2″@0.42 5 5 02ø 1/2″ \A1;02ø 1/2″ ESPECIFICACIONES TECNICAS RESISTENCIA A COMPRESION DEL CONCRETO: Fc=210 kg/cm2 = Vigas, Loza, Sardinel Fc=175 kg/cm2 = Cajuela y Parapeto C°C° Fc=140+30% P.G. = Estribos y Aleros ACERO: Grado 60 Fy= 4200 kg/cm2 RECUBRIMIENTOS LOSA VIGAS SARDINEL Superior Inferior 3.50 cm 2.50 cm 4.00 cm 4.00 cm CAPACIDAD PORTANTE DEL SUELO = 2.03 kg/ cm2 a 2.0m Profun. SOBRE CARGA DE DISEÑO = 0.50 KG/M2. LUZ DE PUENTE PEATONAL = 16.00 mts. LECHO SUPERIOR LECHO INFERIOR A A 0.0 0.0 0.0 0.0 0.0 0.0 0.3499999999999996 0.0999999999999996 0.0999999999999996 0.0 0.0 ø=1″, L=18.00 V4 \A1; ø=5/8″, L = 16.90 V4 ø=1″, L=17.00 V4 V4 ø=3/8″, L =16.50 V4 V4 ø=3/8″, L =17.30 CON EMPALME ALTERNADO CON EMPALME ALTERNADO CON EMPALME ALTERNADO CON EMPALME ALTERNADO CON EMPALME ALTERNADO 5 0.0 APOYO MOVIL NEOPRENO DUREZA 70 ESPESOR 2.5 CM LARGO 40 CM ANCHO 35 CM TRASLAPES Para ø 1″ , L = 1.00 mts. Para ø 5/8″ , L = 0.90 mts. Para ø 1/2″ , L = 0.70 mts. CON EMPALME ALTERNADO ø=1″, L=19.70 V4 \A1; -5.573896416840171 5 0.0 5 -5.573896416840171 5 5 0.1999999999999993 0.1999999999999993 0.1999999999999993 5/8″ DE 1.70 M NEOPRENO DUREZA 70 \U+2205 + 4 FIERROS ANCHO 35 CM LARGO 40 CM ESPESOR 2.5 CM APOYO FIJO 3847.62 5 3.00 5 5 5 5 3851.07 3850.12 3847.62 3850.87 \A1;ø 3/8″ @ 0.18 mts \A1;ø 3/8″@ 0.60 mts. 5 0.25 5 A A \A1;ø3/8″, 1@0.05, 20@0.10, 06 @ 0.20, Resto @ 0.30 5 5 5 0.0 -0.3866594527341931 5 -0.1866594527341932 0.2 5 -0.1866594527341932 5 -5.573896416840171 -5.573896416840171 -5.573896416840171 -5.573896416840171 -5.573896416840171 -5.573896416840171 -5.573896416840171 -5.473896416840169 -5.456716732425321 -5.456716732425321 -5.456716732425321 -5.456716732425321 -5.456716732425324 -5.456716732425321 -5.456716732425324 -5.456716732425321 -5.456716732425321 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V4 03ø1″ 1.723972930897503 1.723972930897503 04ø1″ V4 1.723972930897503 V4 \A1;2ø5/8″ 2ø5/8″ V4 04ø1″ V1 CAMINO DE HERRADURA A COMUNIDAD DE HUACANI Y CICIPA RIO TANANA ESTACION DIRECCION BENCH.MAR CALICATA CASA CURVAS DE NIVEL RIACHUELO CARRETERA LEYENDA DESCRIPSION SIMBOLO B.M.COTA=3849.83 CALICATA CAMINO DE HERRADURA A CHACACHACA B B \A1;ø3/8″ 1@0.05,5@0.10, Resto @0.20 \A1;ø5/8″ COTA DE FUNDACION 3846.42 \A1;NIVEL DE AGUAS MINIMAS 3848.46 MARGEN IZQUIERDO COTA DE CORONACION 3851.07 \A1;MATERIAL DE RELLENO \A1;NIVEL DE AGUAS MAX. EXTRAORDINARIAS 3848.96 CONCRETO CICLOPEO F’c= 175Kg/cm2 + 30% P:G: TAMAÑO MAXIMO 10′ \A1; ø 3/8″@0.50 \A1; ø 3/8″ @ 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;5ø1/2″@0.46 \A1;5ø1/2″@0.42 \A1;5ø1/2″@0.42 \A1;5ø1/2″@0.46 \A1;5ø1/2″@0.42 \A1;ø3/8″ 1@0.05,Resto @0.30 5 5 Para ø 3/8″ , L = 0.50 mts. \A1;MATERIAL DE RELLENO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CON EMPALME ALTERNADO V4 ø=5/8″, L = 16..90 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RIO TANANA VIGA DIAFRAGMA Escala 1:20 SECCION TRANSVERSAL Escala 1:20 CORTE LONGITUDINAL VIGA PRINCIPAL Escala 1:50 Escala 1:20 CORTE A-A Escala 1:20 CORTE B-B ESTRIBOS DERECHO E IZQUIERDO EN PLANTA Escala 1:50 ELEVACION FRONTAL Escala 1:50 CORTE A – A Escala 1:50 Escala 1:50 PLANTA LOSA Escala 1:75 PERFIL LONGITUDINAL ARMADURA FIERRO VIGAS Escala 1:50 ARMADURA FIERRO LOSA Escala 1:50 DETALLE APOYO MOVIL Escala 1:25 DETALLE APOYO FIJO Escala 1:25