Reinforced Concrete Bridge DWG Block for AutoCAD

Reinforced 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.credited, level of foundation, fixed support, mobile support, foncodes, potable water and latrines compi, azangaro, arapa, c.c. compi, location :, depto:, region:, prov. :, district:, place:, meeting room, rated by :, drawing:, drawn up by :, project :, scale:, date:, sheet number, ticarjani, ticarjani bridge, melgar, llalli, ticarjani sector, edwin coaquira ticona, diaphragm and abutment, technical specifications, concrete compression strength :, coatings, slab, beams, sardinel, upper, lower, upper bed, lower bed, overlaps, shoe, filling material, xx cut, with alternating joint, wing, foundation , soul, right abutment, left abutment, beam, bridge axis, river, road axis, margin, left, right, level razante, level tread, cut aa, cut bb, cut cc, concrete cyclopean, cross section bridge axis , plane in plan axis of the bridge, armed detail in main beam, reinforced iron detail in slab, reinforced iron detail in beams, reinforced iron detail in diaphragms, stirrups right and left plant, stirrups front elevation, stirrups cut aa, ton, total weight, c Tile, type of, on rock, pit on right side, plant and profile bridge

Raw text data extracted from CAD file:

V4 \A1;0.65 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;5.34 \A1;2.79 \A1;3.00 \A1;0.50 \A1;0.25 \A1;5.34 \A1;2.79 \A1;3.00 \A1;0.25 \A1;0.50 \A1;0.25 NIVEL DE FUNDACION 3845.20 \A1;0.25 \A1;0.50 \A1;0.60 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 2.811567553729503 2.811567553729503 2.811567553729503 2.811567553729503 ESPESOR 2.5 CM LARGO 60 CM ANCHO 50 CM NEOPRENO DUREZA 70 APOYO FIJO + 4 FIERROS \U+2205 1″ DE 2.50 M 2.811567553729503 2.811567553729503 ANCHO 50 CM LARGO 60 CM ESPESOR 2.5 CM NEOPRENO DUREZA 70 APOYO MOVIL 2.811567553729503 2.811567553729503 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.50 \A1;0.50 \A1;25.10 \A1;25.00 \A1;0.75 \A1;3.60 \A1;0.75 \A1;5.20 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.50 \A1;2.10 \A1;0.50 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.35 \A1;5.81 \A1;0.35 \A1;0.35 \A1;5.81 \A1;0.35 \A1;5.81 \A1;0.35 \A1;5.81 \A1;0.44 \A1;0.44 \A1;0.44 \A1;0.44 \A1;0.44 \A1;0.54 \A1;0.44 \A1;0.44 \A1;0.44 \A1;25.00 \A1;0.20 \A1;1.40 \A1;0.50 \A1;0.20 \A1;1.40 \A1;0.50 \A1;0.20 \A1;1.20 \A1;0.35 \A1;0.25 \A1;0.80 \A1;0.50 \A1;2.10 \A1;0.50 \A1;0.80 \A1;0.25 \A1;0.50 \A1;0.15 \A1;0.20 \A1;0.75 \A1;3.60 \A1;0.75 \A1;5.20 \A1;8.00 \A1;8.00 \A1;6.45 \A1;7.80 \A1;7.80 \A1;6.45 \A1;1.20 \A1;1.20 \A1;1.20 \A1;9.00 \A1;9.00 \A1;7.80 \A1;2.70 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.60 \A1;0.60 \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;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;25.00 \A1;6.16 \A1;6.16 \A1;6.16 \A1;6.16 \A1;2.50 \A1;1.50 \A1;9.00 \A1;1.50 \A1;9.00 \A1;1.50 \A1;5.70 \A1;5.70 \A1;1.50 \A1;9.00 \A1;1.50 \A1;9.00 \A1;1.50 \A1;5.70 \A1;5.70 \A1;0.60 \A1;0.60 \A1;2.40 \A1;1.50 \A1;9.00 \A1;9.00 \A1;1.50 \A1;9.00 \A1;1.50 \A1;6.90 \A1;1.50 \A1;1.50 \A1;3.00 \A1;3.00 \A1;0.80 \A1;0.80 \A1;3.10 \A1;4.70 \A1;3.00 \A1;3.00 \A1;0.20 \A1;1.55 \A1;0.90 \A1;0.90 \A1;1.75 \A1;4.60 \A1;1.00 \A1;1.40 \A1;0.50 \A1;4.62 \A1;4.60 \A1;4.00 \A1;1.00 \A1;0.50 \A1;1.00 \A1;0.60 \A1;1.40 \A1;4.70 \A1;1.50 \A1;18.66 \A1;1.00 \A1;0.60 \A1;1.00 \A1;1.50 \A1;0.15 \A1;0.20 \A1;1.20 \A1;0.30 \A1;1.00 \A1;0.50 \A1;2.10 \A1;0.50 \A1;1.00 \A1;0.15 \A1;0.20 \A1;1.20 \A1;0.30 \A1;0.75 \A1;3.60 \A1;0.75 \A1;5.20 INDICADA JULIO – 2000 PRESIDENCIA DE LA REPUBLICA ING° HENRY R. CHIPANA ENRIQUEZ FONDO NACIONAL DE COMPENSACION Y DESARROLLO SOCIAL FONCODES AGUA POTABLE Y LETRINAS COMPI AZANGARO ARAPA C.C. COMPI PUNO PUNO UBICACION: DEPTO : REGION : PROV. : DISTRITO : LUGAR : ING° HENRY R. CHIPANA ENRIQUEZ CAMARA DE REUNION Evaluado Por: Dibujo : Elaborado Por: Plano: Proyecto: Escala : Fecha : CR-01 LAMINA Nº INDICADA NOV – 2000 ING° HENRY R. CHIPANA ENRIQUEZ PUENTE CARROZABLE TICARJANI MELGAR LLALLI SECTOR TICARJANI PUNO PUNO EDWIN COAQUIRA TICONA DIAFRAGMA Y ESTRIBO DE-01 2ø5/8″ 9ø1″ 5 ø1/2″, 1@0.05, 38@0.10, 06 @ 0.20, Resto @ 0.30 ESPECIFICACIONES TECNICAS RESISTENCIA A COMPRESION DEL CONCRETO: Fc=210 kg/cm2 = Vigas, Loza, Sardinel Fc=175 kg/cm2 +30% P.G. = Elevaciones de estribos y aleros C°C° Fc=140+30% P.G. = Zapatas y cimentaciones ACERO: Grado 60 Fy= 4200 kg/cm2 RECUBRIMIENTOS LOSA VIGAS SARDINEL Superior Inferior 3.50 cm 2.50 cm 5.00 cm 5.00 cm CAPACIDAD PORTANTE DEL SUELO = 2.112 kg/ cm2 a 2.0m Profun. SOBRE CARGA DE DISEÑO = H20 – S16 LUZ DE PUENTE = 25.00 mts. \A1; ø 1/2″ @0.55 \A1; ø 1/2″@0.42 \A1;ø5/8″@0.19 LECHO SUPERIOR LECHO INFERIOR A A 5 5 5 5 5 \A1; \A1;ø5/8″ @ 0.21 A A B B 5 5 5 5 5 5 TRASLAPES Para ø 1″ , L = 1.5 mts. Para ø 5/8″ , L = 1.2 mts. Para ø 1/2″ , L = 1.0 mts. 3935.2 3940.95 3939.2 3935.2 3940.75 3940.75 \A1;APOYO NEOPRENO \A1;ALERO ZAPATA 5 Material de Relleno MR 9ø1″ 5 5 5 5 ESPESOR 3/4″ LARGO 50 CM ANCHO 50 CM NEOPRENO DUREZA 70 APOYO FIJO + 4 FIERROS \U+2205 1″ DE 2.50 M 5 5 ANCHO 50 CM LARGO 50 CM ESPESOR 3/4″ NEOPRENO DUREZA 70 APOYO MOVIL 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 0.44 0.44 0.44 0.44 0.44 0.54 0.44 0.44 0.44 5 5 5 5 2ø5/8″ 9ø1″ 9ø1″ 9ø1″ 5 5 5 2ø5/8″ 2ø5/8″ 9ø1″ 9ø1″ 5 5 5 8ø5/8″ 2ø5/8″ 2ø5/8″ 8ø5/8″ 5 5 5 5 5 5 5 0.05 0.05 0.05 0.05 5 5 5 0.05 5 5 5 <> 0.05 X X CORTE X-X 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CON EMPALME ALTERNADO ø=5/8″, L=28.50 m. CON EMPALME ALTERNADO ø=1″, L=30.6 m. CON EMPALME ALTERNADO ø=5/8″, L=28.50 m. ø=1″, L=29.4 m. CON EMPALME ALTERNADO NIVEL DE FUNDACION 3933.08 A L A LOSA CIMIENTO ALMA ESTRIBO DERECHO A L A CIMIENTO ESTRIBO IZQUIERDO ALMA VIGA EJE DE PUENTE RIO LOSA EJE DE CARRETERA EJE DE CARRETERA MARGEN IZQUIERDO DERECHO MARGEN 5 NIVEL DE FUNDACION = 3933.08 5 5 5 NIVEL DE AGUA MAX.EXTRAORDINARIA = 3937.73 NIVEL DE AGUAS MINIMAS ORDINARIAS = 3936.53 5 5 5 5 5 5 5 5 NIVEL RAZANTE NIVEL P. RODADURA = 3940.43 5 5 5 5 5 NIVEL RODADURA 93 84 EL=3940.81 3945 3945 3940 3940 3940 138 123 EL=3942.00 137 122 EL=3945.86 136 121 EL=3944.89 135 120 EL=3945.11 134 119 EL=3946.01 133 118 EL=3943.42 132 117 EL=3943.85 131 116 EL=3945.21 130 115 EL=3943.88 129 114 EL=3944.14 128 113 EL=3944.32 127 112 EL=3943.19 126 111 EL=3942.67 125 G EL=3942.28 124 H EL=3944.70 123 110 EL=3940.67 122 109 EL=3943.93 121 108 EL=3943.29 120 107 EL=3943.09 119 106 EL=3942.82 118 F EL=3941.52 117 G EL=3942.28 116 105 EL=3940.50 115 104 EL=3940.42 114 103 EL=3941.17 112 101 EL=3936.35 110 99 EL=3942.94 109 98 EL=3936.98 107 F EL=3941.52 96 87 EL=3935.98 95 86 EL=3936.69 91 82 EL=3936.79 89 80 EL=3935.96 88 79 EL=3940.28 87 78 EL=3935.47 85 76 EL=3938.99 83 74 EL=3941.16 81 72 EL=3942.72 3950 3950 3945 3945 3945 3945 3945 3945 3940 3940 113 102 EL=3938.90 111 100 EL=3935.60 108 E EL=3940.30 106 97 EL=3937.34 104 95 EL=3936.00 103 94 EL=3937.60 102 93 EL=3936.60 101 92 EL=3938.61 100 91 EL=3935.74 99 90 EL=3935.32 97 88 EL=3935.71 94 85 EL=3939.36 92 83 EL=3939.85 90 81 EL=3940.54 86 77 EL=3941.57 84 75 EL=3942.07 82 73 EL=3943.00 80 71 EL=3942.55 79 D EL=3944.98 78 E EL=3940.30 77 70 EL=3943.45 76 69 EL=3942.65 75 68 EL=3943.85 74 67 EL=3942.15 73 66 EL=3944.43 72 65 EL=3943.62 71 64 EL=3943.71 70 63 EL=3943.81 69 62 EL=3943.92 68 61 EL=3943.36 67 60 EL=3943.56 66 59 EL=3942.94 65 58 EL=3942.72 64 57 EL=3941.49 63 56 EL=3944.85 62 55 EL=3944.75 61 54 EL=3944.61 60 53 EL=3941.33 59 C EL=3945.71 58 D EL=3944.98 57 52 EL=3945.05 56 51 EL=3945.58 55 50 EL=3944.76 54 49 EL=3945.10 53 48 EL=3944.05 52 47 EL=3943.95 51 46 EL=3945.71 50 45 EL=3945.17 49 44 EL=3945.60 48 43 EL=3943.90 47 42 EL=3942.50 46 41 EL=3946.03 45 40 EL=3945.44 44 39 EL=3946.42 43 B EL=3947.19 42 C EL=3945.71 41 38 EL=3944.66 40 37 EL=3945.62 39 36 EL=3945.65 38 35 EL=3943.68 37 34 EL=3944.32 36 33 EL=3945.00 35 32 EL=3946.30 34 31 EL=3946.34 33 30 EL=3947.23 32 29 EL=3945.46 31 28 EL=3945.67 30 27 EL=3945.80 29 26 EL=3946.83 28 25 EL=3946.58 27 24 EL=3946.75 26 23 EL=3945.09 25 22 EL=3947.25 24 21 EL=3946.43 23 20 EL=3946.33 22 19 EL=3947.09 21 18 EL=3947.50 20 17 EL=3947.88 19 A EL=3950.00 18 B EL=3947.19 17 16 EL=3949.13 16 15 EL=3949.72 15 14 EL=3948.42 14 13 EL=3950.01 13 12 EL=3949.07 12 11 EL=3950.52 11 10 EL=3949.50 10 9 EL=3950.02 9 8 EL=3949.30 8 7 EL=3950.67 7 6 EL=3949.80 6 5 EL=3949.36 5 4 EL=3949.02 4 3 EL=3949.19 3 2 EL=3949.14 2 1 EL=3950.20 1 A EL=3950.00 CORTE A-A CORTE B-B CORTE C-C 2.50 5 5 5 5 5 5 5 ø=1″, L=30.6m. CON EMPALME ALTERNADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ø=1″, L=22.9 m. CON EMPALME ALTERNADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CONCRETO CICLOPEO TAMAÑO MAXIMO 10′ F’c= 175 Kg/cm2 + 30% P:G: 5 5 5 5 5 5 5 5 5 5 5 5 5 tubo de pvc de 3″@ 4m. 5 \A1;ø5/8″ ø3/8″ 1@0.05,20@0.10, Resto @0.20 \A1;ø5/8″ \A1;ø5/8″ 5 5 5 5 5 C C 5 5 5 ø5/8″@0.35m ø5/8″@0.35m 5 5 5 5 5 0.05 0.05 5 5 <> 5 ø5/8″@0.35m ø5/8″@0.35m ø1/2″@0.42m ø1/2″@0.55m ø5/8″@0.21 ø5/8″@0.19m Escala 1:50 SECCION TRANSVERSAL EJE DEL PUENTE 3940.00 3940.00 PLANO EN PLANTA EJE DEL PUENTE Escala 1:50 Escala 1:100 DETALLE ARMADO FIERRO EN VIGA PRINCIPAL DETALLE ARMADO FIERRO EN LOSA Escala 1:50 DETALLE ARMADO FIERRO EN VIGAS Escala 1:50 Escala 1:20 DETALLE ARMADO FIERRO EN DIAFRAGMAS Escala 1:20 Escala 1:20 Escala 1:20 CORTE X-X Escala 1:20 Escala 1:20 Escala 1:50 ESTRIBOS MARGEN DERECHO E IZQUIERDO PLANTA ESTRIBOS ELEVACION FRONTAL Escala 1:50 ESTRIBOS CORTE A-A Escala 1:50 16.0 36.0 Ton Ton Pe PESO TOTAL Pe Pe/4 1.8 4.2-9.0 4.2 13.0 9.0 1.0 m m Ton Ton Ton/m b a Pv Pm W 0.3 0.6 3.0 m m m m e (losa) e (viga) d c Pe FONCODES FONCODES NIVEL DE FUNDACION = 3933.08 CALICATA TIPO DE SUELO = GP C. PORT. = 2.112 COTA = 3937.00 BM SOBRE ROCA SOBRE ROCA COTA = 3938.65 BM C. PORT. = 2.112 SUELO = GP TIPO DE CALICATA LADO DERECHO 1/50 NOV – 2000 ING° HENRY R. CHIPANA ENRIQUEZ PUENTE CARROZABLE TICARJANI MELGAR LLALLI SECTOR TICARJANI PUNO PUNO ING° HENRY R. CHIPANA ENRIQUEZ PLANTA Y PERFIL PUENTE PT-01