Bridge Abutments Bridge Boards DWG Block for AutoCAD

Bridge stirrups armor and formwork

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

provide armor waiting for supports, note :, coatings:, materials:, reinforcement, lower reinforcement, upper reinforcement, to be cut, total, pos., for a stirrup, long., diam., cant, reinforcing sheet, for a , summary sheet, —, abutment, weight, for two, abutments, plant, formwork, reinforcement, over the entire length, support detail of neoprene, measures in mms., polychloroprene, neoprene pad, bridge axle, steel plate , cut aa, cut bb, expansion joint, detail a, fischer anchor, or similar, fastened to concrete, welded, beam, return wall, footboard stirrup

Raw text data extracted from CAD file:

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33.24 33.13 32.29 33.09 33.32 33.12 32.98 33.11 32.92 32.87 32.76 32.80 32.63 32.72 32.71 32.51 32.85 32.57 32.77 32.62 32.68 32.80 32.90 33.00 33.10 33.08 32.81 32.85 32.85 32.82 33.05 33.03 32.98 32.76 32.76 32.98 32.82 33.07 32.86 32.83 32.80 32.64 32.59 32.63 32.67 32.62 32.77 32.91 32.93 32.50 33.17 33.34 33.37 33.28 33.31 32.59 32.66 32.71 32.90 32.76 32.97 32.93 32.79 32.94 32.93 32.83 32.76 32.61 32.94 32.78 32.73 32.89 32.33 32.59 32.66 32.84 32.56 32.67 32.48 32.74 32.96 33.30 33.44 33.16 33.01 32.91 33.02 32.79 32.90 32.84 32.77 32.84 33.04 33.33 32.87 32.94 32.69 32.73 32.75 33.07 32.99 32.90 32.85 32.83 32.64 32.87 32.92 32.73 32.64 32.59 32.55 33.07 33.01 32.52 33.09 32.76 32.70 33.01 32.79 32.86 33.08 33.09 33.06 33.04 32.80 33.37 33.33 33.29 33.26 33.17 33.72 32.83 33.56 33.53 32.66 33.47 33.51 33.58 32.68 33.47 33.34 32.90 33.19 33.45 33.60 32.91 33.36 33.53 33.42 32.74 33.81 33.84 33.72 33.58 33.29 33.48 33.33 33.26 32.55 33.26 33.36 33.54 0.00 32.74 32.77 32.87 32.98 32.89 32.63 32.62 32.61 32.80 32.79 32.73 32.73 32.78 32.66 32.66 32.63 32.77 33.04 32.91 33.17 32.92 32.77 33.05 33.44 33.24 32.52 32.82 32.52 32.82 32.82 32.70 32.62 33.50 33.55 33.40 33.40 33.70 33.11 33.20 33.35 33.20 32.99 33.11 33.20 33.32 33.32 33.05 33.35 33.15 32.70 32.50 32.50 33.21 32.29 33.33 33.11 33.19 32.89 32.83 32.70 33.17 33.59 32.76 33.71 33.54 33.72 33.54 33.71 33.53 33.71 33.28 32.92 33.63 33.72 33.48 33.09 33.28 33.33 33.18 33.63 33.68 33.68 33.70 33.72 33.71 33.60 33.32 33.30 33.04 33.33 33.07 32.99 33.26 33.17 33.72 33.45 33.60 32.91 33.36 33.53 33.42 32.74 33.81 33.84 33.72 33.58 33.29 33.48 33.33 33.26 32.55 33.26 33.36 33.54 0.00 32.74 32.77 32.87 32.98 32.89 33.26 30.33 30.38 30.33 30.38 33.21 33.30 33.21 32.29 33.41 33.50 33.33 33.33 32.60 32.60 33.08 32.84 32.95 33.05 33.25 32.91 32.57 32.75 32.75 32.71 32.70 32.80 32.88 32.84 32.86 32.82 32.72 32.80 32.70 32.75 32.85 32.60 32.65 32.73 32.75 32.73 32.80 32.58 32.78 32.60 32.60 32.81 32.62 32.85 32.51 32.70 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33.24 33.24 33.13 32.29 33.09 33.14 33.32 33.12 32.98 33.11 32.92 32.92 32.87 32.87 32.76 32.80 32.63 32.72 32.71 32.51 32.85 32.57 32.77 32.62 32.68 32.80 32.75 32.80 32.83 32.90 33.00 33.10 33.08 33.03 32.96 32.90 32.68 32.81 32.85 32.85 32.82 33.05 33.03 32.98 32.76 32.76 32.98 32.82 33.07 32.86 32.83 32.80 32.64 32.59 32.63 32.67 32.62 32.77 32.91 32.93 32.43 32.21 31.83 31.50 32.50 32.27 31.67 31.55 31.90 32.02 31.72 30.96 31.11 31.14 31.32 31.33 31.26 31.27 31.10 31.06 31.06 31.08 31.13 30.94 30.90 30.86 31.01 31.00 31.00 31.12 31.24 31.22 31.26 31.02 31.24 31.38 31.37 31.28 31.30 31.12 31.01 31.13 30.88 30.90 30.74 30.99 30.91 30.86 30.58 30.86 30.76 30.63 30.59 30.67 33.17 33.34 33.05 33.04 33.13 33.12 33.37 33.28 33.31 32.59 32.66 32.71 32.90 32.76 32.97 32.93 32.79 32.94 32.93 32.83 32.76 32.61 32.94 32.78 32.73 32.89 32.33 32.19 32.15 32.08 31.83 31.87 31.56 31.52 30.99 30.97 31.01 31.08 31.06 30.97 31.01 30.90 30.74 31.03 31.06 31.13 31.15 31.10 30.93 31.07 31.03 30.86 30.87 30.72 30.43 31.34 31.30 31.16 31.30 31.09 30.91 30.97 31.07 32.59 32.66 32.84 32.68 32.60 32.56 32.67 32.48 32.74 32.96 33.30 33.44 33.16 33.61 33.62 33.30 33.01 32.91 33.02 32.79 32.90 32.84 32.77 32.84 33.04 33.33 32.87 32.94 32.69 32.73 32.75 33.07 32.99 33.10 33.16 32.65 32.77 32.53 32.90 32.85 32.83 32.64 32.87 32.92 32.73 32.64 32.59 32.55 33.07 33.01 32.52 33.09 32.76 32.70 33.01 32.79 32.86 33.08 33.09 33.06 33.04 32.80 32.97 33.37 33.33 33.29 33.26 33.17 33.72 32.83 33.56 33.53 32.66 33.47 33.51 33.58 32.68 33.47 33.34 32.90 33.19 33.45 33.60 32.91 33.36 33.53 33.42 32.74 33.81 33.84 33.72 33.58 33.29 33.48 33.33 33.26 32.55 33.26 33.36 33.54 0.00 32.74 32.77 32.87 32.98 32.89 32.63 32.62 32.61 32.80 32.79 32.73 32.73 32.78 32.66 32.63 32.66 32.78 32.63 32.92 33.04 32.79 32.91 33.05 33.17 33.04 32.91 33.17 32.92 32.79 33.05 33.46 33.26 33.26 33.03 33.06 32.86 33.03 33.07 32.86 33.51 33.40 33.40 33.70 33.20 33.07 33.32 33.19 33.05 33.35 33.15 32.90 32.70 32.70 30.33 30.38 33.55 33.40 33.25 33.20 33.10 33.22 33.07 33.12 33.07 33.04 33.07 33.04 33.22 33.10 32.92 32.92 32.99 33.11 33.11 32.99 32.87 30.33 30.38 32.95 32.95 33.12 33.07 33.07 PREVER ARMADURA EN ESPERA PARA APOYOS NOTA: ACERO PARA HORMIGON ARMADO: ADN-420 DE s = 4200 Kg/cm2 RECUBRIMIENTOS : EN PILOTES: 4.00 cm MATERIALES : HORMIGON PARA HORMIGON ARMADO: H-21 DE bk = 210 Kg/cm2 EN DINTEL: 3.00 cm RECUBRIMIENTO 4 cm 2 d8c/20 1 20d16 ESC 1:25 ARMADURAS CORTE 4-4 ARMADURA INFERIOR ARMADURA SUPERIOR 2 d8c/10 20d16 1 2 d8c/20 4 4 1 3 3 a cortar total 2.34 7 10 21 49.14 3.68 10 6 21 77.28 6.00 10 5 4 24.00 284.80 7.12 1 16 40 5.48 4 16 8 43.84 pos. (m) (mm) (m) PARA UN ESTRIBO long. diam. cant long. PLANILLA DE ARMADURA 12.00 8 2 14 168.00 43.84 8 3 5.48 16 20d16 (Lt=7.12) 1 7.12 dext =0.52 le=0.60 m 2 d8c/20 (Lt=12.00) d8c/10 (en 0.80m superior) (Lt=5.48) 8d16 3 4.04 0.72 0.72 (Lt=2.34) d10c/20 7 0.72 0.72 0.35 0.10 0.10 0.35 (Lt=3.68) 6 d10c/20 0.72 0.72 1.02 0.10 1.02 0.10 PARA UN PLANILLA RESUMEN total 888 — diam. (mm) ESTRIBO (Kg) peso (m) long. PARA DOS 1776 ESTRIBOS (Kg) peso 585 16 372.48 1170 176 10 284.29 352 104 8 263.04 208 5 8d16 3 8d16 4 2d10 5 20d16 1 2 d8c/20 ARMADURAS CORTE 1-1 ESC 1:25 3 ARMADURAS CORTE 7-7 ESC 1:25 2d12 10 2d12 11 d10c/15 ext 12 d8c/15 14 d10c/20 8 d8c/15 9 d10c/15 int 13 d10c/15 12 d10c/15 13 d8c/15 14 (Lt=5.48) 8d16 4 4.04 0.72 0.72 (Lt=6.00) 4d10 5 4.04 0.98 0.98 (Lt=2.55) d10c/20 8 1.20 1.20 0.15 4.04 0.15 0.15 (Lt=4.34) d8c/15 9 0.32 1.92 1.30 0.32 2.60 (Lt=3.54) 2d12 10 (Lt=2.92) 2d12 11 (Lp=2.51) d10c/15 12 (Lp=2.51) d10c/15 13 0.20 0.20 var 1.30 a 1.92 0.70 0.70 var 1.30 a 1.92 (Lp=2.32) d8c/15 14 var 0.40 0.20 0.10 0.10 0.20 a 1.32 var 0.40 a 1.32 2.55 8 10 21 53.55 4.34 9 8 8 34.72 3.54 10 12 4 14.16 2.92 11 12 4 11.68 23 12 25.84 46 prom 2.51 12 10 16 40.16 prom 2.51 13 10 16 40.16 prom 2.32 14 8 26 60.32 5 d<> d<> 5 5 5 5 5 5 5 d<> 5 5 5 5 5 5 5 PLANTA ENCOFRADO ESC 1:25 CORTE 2-2 ENCOFRADO ESC 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE 3-3 ENCOFRADO ESC 1:25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 3 3 CORTE 6-6 ENCOFRADO ESC 1:25 7 7 CORTE 2-2 ARMADURA ESC 1:25 CORTE 3-3 ARMADURA ESC 1:25 2d10 5 d10c/20 6 8d16 3 7 d10c/20 5 2d10 8d16 4 d10c/20 8 d8c/15 9 c/cara 1 c/cara d10c/20 6 d10c/20 7 en toda la longitud 8d16 4 d10c/20 6 en toda la longitud d10c/20 7 8d16 3 2 en toda la longitud 3 2 d10c/20 6 en toda la longitud d10c/20 7 en toda la longitud d8c/15 14 d10c/15 12 d10c/15 13 3 3 DETALLE APOYO DE NEOPRENO 0.031 0.05 0.30 0.40 0.40 0.30 5 5 5 31 8 0.05 0.031 MEDIDAS EN mms. POLICLOROPRENO DUREZA SHORE 70 ALMOHADILLA DE NEOPRENO B EJE PUENTE ESCALA 1:1 A B CHAPA DE ACERO 1 d6c/5 d6c/5 2 0.30 ESCALA 1:10 0.20 A CORTE A-A H° de 2da. etapa 0.20 0.30 d6c/5 1 2 H° de 2da. etapa d6c/5 CORTE B-B 5 3 3 3 JUNTA DE DILATACION ESC 1:25 DETALLE A ESC 1:5 ANCLAJE FISCHER FBA/FWA 12/15×100 Ó SIMILAR PLANCHUELA 4″x1/4″ PLANCHUELA 4″x1/4″ ABROCADA AL HORMIGÓN PLANCHUELA 4″x1/4″ ABROCADA AL HORMIGÓN PLANCHUELA 4″x1/4″ SOLDADA VIGA MURO DE VUELTA PLANCHUELA 4″x1/4″ SOLDADA DETALLE A DINTEL ESTRIBO VIGA