Concrete Bridge 8 Mts DWG Detail for AutoCAD

Concrete Bridge 8 meters in length, includes measures, details, cutting and iron table

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

viewnumber, sheetnumber, iron table, brand, total iron, general plant, cross section a – a, reinforcement slab of access, detail of stage, longitudinal section b – b, cutting slab of board, section cc, section bb, curb section and drainage, abutment stirrup and foundation, mensula section, drainage detail, detail dd drainage section, stirrup detail, detail railing installation, detail railing, fin, exploded fin and foundation

Raw text data extracted from CAD file:

\A1;0.160 \A1;0.850 \A1;0.40 \A1;1.80 \A1;1.050 \A1;2.20 \A1;0.40 \A1;1.80 \A1;2.20 \A1;0.40 \A1;0.850 \A1;1.050 \A1;6.50 \A1;0.05 \A1;0.48 \A1;0.17 \A1;0.30 \A1;1.00 \A1;0.20 \A1;0.05 \A1;0.07 \A1;0.53 \A1;0.17 \A1;0.30 \A1;1.00 \A1;2.20 \A1;2.20 VIEWNUMBER SHEETNUMBER \A1;8.74 0,70 0,39 0,16 0,15 0,85 0,40 1,80 0,40 1,80 0,40 1,05 2,20 2,20 1,05 6,50 0,85 0,20 0,54 0,16 0,40 0,25 0,40 2,20 4,80 1,80 0,40 1,80 0,40 2,20 8,74 4,80 \A1;0.40 \A1;0.54 \A1;0.16 0,48 0,22 0,30 1,00 \A1;0.47 \A1;0.30 \A1;0.35 \A1;0.35 \A1;0.05 \A1;0.20 \A1;0.03 \A1;0.25 \A1;0.30 \A1;0.40 \A1;0.25 \A1;0.30 \A1;0.59 \A1;0.10 \A1;0.20 \A1;0.16 \A1;0.12 \A1;0.05 \A1;0.05 \A1;0.10 \A1;0.10 \A1;0.05 \A1;0.30 \A1;0.17 \A1;0.20 \A1;0.05 \A1;0.16 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.11 \A1;0.05 \A1;0.30 \A1;0.09 \A1;0.35 \A1;0.30 \A1;0.35 \A1;0.35 \A1;0.029 \A1;0.102 \A1;0.029 TABLA DE HIERRO MARCA Ø (“) LONG (m) CANTIDAD (N) SUMA (m) PESO (Kg) D 3/8 9,20 9 2294.80 1285.00 K 1,20 94 L 1,40 36 P 2.00 72 U 7.00 190 B’ 7.30 12 E’ 6.40 60 I’ 4.30 24 A 1/2 7,00 178 6032.80 6033.00 B 7,00 54 C 9.00 54 F 2.20 165 T 4.90 60 V 7.50 60 A’ 2.50 158 C’ 1.60 94 D’ 4,00 96 F’ 7,50 52 H’ 4,30 348 J 5/8 9.20 8 183.60 285.00 N 5.00 6 R 5.00 16 M 3/4 5.00 3 1047,00 2340.00 O 5.00 3 Y 3.00 224 Z 2.50 138 G 7/8 6.70 9 839,60 2554.00 H 7.70 9 Q 5.00 8 S 5.00 8 G’ 7.50 84 E 1 8.70 6 939,00 3731.00 I 9.20 9 W 7.20 60 X 6.20 60 TOTAL HIERRO 11336,80 16228,00 TOTAL CONCRETO 2000 PSI PARA SOLADO TOTAL CONCRETO 3000 PSI PARA ESTRIBOS Y CIMENTACION TOTAL CONCRETO 3000 PSI PARA PUENTE (LOSA Y VIGAS) \A1;0.50 \A1;1.50 \A1;2.30 \A1;0.50 \A1;ALTURA MAXIMA=6.00 \A1;0.40 \A1;0.075 \A1;0.25 \A1;0.08 \A1;0.05 \A1;0.075 \A1;0.075 \A1;0.30 \A1;0.075 \A1;4.30 PLANTA GENERAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION TRANSVERSAL A – A REFUERZO LOSA DE ACCESO 5 DETALLE DE PLATINA CONEXION TIPO 1 CONEXION TIPO 2 ESC. 1:50 ESC. 1:50 5 5 SECCION LONGITUDINAL B – B ESC. 1:50 DESPIECE VIGA V-1 (SON: 3) ESC. 1 : 25 5 DESPIECE LOSA DE TABLERO ESC. 1 : 25 SECCION VIGA V-1 (A-A) ESC. 1 : 10 DESPIECE RIOSTRA TIPO R-1 ESC. 1 : 25 DESPIECE RIOSTRA TIPO R-2 (SON 2) ESC. 1 : 25 SECCION C-C ESC. 1 : 25 SECCION B-B ESC. 1 : 25 V-1 A V-1 A R-1 B R-1 B R-2 C R-2 C 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 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION BORDILLO Y DRENAJE ESC. 1 : 10 DESPIECE ESTRIBO Y CIMENTACION ESC. 1 : 25 SECCION MENSULA ESC. 1 : 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DRENAJE ESC. 1 : 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE SECCION DRENAJE D-D ESC. 1 : 10 D-1 D D-1 D ESC. 1 : 25 DETALLE ESTRIBO ESC. 1 : 25 DETALLE INSTALACION DE BARANDA ESC. 1 : 10 5 5 5 5 ESC. 1 : 10 5 5 5 ESC. 1 : 10 ESC. 1 : 10 DETALLE BARANDA ESC. 1 : 25 A B C C B D E F G H I J K D E G H I F F F D E F G H I L L M N O L P P Q R S P U X W U Y V T Z U A’ X W C’ B’ J K E’ D’ 5 5 5 5 ALTURA MAXIMA=<> 5 5 \A1;d1/2c.0.25 \A1;d1/2c.0.25 d7/8c.0.10 L=6.83/7.53 y L=5.70/6.00 VER DETALLE 2 5 5 \A1;4d5/8 d3/4c.0.20 L=4.15/4.50 d5/8c.0.25 L=3.75/4.00 \A1;d1/2c.0.25 \A1;SOLADO ALETA 5 N-7.50 5 5 5 5 5 ESC. 1:50 DESPIECE ALETA Y CIMENTACION ESC. 1 : 25 Y Z I’ A’ H’ F’ G’