Metal Bridge Over Small Stream DWG Block for AutoCAD

Connects two parishes. It is designed to support trucks with loads.

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

plane as built of the bridge, contains, isometric view of, plant elevation of the, detail armed slab of the board., mc tube, replacement of soil, mc tube, Cyclopean concrete wall, replacement of soil, lateral facade, scale, front facade foundation, scale, front view of the bridge, scale, foundation plant, scale, mc tube, Cyclopean concrete wall, mc tube, bridge floor, scale, side view of the bridge, scale, mc tube, mc tube, pipeline, total, concrete replantillo, concrete shoes, material summary, slab concrete, Cyclopean concrete, replacement of soil, isometry of the bridge, scale, mc tube, board detail, scale, mc tube, novalosa mm, mc tube, soldiers, scale, detail of anchors, every support mc

Raw text data extracted from CAD file:

0,175 0,155 0,80 0,40 4,30 0,60 1,90 0,60 0,70 3,80 1,00 0,40 0,07 0,50 0,50 5,00 0,40 0,40 0,80 0,07 0,40 1,00 2,20 2,20 0,60 3,80 0,60 0,60 1,90 0,60 0,70 3,10 0,70 0,40 0,50 0,60 3,80 0,60 5,00 0,40 0,40 1,47 2,00 4,98 4,40 2,50 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,50 25,00 1,10 1,10 2,20 0,50 0,80 2,80 2,48 4,60 0,10 0,05 0,175 0,155 PLANO AS BUILT DEL PUENTE CONTIENE : VISTA LATERAL, FRONTAL, ISOMETRIA DEL PUENTE, PLANTA Y ELEVACION DE LA CIMENTACION, DETALLE ARMADO LOSA DEL TABLERO. 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 TUBO 8 5/8″ Mc 100 1Ø20mm @0.20 Mc 101 1Ø20mm @0.20 Mc 100 1Ø14mm @0.20 Mc 102 1Ø14mm @0.20 Mc 103 REEMPLAZO DE SUELO TUBO 8 5/8″ Mc 102 TUBO 8 5/8″ Mc 108 TUBO 8 5/8″ Mc 101 TUBO 8 5/8″ Mc 108 MURO DE HORMIGON CICLOPEO MURO DE HORMIGON CICLOPEO REEMPLAZO DE SUELO 1Ø20mm @0.20 Mc 101 FACHADA LATERAL CIMENTACION ESCALA ___________1 : 50 FACHADA FRONTAL CIMENTACION ESCALA ___________1 : 50 VISTA FRONTAL DEL PUENTE ESCALA ___________1 : 50 PLANTA CIMENTACION ESCALA ___________1 : 50 1Ø20mm@0.20 Mc 100 1Ø14mm @0.20 Mc 104 1Ø14mm @0.20 Mc 102 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TUBO 8 5/8″ Mc 101 TUBO 8 5/8″ Mc 102 MURO DE HORMIGON CICLOPEO 5 5 5 5 TUBO 8 5/8″ Mc 106 TUBO 8 5/8″ Mc 108 TUBO 3 1/2″ Mc 104/104a TUBO 8 5/8″ Mc 100 TUBO 8 5/8″ Mc 100 2,50 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,00 2,50 25,00 5 5 5 PLANTA DEL PUENTE ESCALA ___________1 : 100 VISTA LATERAL DEL PUENTE ESCALA ___________1 : 100 TUBO 8 5/8″ Mc 301 TUBO 8 5/8″ Mc 302 TUBO 3 1/2″ Mc 305 TUBO 8 5/8″ Mc 303 TUBO 3 1/2″ Mc 304 TUBO 3 1/2″ Mc 104 TUBO 8 5/8″ Mc 101 TUBO 8 5/8″ Mc 101 0,50 0,80 2,80 2,48 TUBO 8 5/8″ Mc 110 TUBO 8 5/8″ Mc 115 TUBO 8 5/8″ Mc 105 TUBO 8 5/8″ Mc 109 TUBO 8 5/8″ Mc 114 TUBO 8 5/8″ Mc 113 TUBO 8 5/8″ Mc 112 TUBO 8 5/8″ Mc 111 TUBO 8 5/8″ Mc 116 TUBO 8 5/8″ Mc 100 TUBO 3 1/2″ Mc 206 TUBO 3 1/2″ Mc 203 TUBO 3 1/2″ Mc 202 TUBO 3 1/2″ Mc 201 TUBO 3 1/2″ Mc 207 TUBO 3 1/2″ Mc 209 TUBO 3 1/2″ Mc 204 TUBO 3 1/2″ Mc 208 TUBO 3 1/2″ Mc 203 3 1/2″ 8 5/8″ TUBERIA Ø TOTAL ( Kg ) 3.285,42 12.560,28 HORMIGON REPLANTILLO f’c=180 Kg/cm2 HORMIGON ZAPATAS f’c= 210 Kg/cm2 RESUMEN DE MATERIALES HORMIGON LOSA f’c=210 Kg/cm2 HORMIGON CICLOPEO REEMPLAZO DE SUELO 3.08 m3 31.76 m3 17.11 m3 14.02 m3 21.50 m3 ISOMETRIA DEL PUENTE ESCALA ___________1 : 100 TUBO 8 5/8″ Mc 110 TUBO 8 5/8″ Mc 109 TUBO 8 5/8″ Mc 108 DETALLE DEL TABLERO ESCALA ___________1 : 50 TUBO 3 1/2″ Mc 102 NOVALOSA e=0.76 mm 1Ø12mm @0.25 Mc 200 1Ø14mm @valle Mc 202 TUBO 8 5/8″ Mc 100 1Ø12mm @0.25 Mc 201 4,60 SOLDADOS ESCALA ___________1 : 20 DETALLE DE ANCLAJES 0,10 0,05 1Ø12mm @valle y cada apoyo Mc 203