Armed Concrete Bridge 2D DWG Section for AutoCAD

Armed Concrete Bridge 2D DWG Section for AutoCAD

Design bridge in 2d – Plant – Elevation – Sections – Technical specifications

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

footboard, footboard north east side, quince, tricahue, plant, partial distances, terrain, dimensions, bridge entrance, bridge exit, accumulated distances, general view, longitudinal section, access slab, scouring line, quiahue stream, beam axis, rock, asfaltica, folder rolled, cut aa, tip., jd, tachas, prof., uscs, material of filling, level mouth :, upper slope, of lateral baden, axis, bridge, slab, corridors and crossbars, – standard truck , – round steel, – structural steel, – concrete, – pavement, – welding, – coatings, rest, upper face slab, elevations, piles, asphalt rolling folder, foundations, embossed, technical specifications, beams and stiffeners, connectors and arriost .

Raw text data extracted from CAD file:

\A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;405 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;1050 \A1;4510 \A1;1050 \A1;6 \A1;6 \A1;200 \A1;1050 \A1;4510 \A1;1050 \A1;6 \A1;6 \A1;700 \A1;100 \A1;100 \A1;900 \A1;SONDAJE A 4.0 m DEL EJE \A1;1950 \A1;SONDAJE A 4.40 m DEL EJE \A1;1400 \A1;200 \A1;500 \A1;200 \A1;100 \A1;700 \A1;100 \A1;900 \A1;200 \A1;500 \A1;200 \A1;538 ESTRIBO ESCALA 1 : 500 ESTRIBO ESCALA 1 : 250 5 5 ESCALA 1 : 200 ESTRIBO ACOTADO EN MODEL (METROS) ESTRIBO LADO NOR ORIENTE ESCALA 1 : 150 ESTRIBO LADO NOR ORIENTE ESTRIBO LADO NOR ORIENTE ESCALA 1 : 125 ESCALA 1 : 100 ESCALA 1 : 75 ESTRIBO LADO NOR ORIENTE A A ESTRIBO LADO NOR ORIENTE ESCALA 1 : 40 ESTRIBO LADO NOR ORIENTE ESCALA 1 : 50 ESCALA 1 : 25 ESTRIBO LADO NOR ORIENTE ESTRIBO LADO NOR ORIENTE ESCALA 1 : 20 5 5 5 5 5 5 1:150 5 1:150 1:200 5 5 5 5 1:125 5 5 1:100 5 5 5 5 1:125 5 1:100 1:75 5 1:75 5 5 5 5 1:200 5 1:250 5 1:250 5 5 1:500 5 5 5 5 5 1:40 5 5 1:40 5 5 1:50 1:50 1:25 5 5 5 5 1:25 5 1:20 5 5 1:500 5 5 5 ESTRIBO LADO NOR ORIENTE ESCALA 1 : 15 5 1:20 1:15 5 1:15 RAS. 83.70 EL MEMBRILLO TRICAHUE L C ESCALA 1 : 200 PLANTA REF. 67.00 DISTANCIAS PARCIALES TERRENO COTAS 78.40 ENTRADA PUENTE KM. 00.217,45 N. A. MAX. 80.02 71.33 KM. 00.262,55 SALIDA PUENTE DISTANCIAS ACUMULADAS 200.00 76.13 220.00 75.64 240.00 75.65 260.00 76.77 280.00 217.45 A A A 71.33 61.33 61.33 5 5 5 6 6 ESCALA 1 : 200 VISTA GENERAL ESCALA 1 : 200 CORTE LONGITUDINAL L C 300 x 420 x 25 LOSA DE ACCESO LINEA DE SOCAVACION 5 ENTRADA PUENTE KM. 00.217,45 KM. 00.262,55 SALIDA PUENTE 5 5 5 6 6 PILOTES d 150 L= 10.00 m 5 5 5 5 2.5% 2.5% S-1 SONDAJE A 4.0 m DEL EJE 5 SONDAJE A 4.40 m DEL EJE 5 ESTERO QUIAHUE EJE VIGA EJE VIGA S-2 5 5 5 ENROCADO 1.0% 5 22 ASFALTICA CARPETA RODADO 2.5% 5 5 5 5 5 5 5 1.0% 2.5% ESCALA 1 : 50 CORTE A-A RAS. 83.70 220 tip. J.D. J.D. 20 20 20 20 262.55 1 2 TRICAHUE EL MEMBRILLO S-1 S-2 TACHAS TACHAS 5 RAS. 83.70 25 25 PROF. N USCS MATERIAL DE RELLENO SP 0.00 1.57 3.20 4.00 5.00 6.00 7.00 8.23 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 5.85 10.63 13.95 14.02 16.87 9 10 5 7 10 18 16 5 15 22 41 79 81 83 65 100 103 96 91 29 17 13 76 95 79 26 42 68 80 87 100 117 115 98 88 75 +100 45 111 110 142 CL CH SP CL CH SP SP SONDAJE Nº1 COTA BOCA: RASANTE SUPERIOR DE BADEN LATERAL ANTEPOZO DE 0.30 m PROF. N USCS MATERIAL DE RELLENO GW 0.00 1.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 7 13 4 SONDAJE Nº2 COTA BOCA: RASANTE SUPERIOR DE BADEN LATERAL ANTEPOZO DE 0.30 m 0.90 2.00 3.45 7.85 10.07 15.97 16.06 18.00 18.15 11 10 20 7 21 25 92 82 81 66 105 84 94 99 17 21 26 28 30 13 +100 126 130 143 144 101 86 84 68 49 48 21 +100 83 128 +100 SP GW SP CH SP MH SP EJE PUENTE 31 EJE PUENTE J.D. J.D. A 63 - 42 H, CON RESALTES. LOSA, PASILLOS Y TRAVESAÑOS HS 20 - 44 + 20 %, AASHTO '96 SEGUN A.W.S. (ARCO SUMERGIDO Y E-6011) : - CAMION ESTANDAR - ACERO REDONDO - ACERO ESTRUCTURAL - HORMIGON - PAVIMENTO - SOLDADURA - RECUBRIMIENTOS A 52 - 34 ES. RESTO LOSA CARA SUPERIOR ELEVACIONES PILOTES CARPETA DE RODADO ASFALTICA : : : : FUNDACIONES ELEVACIONES EMPLANTILLADO ESPECIFICACIONES TECNICAS : : 2,5 cm 4,0 cm 4,0 cm 10,0 cm H - 30 H - 30 H - 30 H - 5 PILOTES H - 30 FUNDACIONES 5,0 cm VIGAS Y ATIESADORES A 37 - 24 ES. CONECTORES Y ARRIOST.

Language	Spanish
Drawing Type	Section
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	armed, autocad, bridge, concrete, Design, DWG, elevation, plant, section, sections, specifications, technical