Lifting Geometric Xochimilco – Bridge DWG Section for AutoCAD

Superstructure consists of two free sections reinforced concrete slab on prestressed girders 18 24.00 m clear AASHTO type III with two roadways width of 10.20 m and 22.00 m, for four bands of transit.

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

communications secretariat, and transports, sct, direction, current, elevation elevation along the road axis, plant, galvanized, poles, to salina cruz, oxaca, to laventosa oaxaca, blade defense, road axis, grade, , spill cone protected with concrete slab

Raw text data extracted from CAD file:

SECRETARÍA DE COMUNICACIONES Y TRANSPORTES SCT E S T A D O S U N I D O S M E X I C A N O S \A1;Ancho total = \A1;2200 \A1;1100 \A1;1100 \A1;Calzada = 1020 \A1;Esv.=5°0’0″Der. \A1;50 \A1;2200 \A1;50 \A1;80 \A1;17 espacios de 120 = 2040 (Trabes) \A1;80 \A1;115 \A1;20 \A1;Ancho total = \A1;2200 \A1;1100 \A1;1100 \A1;1020 \A1;60 \A1;1020 Sentido de la corriente \A1;2444 \A1;2447 \A1;Longitud Total = 4858 \A1;417 \A1;1100 \A1;1430 \A1;50 \A1;60 \A1;Calzada = 1020 \A1;660 \A1;2130 \A1;1730 \A1;330 \A1;1100 \A1;1430 \A1;330 \A1;2130 \A1;1730 \A1;50 \A1;2200 \A1;120 d \A1;120 d \A1;140 \A1;290 \A1;175 \A1;30 \A1;600 \A1;600 \A1;140 \A1;290 \A1;170 \A1;35 \A1;170 \A1;465 \A1;465 \A1;465 \A1;465 \A1;170 \A1;120 d \A1;160 \A1;140 \A1;290 \A1;170 \A1;600 \A1;20 \A1;20 \A1;115 \A1;300 \A1;115 \A1;530 \A1;10 \A1;150 \A1;22 \A1;30 espacios de 179.8 =5395 (pilastras) \A1;22 \A1;150 \A1;10 Pila No.2 Caballete No.1 CORTE ELEVACION POR EL EJE DEL CAMINO P L A N T A galvanizada Postes A SALINA CRUZ, OXACA A LAVENTOSA OAXACA Defensa de lámina Esc.1:300 Esc.1:300 Eje de la Camino Defensa de lámina galvanizada Rasante, Parapeto T-34.3.1 Rasante, A A Cono de derrame protegido con losa de concreto Junta de 10 de espesor Caballete No.1