Superstructure Armor; Masicuri Bridge DWG Block for AutoCAD

Armor at main slab, interior slabs and external, sidewalks and curbs

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

item, description, unit, quantity, bending scheme, position, quantity, diameter ø, simple concrete type a, structural steel, total weight, signature, date, revisions, construction project, final engineering design, plane no., superstructure reinforcement , structural plans, direction of development and infrastructure, republic of Bolivia, inspection unit works, prefecture of the department of santa cruz, half plant, section a – a, railings, interior diaphragm, exterior diaphragm, sheet of armor board, diaphragms and barandado

Raw text data extracted from CAD file:

ESCALA 1:25 0 0.5 (m) 1.0 0.5 ESCALA 1:50 0 1.0 (m) 2.0 1.0 0.5 ESCALA 1:15 0 0.3 (m) 0.6 0.3 0.15 \A1;0.20 \A1;3.83 \A1;3.83 \A1;2.02 \A1;0.70 \A1;1.78 \A1;0.16 \A1;0.15 \A1;3.83 \A1;3.83 \A1;0.20 \A1;0.20 \A1;35.40 \A1;0.10 \A1;0.60 \A1;0.40 \A1;0.16 \A1;0.40 \A1;2.77 \A1;2.77 \A1;0.15 \A1;1.58 \A1;0.05 \A1;0.20 \A1;2.76 \A1;0.99 \A1;0.67 \A1;0.14 \A1;0.10 \A1;0.88 \A1;0.12 \A1;0.70 \A1;0.10 \A1;35.60 \A1;0.14 \A1;0.14 \A1;0.03 \A1;0.08 \A1;0.08 \A1;0.02 A A ITEM DESCRIPCION UNIDAD CANTIDAD 5 d 12 c/20 d 12 c/20 5 5 5 5 5 5 5 d 12 c/20 5 5 13 d 10 c/15 8 d 10 3 d 10 c/30 d 10 c/20 5 d 10 c/15 7 d 10 c/30 2 3 4 5 1 7 d 10 c/30 5 5 d 10 c/15 7 d 10 c/30 4 5 4 5 13 d 10 c/15 4 13 d 10 c/15 4 3 d 10 c/30 5 6 7 8 d 10 9 12 d 10 c/15 10 12 d 10 c/15 10 3 d 25 11 13 d 10 c/15 4 90 d 12 c/20 1 89 d 12 c/20 2 90 d 12 c/20 3 3 d 10 c/30 5 5 d 10 c/15 7 d 10 c/30 4 5 Esquema de Doblado NOTAS.- \H0.75x; 1.- TIPO DE CARGA: HS-25 (AASHTO 2002). 2.- HORMIGON TIPO “A” RESISTENCIA CARACTERISTICA CILINDRICA A LOS 28 DIAS DE 210 kg/cm2. 3.- ACERO ESTRUCTURAL GRADO 60 CON LIMITE DE FLUENCIA DE 4200 kg/cm2. 4.- LOSA, DIAFRAGMAS Y BORDILLOS SERAN VACIADOS EN SITIO. 5.- LA CAPA DE RODADURA DE 2 cm SERA VACIADA CONJUNTAMENTE CON LA LOSA. 6.- TODAS LAS ARISTAS TENDRAN MATANGULOS DE 2*2 cm. 7.- RECUBRIMIENTO MINIMO 2.5 cm. 8.- DIMENSIONES EN METROS. 9.- ESCALAS INDICADAS. 3 d 25 11 3 d 25 11 5 5 36d 10 c/10 10 36 d 10 c/10 10 8 d 10 9 8 d 10 9 1 2 3 4 5 6 10 11 12 2 d 10 8 2 d 10 8 2 d 10 12 13 2 d 10 8 d 10 15 14 5 d 6 c/20 16 2 d 6 c/20 5 d 12 c/20 d 12 c/20 d 10 c/30 2 3 1 d 10 c/15 d 10 c/30 4 5 d 10 c/20 6 d 10 c/20 6 5 5 5 5 5 8 d 10 7 2 d 10 8 5 5 8 d 10 9 9 d 10 c/20 10 5 5 5 2 d 25 11 5 5 2 d 10 12 13 2 d 10 8 d 10 15 5 5 5 5 5 5 5 5 5 14 5 d 6 c/20 5 5 5 16 2 d 6 c/20 5 5 5 Posicion Cantidad Long. Unitaria [m] Long. Total [m] Peso [kg] Diametro ø 13 14 3.83 3.83 \A1;0.10 \A1;0.70 \A1;0.12 \A1;0.88 \A1;0.10 \A1;0.14 \A1;0.99 \A1;2.76 \A1;0.20 \A1;0.40 \A1;0.16 \A1;0.60 \A1;0.10 \A1;0.16 \A1;1.78 \A1;0.70 \A1;2.02 \A1;0.16 7 34.40 2.77 2.77 8 9 \A1;0.05 \A1;1.58 \A1;0.15 \A1;2.76 \A1;0.20 \A1;0.67 0.14 0.14 0.03 15 34.60 16 0.08 0.08 0.02 2 HORMIGON SIMPLE TIPO A [m3] 70.71 3 ACERO ESTRUCTURAL [kg] 6713.38 1 12 179 7.66 1371.14 1217.32 2 12 178 7.86 1399.08 1242.12 3 12 179 7.66 1371.14 1217.32 4 10 49 35.40 1734.60 1069.45 5 10 27 35.40 955.80 589.29 6 10 358 1.66 594.28 366.40 7 10 16 35.40 566.40 349.21 8 10 10 5.54 55.40 34.16 9 10 40 5.54 221.60 136.62 10 10 144 3.56 512.64 317.91 11 25 12 5.92 71.04 273.256 12 10 68 1.90 129.20 79.66 13 10 68 1.80 122.40 75.46 14 6 170 0.61 103.70 23.02 15 10 16 35.60 569.60 351.18 16 6 712 0.20 142.40 31.61 Peso Total 6813.045 FIRMA FECHA REVISIONES N. “PUENTE RIO MASICURÍ” TRAMO MATARAL-IPITA RF-22 PROYECTO CONSTRUCCION DISEÑO FINAL DE INGENIERIA PLANO Nro. ARMADURAS SUPERESTRUCTURA E-03 PLANOS ESTRUCTURALES “PUENTE RIO MASICURÍ” DIRECCION DE DESARROLLO E INFRAESTRUCTURA REPUBLICA DE BOLIVIA UNIDAD DE FISCALIZACION DE OBRAS PREFECTURA DEL DEPARTAMENTO DE SANTA CRUZ MEDIA PLANTA SECCION A – A BARANDADO DIAFRAGMA INTERIOR DIAFRAGMA EXTERIOR PLANILLA DE ARMADURAS DE TABLERO, DIAFRAGMAS Y BARANDADO RESUMEN DE CANTIDADES (1 TRAMO)