Bridge Support Plan DWG Block for AutoCAD

Bridge Support Plan DWG Block for AutoCAD

bridge bracket diagram

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

mcsdc, the technical and graphic information contained in this sheet is the intellectual property of: mc sdc srl – caminos srl., date :, scale :, manager :, design :, revisions, date, signature, ref. horizontal: projection :, ing. j. carmona palau, ing. Mauricio Guarnieri, title of the plan: technical, economic, social and environmental study, road construction San Ignacio -, San Vicente – Las Petas – San Matías, materials: cement ars, shape and length, length, cant., wetsuits, weights, total weight, long. total, v.a. transversal, shape and long., long., shape and, ds, note :, inside the abutments, bearing folder, lengths, length, beam, main, slab of approx., antisismic stop, head, the constructor must compute the pile according to detail plan, metal railing, administrator, Bolivian of, scales :, sheet:, code :, Bolivian administrator of highways, plurinational state of bolivia, of the san pedro highway – the embattled, integral technical, economic study, corporation Andean development, design:, project manager :, ing. Juan Carmona Palau, Project Prosecutor :, Ing. alfredo vargas tunich, signatures :, date :, the technical and graphic information contained in this sheet is copyrighted by: mc sdc s.r.l. – roads s.r.l., foundation level floor, side view, cross sectional view of footboard and beams, long anti-earthquake tops, armor piles, final plans

Raw text data extracted from CAD file:

\A1;2.40 \A1;1.30 \A1;3.9 \A1;1.80 \A1;4.80 \A1;7.00 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.05 \A1;2.40 \A1;0.10 \A1;0.65 \A1;2.40 \A1;0.55 \A1;5.35 \A1;2.50 \A1;1.20 \A1;0.60 \A1;1.00 \A1;0.10 \A1;2.40 \A1;4.80 \A1;0.50 \A1;1.00 \A1;1.20 \A1;3.00 \A1;0.65 \A1;1.00 \A1;0.80 \A1;0.40 \A1;0.40 \A1;1.80 \A1;7.00 \A1;0.40 \A1;1.00 \A1;1.36 \A1;0.30 \A1;1.30 \A1;3.90 \A1;1.80 \A1;0.25 \A1;0.25 \A1;0.40 \A1;5.20 \A1;0.5 \A1;0.55 \A1;0.40 \A1;0.50 \A1;5.20 \A1;1.80 \A1;5.20 \A1;0.60 \A1;0.65 \A1;0.10 \A1;2.50 \A1;3.00 \A1;5.61 \A1;1.00 \A1;1.20 \A1;2.50 \A1;5.45 \A1;5.45 \A1;3.00 \A1;1.00 \A1;1.00 \A1;4.55 \A1;1.30 \A1;0.10 \A1;D=1.50 \A1;D=1.30m \A1;R1.3000 \A1;R1.3000 \A1;R1.3000 AA 5-dic-11 UTM WGS-84 MCsdc MCsdc MCsdc LA INFORMACION TECNICA Y GRAFICA CONTENIDA EN ESTA LAMINA ES PROPIEDAD INTELECTUAL DE: MC sdc srl - Caminos srl. AGOSTO 2012 Fecha: ESCALA: Gerente: Diseño: REVISIONES N° FECHA FIRMA REF. HORIZONTAL: PROYECCIÓN: Ing. J. Carmona Palau WGS - 84 MC-C-20-10-PE-PTP- Ing. Mauricio Guarnieri TÍTULO DEL PLANO: \W1.4;ESTADO PLURINACIONAL DE BOLIVIA MINISTERIO DE PLANIFICACIÓN DEL DESARROLLO VICEMINISTERIO DE INVERSIÓN PÚBLICA Y FINANCIAMIENTO EXTERNO \W1.4;GOBIERNO AUTÓNOMO DEPARTAMENTAL SANTA CRUZ SECRETARÍA DE OBRAS PÚBLICAS Y ORDENAMIENTO TERRITORIAL ESTUDIO TÉCNICO, ECONÓMICO, SOCIAL Y AMBIENTAL CONSTRUCCIÓN CAMINO SAN IGNACIO - SAN VICENTE - LAS PETAS - SAN MATÍAS \W1.4;DIRECCIÓN DE TRANSPORTE E INFRAESTRUCTURA CONTRATO DE PRÉSTAMO BID 1678/SF-BO MCsdc MCsdc MCsdc Hormigon H-21 MATERIALES: Hierro bs=420 MN/m2 Cemento A.R.S. Hormigon H-21 MATERIALES: Hierro bs=420 MN/m2 1.00 0.35 0.40 10 2 0.40 Forma y long. 16 1 0.40 d N° 1.50 1.60 60 1.90 Longitud 30 1.35 Cant. 3.85 m 0.80 0.25 1.75 Neoprenos 5 d16 d10 c/10cm 0.50 2 1 0.08 0.10 0.25 0.35 Pesos 0.255 0.071 0.184 114.00 Peso Total Long. Total (x) m 116.00 t V.A. transversal Ancho 0.50 Longitud 1.75 1.00 d20 c/11cm Forma y Long. 0.25 2 3 12 10 0.25 N° 1 20 d 1.20 2.20 0.60 84 220 2.40 0.80 99 Cant. 1.35 d10 c.10cm d12 c/13cm 3 2 1 Peso Total 3.25 3.20 273.00 704.00 Long. Total 3.20 m (x) m 317.00 0.784 0.243 0.282 0.783 t Pesos 0.35 \A1;1.75 \A1;1.00 \A1;1.35 \A1;0.35 \A1;1.00 \A1;1.35 \A1;0.80 \A1;0.25 \A1;1.75 \A1;0.50 \A1;0.08 \A1;0.10 \A1;0.35 V2 5 5 5 8 d25 1 3 d20 2 6 d12 3 d12 c/15cm 4 (doble rama) Long. Total Peso Total 1.00 Long. 1.00 4 3 12 12 25 20 2 1 5.41 5.41 Forma y N° d 6 72 8 3 5.41 4.60 8.41 7.41 m Longitud Cant. 0.773 t (x) m 32.46 331.2 67.28 22.23 0.240 0.254 0.231 0.048 Pesos 1.50 1.50 5.41 1.80 0.40 \A1;7.95 0.10 5 8 d25 1 3 d20 2 d8 c/12cm 3 2 d12 4 2 d12 5 d16 c/20cm 6 Est. adicionales (2.4m) V1 2.00 0.30 6 16 4 5 12 12 2 3 8 20 N° 1 25 d 0.70 2.6 (prom.) 7.95 0.30 Forma y Long. 8.95 Peso Total 13 4 4 3.00 7.95 4.00 39.00 31.8 16.00 0.062 1.247 0.0283 0.014 Long. Total Longitud 133 6 Cant. 16 7.95 5.8 11.65 m 47.7 771.4 186.4 (x) m 0.118 0.308 Pesos t 0.717 0.40 1.00 4.00 7.95 N° 1 2 3 0.450 3 6.00 20 18.00 75.00 Peso Total 5.20 0.90 8 0.50 3.00 25 0.030 0.185 Long. Total (x) m 30.00 Cant. Forma y Long. 5.20 25 d 0.80 0.80 Longitud 6.00 5 m Pesos 0.115 t 5 3 d20 5 8 d20 5 d8 c/20cm 3 1 2 d10 c/10cm 0.60 0.60 20 2 4 10 1.20 0.90 10.80 N° 25 1 d Forma y long. 10.80 5 0.185 48.00 12.00 4 110 4.50 495.00 Peso Total 1.325 0.307 11 d25 4 d25 Cant. 11 Longitud 12.00 m 2 Long. Total 132.00 (x) m Pesos 0.508 t 1 4 7 d25 3 84.00 10.80 3 25 0.60 7 12.00 0.325 0.60 0.60 0.60 \A1;1.00 d.s 3 d25 3 2 4 d25 11 d25 1 3 6 d25 A1 P2 d10 c/10cm 0.60 0.60 20 2 4 10 1.20 0.90 10.80 N° 25 1 d Forma y long. 10.80 5 0.185 48.00 12.00 4 110 4.50 495.00 Peso Total 1.325 0.307 11 d25 4 d25 Cant. 11 Longitud 12.00 m 2 Long. Total 132.00 (x) m Pesos 0.508 t 1 4 7 d25 3 84.00 10.80 3 25 0.60 7 12.00 0.325 0.60 0.60 0.60 est. d8 c/20cm 2 4 d20 2 d25 Long. Total 52.00 Peso Total 147.00 40.40 5 1.00 Forma y Long. d N° 3 2 8 20 1 25 Longitud Cant. 1.20 1.00 0.30 4.45 46 8 8 3.20 5.05 m 6.45 (x) m d8 c/20cm 4 d25 1 4 d20 2 4 d25 1 5 3 3 1 Pesos 0.359 0.200 0.059 0.100 t 0.30 0.30 15.35 \A1;VARIABLE d8 c/15cm 2 31 d20 c/11cm 5 1 3.85 Longitud 16.35 2 8 d N° 20 1 Forma y Long. 412 Cant. 31 m Pesos 1.887 0.635 1.252 1586.00 Peso Total Long. Total (x) m 507.00 t D=1.30m Nota: Los pilotes penetran 1 m dentro de los estribos \A1;1.00 \A1;1.35 \A1;0.80 \A1;0.25 \A1;1.75 \A1;0.50 \A1;0.08 \A1;0.10 \A1;0.35 \A1;1.00 \A1;4.55 \A1;1.30 \A1;5.45 \A1;3.00 \A1;1.00 \A1;1.35 \A1;0.35 \A1;1.75 \A1;1.00 d10 c/10cm 5 11 d25 4 d25 2 1 4 7 d25 3 d.s 3 d25 3 2 4 d25 11 d25 1 3 6 d25 A1 P2 0.60 0.60 20 2 4 10 1.20 0.90 10.80 N° 25 1 d Forma y long. 10.80 0.185 48.00 12.00 4 110 4.50 495.00 Peso Total 1.325 0.307 Cant. 11 Longitud 12.00 m Long. Total 132.00 (x) m Pesos 0.508 t 84.00 10.80 3 25 0.60 7 12.00 0.325 0.60 0.60 0.60 5 0.35 0.40 10 2 0.40 Forma y long. 16 1 0.40 d N° 1.50 1.60 60 1.90 Longitud 30 5 Cant. 3.85 m 5 5 5 Neoprenos 5 d16 d10 c/10cm 0.50 2 1 0.08 0.10 0.25 0.35 Pesos 0.255 0.071 0.184 114.00 Peso Total Long. Total (x) m 116.00 t V.A. transversal Ancho 0.50 est. d8 c/20cm 2 4 d20 2 d25 Long. Total 52.00 Peso Total 147.00 40.40 5 1.00 Forma y Long. d N° 3 2 8 20 1 25 Longitud Cant. 1.20 1.00 0.30 4.45 46 8 8 3.20 5.05 m 6.45 (x) m d8 c/20cm 4 d25 1 4 d20 2 4 d25 1 5 3 3 1 Pesos 0.359 0.200 0.059 0.100 t N° 1 2 3 0.450 3 6.00 20 18.00 75.00 Peso Total 5.20 0.90 8 0.50 3.00 25 0.030 0.185 Long. Total (x) m 30.00 Cant. Forma y Long. 5.20 25 d 0.80 0.80 Longitud 6.00 5 m Pesos 0.115 t 5 3 d20 5 8 d20 5 d8 c/20cm 3 1 2 Longitud 1.75 5 d20 c/11cm Forma y Long. 0.25 2 3 12 10 0.25 N° 1 20 d 1.20 2.20 0.60 84 220 2.40 0.80 99 Cant. 5 d10 c.10cm d12 c/13cm 3 2 1 Peso Total 3.25 3.20 273.00 704.00 Long. Total 3.20 m (x) m 317.00 0.784 0.243 0.282 0.783 t Pesos 5 \A1;5.45 \A1;3.00 \A1;1.00 N° 1 2 3 0.450 3 6.00 20 18.00 75.00 Peso Total 5.20 0.90 8 0.50 3.00 25 0.030 0.185 Long. Total (x) m 30.00 Cant. Forma y Long. 5.20 25 d 0.80 0.80 Longitud 6.00 5 m Pesos 0.115 t 5 3 d20 5 8 d20 5 d8 c/20cm 3 1 2 \A1;2.40 \A1;1.30 \A1;3.9 \A1;1.80 \A1;4.80 \A1;7.00 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.25 \A1;2.40 \A1;0.10 \A1;0.25 \A1;0.65 \A1;0.10 \A1;2.40 \A1;0.55 \A1;5.35 \A1;2.50 \A1;1.20 \A1;0.60 \A1;1.00 \A1;0.10 \A1;2.40 \A1;4.80 \A1;0.50 \A1;1.00 \A1;1.20 \A1;3.00 \A1;0.65 \A1;1.00 \A1;0.80 \A1;0.40 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.40 \A1;1.80 \A1;7.00 \A1;0.40 \A1;1.00 \A1;1.36 \A1;0.30 \A1;R1.30 \A1;R1.30 \A1;R1.30 \A1;2.40 \A1;1.30 \A1;3.9 \A1;1.80 \A1;4.80 \A1;7.00 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.25 \A1;2.40 \A1;0.10 \A1;0.25 \A1;0.65 \A1;0.10 \A1;2.40 \A1;0.55 \A1;5.35 \A1;2.50 \A1;1.20 \A1;0.60 \A1;1.00 \A1;0.10 \A1;2.40 \A1;4.80 \A1;0.50 \A1;1.00 \A1;1.20 \A1;3.00 \A1;0.65 \A1;1.00 \A1;0.80 \A1;0.40 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.40 \A1;1.80 \A1;7.00 \A1;0.40 \A1;1.00 \A1;1.36 \A1;0.30 \A1;R1.30 \A1;R1.30 \A1;R1.30 d60 Caño Desagüe Carpeta de Rodamiento cada 3m d100 Caño Desagüe cada 3m d60 Caño Desagüe cada 3m d100 Caño Desagüe cada 3m Baranda Metálica s/pl. MC-4196 Carpeta de Rodamiento 1% 1% 1% 1% Baranda Metálica s/pl. MC-4196 5 2.53 5 5 5 1.50 5 5 1.50 5 5 5 5 5 5 5 3 d20 2 7 d25 1 d8 c/20cm 3 5 0.80 0.80 d N° Forma y 0.80 0.80 Longuitudes 3 8 1 2 25 20 10.00 1.00 0.40 10.00 0.458 Peso Total Long. Total Cant. Longuitud 50 7 3 3.00 11.40 11.60 m Pesos 150.00 34.20 81.20 (x) m 0.060 0.085 0.313 t 5 5 20.00 481.00 64.00 122.00 Long. Total Peso Total 8 16 16 6 5 2 1 4 3.20 0.40 0.40 112 16 16 5.00 4.30 4.00 7.60 d N° d16 c/34cm d8 c/25cm Cant. Longuitudes Forma y d16 c/28cm 3 Longuitud m (x) m 5 5 1 0.890 0.077 0.193 0.102 0.193 Pesos t 0.40 0.50 5 5 d16 c/34cm 2 d16 c/28cm 4 25 0.40 0.40 6.80 1.60 0.45 0.40 0.40 6.80 4 16 2.80 0.40 3 16 0.40 18 3.60 18 7.60 65.00 0.103 137.00 0.217 1.00 2.00 0.10 5.00 0.60 0.50 25 5 1.60 1.00 2.00 4 8 2 3 16 20 0.55 10.60 0.50 0.60 Peso Total 5.00 28 77 28 18 4.50 6.20 11.60 0.539 140.00 1.900 347.00 112.00 269.00 0.139 0.277 0.425 5 d16 c/18cm d20 c/28cm 0.50 1 20 N° d Longuitudes 10.60 0.50 Forma y \A1;0.40 3 1 d8 c/25cm d20 c/28cm Long. Total Longuitud 18 Cant. 11.60 m 0.60 (x) m 209.00 t 0.516 Pesos 5 4 2 10.60 11.50 8.70 4.51 Longuitud 10.60 10.50 4.45 4 8 3 2 1 0.50 16 16 16 8.30 78 23 23 23 0.20 0.50 d16 c/20cm Longuitudes Forma y 3 d16 c/20cm N° d Cant. m Rep d8 c/25cm 4 1 0.3806 0.413 0.312 0.1407 1.246 351.8 Peso Total 264.5 244 200 Pesos (x) m Long. Total t 5 0.40 5 0.5 d16 c/20cm 2 0.20 0.10 5 5 5 5 d12 c/22cm + d12 c/22cm 1 2 d12 c/11cm Rep d8 c/25cm 3 4 3 4 8 12 2 12 12 1 6.80 Peso Total 1.935 110 133 66 66 7.85 7.30 5.45 6.90 863.5 970.9 360 455 0.3454 0.864 0.3204 0.405 Longuitudes N° d Forma y Cant. 0.10 Longuitud m (x) m Long. Total Pesos t 5.30 6.85 0.15 7.85 0.30 \A1;7.15 5 5 0.40 5 \A1;5.61 5 0.30 Viga Principal C1 5 5 0.50 5 5 V2 L2 C2 P2 5 5 5 5 0.40 \A1;0.30 \A1;0.70 \A1;0.30 Losa de aprox. Tope antisismico long. (cant: 3) 0.40 \A1;8.05 V3 Viga Cabezal A1 \A1;3.9 V1 0.10 \A1;0.25 0.65 \A1;7.95 \A1;0.10 5 5 5.35 5 P1 C1 L1 V1 5 0.60 5 5 5 5 5 5 5 5 L1 L2 C1 V1 0.40 0.50 0.50 0.60 V2 5 \A1;0.40 5 5 \A1;0.25 P1 P2 C2 5 PA PB PA 5 5 5 d.s 3 d25 3 2 4 d25 11 d25 1 3 6 d25 A1 P2 P2 P1 C2 C1 8.05 9.20 9.70 ES 3.90 5.05 5.55 7.45 8.60 9.10 4.55 5.70 6.20 7.95 9.10 9.60 \A1;0.55 \A1;0.50 \A1;5.20 \A1;1.80 \A1;1.30 \A1;3.90 \A1;1.80 \A1;0.25 \A1;1.30 \A1;3.90 \A1;1.80 \A1;0.25 \A1;2.40 \A1;1.30 \A1;3.9 \A1;1.80 \A1;4.80 \A1;7.00 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.05 \A1;2.40 \A1;R1.30 \A1;R1.30 \A1;R1.30 L2 \A1;1.30 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.35 \A1;0.80 \A1;0.25 \A1;1.75 \A1;0.50 \A1;0.08 \A1;0.10 \A1;0.35 \A1;3.00 \A1;4.55 \A1;1.00 \A1;3.00 \A1;5.70 \A1;1.00 \A1;3.00 \A1;6.20 \A1;1.00 \A1;D=1.30m 1.30 3.90 1.80 0.25 d12 c/22cm 1 2 d12 c/11cm Rep d8 c/25cm 3 4 3 4 8 12 2 12 12 1 6.95 Peso Total 112 136 66 68 7.40 7.40 5.45 7.05 828.80 1006.40 359.70 479.40 N° d Forma y Long. 0.10 Longitud m (x) m Long. Total Pesos t 5.30 6.95 0.15 7.40 0.30 V1 P2 Cant. d12 c/22cm 0.15 0.331 0.896 0.320 0.427 1.974 10.85 11.85 8.70 3.95 10.85 10.85 3.85 4 8 3 2 1 0.50 16 16 16 8.30 87 38 38 36 0.20 0.50 d16 c/20cm 3 d16 c/20cm Rep d8 c/25cm 4 1 Peso Total (x) m 0.25 \A1;0.40 4.80 0.5 d16 c/20cm 2 0.20 0.10 N° d Forma y Long. Longitud m Long. Total Pesos t Cant. C2 P1 412.30 450.30 313.20 343.65 0.651 0.711 0.495 0.137 1.994 Peso Total 8 16 16 5 2 1 3.20 0.40 0.40 14 14 4.00 7.75 d16 c/34cm d8 c/25cm d16 c/28cm 3 5 5 1 \A1;0.40 0.50 5 5 d16 c/34cm 2 d16 c/28cm 4 0.40 0.40 6.95 0.40 0.40 6.95 4 16 2.80 0.40 3 16 0.40 18 3.60 18 7.75 \A1;0.10 (x) m N° d Forma y Long. Longitud m Long. Total Pesos t Cant. C1 P1 112 2.35 0.40 2.75 56.00 108.50 64.80 139.50 308.00 0.088 0.171 0.102 0.220 0.123 0.704 2.40 7.00 L1 5.00 0.60 0.50 4 8 2 3 16 20 10.65 0.50 0.60 Peso Total 13 9 6.20 11.65 5.45 d16 c/18cm d20 c/28cm 0.50 1 20 10.65 0.50 \A1;0.40 3 1 d8 c/25cm d20 c/28cm 9 11.65 0.60 0.65 4 2 (x) m N° d Forma y Long. Longitud m Long. Total Pesos t Cant. 2.40 10.70 L2 2.35 0.40 84 2.75 55.80 151.45 104.85 231.00 0.138 0.239 0.259 0.092 0.728 3 d20 2 7 d25 1 d8 c/20cm 3 1.20 0.80 0.80 0.80 0.80 3 8 1 2 25 20 10.85 1.15 0.45 10.85 Peso Total 55 7 3 5.50 12.45 12.45 2.50 5.45 (x) m N° d Forma y Long. Longitud m Long. Total Pesos t Cant. 5 5 2d8 4 10.85 4 8 4 10.85 2d8 2d8 4 4 302.50 37.35 87.15 43.40 0.121 0.092 0.335 0.017 0.565 \A1;2.40 \A1;7.00 \A1;7.95 0.10 2.50 8 d25 1 3 d20 2 d8 c/12cm 3 2 d12 4 2 d12 5 d16 c/20cm 6 Est. adicionales (2.4m) V1 2.00 0.35 6 16 4 5 12 12 2 3 8 20 N° 1 25 d 0.70 1.75 (prom.) 7.95 0.35 Forma y Long. 8.05 Peso Total 24 4 4 2.60 7.95 4.00 Long. Total Longitud 100 6 Cant. 16 7.95 4.20 10.75 m (x) m Pesos t 0.35 0.95 4.00 7.95 62.40 31.80 16.00 47.70 420.00 172.00 0.098 0.028 0.014 0.118 0.168 0.662 1.088 V2 5 5 5 8 d25 1 3 d20 2 6 d12 3 d12 c/15cm 4 (doble rama) Long. Total Peso Total 1.00 Long. 1.00 4 3 12 12 25 20 2 1 4.50 4.50 Forma y N° d 6 60 8 3 4.50 4.60 7.50 6.50 m Longitud Cant. t (x) m Pesos 1.50 1.50 4.50 2.95 0.40 27.00 276.00 60.00 19.50 0.024 0.245 0.231 0.048 0.548 Nota: Los pilotes penetran 1 m dentro de los estribos EL CONSTRUCTOR DEBERÁ COMPUTAR EL PILOTE SEGÚN PLANO DE DETALLE 0.30 0.30 10 (prom.) 3.85 Longitud 10.60 2 8 d N° 20 1 Forma y Long. 335 Cant. 155 m Pesos 1289.75 Peso Total Long. Total (x) m 1643.00 t D=1.30m 0.516 4.058 4.574 \A1;VARIABLE d8 c/15cm 2 d20 c/11cm 1 \A1;D=1.30 d10 c/10cm 5 11 d25 4 d25 2 1 5 d25 d.s 3 d25 4 2 4 d25 11 d25 1 3 6 d25 A1 P2 1.299999999999955 1.0 d10 c/10cm 5 0.60 0.60 25 2 4 10 1.25 0.95 10.85 N° 25 1 d Forma y long. 10.85 12.05 4 110 4.50 Peso Total Cant. 11 Longitud 12.05 m Long. Total (x) m Pesos t 10.85 3 25 0.60 6 12.05 0.60 0.60 0.60 5 25 10.85 0.60 0.60 3 12.05 48.20 495.00 132.55 72.30 36.15 0.185 0.306 0.510 0.278 0.139 1.418 1.75 1.00 d20 c/12cm 1.30 d10 c.10cm d12 c/12cm 3 2 1 0.30 Longitud Forma y Long. 0.25 2 3 12 10 0.25 N° 1 20 d 1.20 2.20 0.60 84 198 2.40 0.80 99 Cant. Peso Total 3.05 3.20 Long. Total 3.20 m (x) m t Pesos 256.20 614.40 316.80 0.228 0.380 0.782 1.390 0.35 0.40 10 2 0.40 Forma y long. 16 1 0.40 d N° 1.50 1.60 60 1.90 Longitud 30 Cant. 3.85 m Pesos 0.255 0.071 0.184 114.00 Peso Total Long. Total (x) m 116.00 t 5 5 5 5 5 Neoprenos 5d16 d10 c/10cm 0.50 2 1 0.08 0.10 0.25 0.35 V.A. transversal Ancho 0.50 4 d20 4.55 2 3 1 1.30 4 5 4 d25 d8 c/20cm 4 d25 d8 c/20cm 4 d25 2 d20 4 d25 Long. Total Peso Total 1.00 Forma y Long. d N° 3 2 20 25 1 25 Longitud Cant. 1.00 4.50 8 8 8 m (x) m Pesos t 4 8 1.25 0.35 46 1.00 1.00 4.50 4.50 4.50 6.50 6.50 3.20 36.00 52.00 52.00 147.20 0.088 0.200 0.200 0.059 0.547 5.20 3 d20 8 d20 1.00 d8 c/20cm 3 1 2 5 8 d20 1 5 3 d20 2 d8 c/20cm 5 3 1 d8 1 d8 4 4 N° 1 2 3 3 20 Peso Total 5.20 0.95 8 0.55 3.00 27 Long. Total (x) m Cant. Forma y Long. 5.20 20 d 0.80 0.80 Longitud 8 m Pesos t 4 8 5.20 2 5.20 6.00 6.00 81.00 10.40 18.00 48.00 0.032 0.004 0.044 0.118 0.198 \A1;9.10 0.10 2.50 8 d25 1 3 d20 2 d8 c/12cm 3 2 d12 4 2 d12 5 d16 c/20cm 6 Est. adicionales (2.4m) V1 2.00 0.35 6 16 4 5 12 12 2 3 8 20 N° 1 25 d 0.70 1.85 (prom.) 9.00 0.35 Forma y Long. 9.20 Peso Total 24 4 4 2.60 9.00 4.50 Long. Total Longitud 100 6 Cant. 16 9.00 4.40 11.90 m (x) m Pesos t 0.35 0.95 4.50 9.00 62.40 0.098 18.00 0.016 36.00 0.032 440.00 0.176 54.00 0.133 190.40 0.733 1.188 \A1;9.60 0.10 2.50 8 d25 1 3 d20 2 d8 c/12cm 3 2 d12 4 2 d12 5 d16 c/20cm 6 Est. adicionales (2.4m) V1 2.00 0.35 6 16 4 5 12 12 2 3 8 20 N° 1 25 d 0.70 2.00 (prom.) 9.60 0.35 Forma y Long. 9.65 Peso Total 24 4 4 2.60 9.60 5.00 Long. Total Longitud 100 6 Cant. 16 9.60 4.70 12.35 m (x) m Pesos t 0.35 0.95 5.00 9.60 62.40 0.098 1.241 20.00 0.018 38.40 0.034 470.00 0.188 57.60 0.142 197.60 0.761 V2 5 5 5 8 d25 1 3 d20 2 6 d12 3 d12 c/15cm 4 (doble rama) Long. Total Peso Total 1.00 Long. 1.00 4 3 12 12 25 20 2 5.65 5.65 Forma y N° d 6 60 8 3 5.65 8.65 7.65 m Longitud Cant. t (x) m Pesos 1.50 1.50 5.65 2.95 0.40 33.90 69.20 22.95 0.030 0.266 0.056 276.00 0.245 4.60 0.597 V2 5 5 5 8 d25 1 3 d20 2 6 d12 3 d12 c/15cm 4 (doble rama) Long. Total Peso Total 1.00 Long. 1.00 4 3 12 12 25 20 2 1 6.15 6.15 Forma y N° d 6 60 8 3 6.15 4.60 9.15 8.15 m Longitud Cant. t (x) m Pesos 1.50 1.50 6.15 2.95 0.40 276.00 0.245 36.90 73.20 24.45 0.033 0.060 0.282 0.620 4 d20 5.70 2 3 1 1.30 4 5 4 d25 d8 c/20cm 4 d25 d8 c/20cm 4 d25 2 d20 4 d25 Long. Total Peso Total 1.00 Forma y Long. d N° 3 2 20 25 1 25 Longitud Cant. 1.00 5.65 8 8 8 m (x) m Pesos t 4 8 1.25 0.35 56 1.00 1.00 5.65 5.65 5.65 7.65 7.65 3.20 45.20 61.20 61.20 179.20 0.111 0.235 0.235 0.072 0.653 4 d20 6.20 2 3 1 1.30 4 5 4 d25 d8 c/20cm 4 d25 d8 c/20cm 4 d25 2 d20 4 d25 Long. Total Peso Total 1.00 Forma y Long. d N° 3 2 20 25 1 25 Longitud Cant. 1.00 6.20 8 8 8 m (x) m Pesos t 4 8 1.25 0.35 62 1.00 1.00 6.20 6.20 6.20 8.20 8.20 3.20 49.60 65.60 65.60 198.40 0.122 0.252 0.252 0.079 0.705 \A1;5.20 \A1;1.00 \A1;1.00 \A1;0.60 \A1;1.20 \A1;0.10 \A1;2.50 \A1;6.20 \A1;1.30 \A1;0.40 \A1;5.70 \A1;1.30 \A1;0.40 \A1;0.10 \A1;2.50 \A1;4.55 \A1;1.30 \A1;0.40 \A1;0.10 \A1;2.50 5 5 5 5 d12 c/22cm 1 2 d12 c/11cm Rep d8 c/25cm 3 4 V1 P2 d12 c/22cm 3 4 8 12 2 12 12 1 6.95 Peso Total 112 155 78 78 7.40 7.40 5.45 7.05 828.80 1147.00 425.10 549.90 N° d Forma y Long. 0.10 Longitud m (x) m Long. Total Pesos t 5.30 6.95 0.15 7.40 0.30 Cant. 0.15 0.331 1.020 0.378 0.489 2.218 5 5 5 5 d12 c/22cm 1 2 d12 c/11cm Rep d8 c/25cm 3 4 V1 P2 d12 c/22cm 3 4 8 12 2 12 12 1 6.95 Peso Total 112 165 82 82 7.40 7.40 5.45 7.05 828.80 1221.00 446.90 578.10 N° d Forma y Long. 0.10 Longitud m (x) m Long. Total Pesos t 5.30 6.95 0.15 7.40 0.30 Cant. 0.15 0.331 1.087 0.398 0.514 2.330 5 5.45 P2 10.85 11.85 8.70 10.85 10.85 5.50 4 8 3 2 1 0.50 16 16 16 8.30 56 56 54 0.20 0.50 d16 c/20cm 3 d16 c/20cm Rep d8 c/25cm 4 1 Peso Total (x) m 0.25 \A1;0.40 4.80 0.5 d16 c/20cm 2 0.20 0.10 N° d Forma y Long. Longitud m Long. Total Pesos t Cant. C2 P1 5.60 87 487.20 469.80 663.60 607.60 0.195 0.742 1.048 0.960 2.945 5.55 5.45 P2 5.05 5.45 P2 \A1;3.90 \A1;5.45 \A1;5.05 \A1;5.45 \A1;5.55 \A1;5.45 \A1;0.25 \A1;4.80 \A1;0.5 \A1;1.30 \A1;3.90 \A1;1.80 \A1;0.25 \A1;5.45 \A1;0.60 \A1;0.65 \A1;2.40 \A1;10.70 \A1;1.20 \A1;2.50 \A1;5.45 \A1;1.20 \A1;0.50 \A1;0.25 \A1;4.80 \A1;0.5 \A1;0.55 \A1;0.50 \A1;5.20 \A1;1.80 Peso Total 8 16 16 5 2 1 3.20 0.40 0.40 14 14 4.00 7.75 0.40 0.40 6.95 0.40 0.40 6.95 4 16 2.80 0.40 3 16 0.40 18 3.60 18 7.75 (x) m N° d Forma y Long. Longitud m Long. Total Pesos t Cant. 112 2.35 0.40 2.75 56.00 108.50 64.80 139.50 308.00 0.088 0.171 0.102 0.220 0.123 0.704 d16 c/34cm d8 c/25cm d16 c/28cm 3 5 5 1 \A1;0.40 0.50 5 5 d16 c/34cm 2 d16 c/28cm 4 \A1;0.10 C1 P1 \A1;0.55 \A1;0.50 \A1;5.20 \A1;1.80 d16 c/34cm d8 c/25cm d16 c/28cm 3 5 5 1 \A1;0.40 0.50 5 5 d16 c/34cm 2 d16 c/28cm 4 \A1;0.10 C1 P1 Peso Total 8 16 16 5 2 1 3.20 0.40 0.40 14 14 4.00 7.75 0.40 0.40 6.95 0.40 0.40 6.95 4 16 2.80 0.40 3 16 0.40 18 3.60 18 7.75 (x) m N° d Forma y Long. Longitud m Long. Total Pesos t Cant. 112 2.35 0.40 2.75 56.00 108.50 64.80 139.50 308.00 0.088 0.171 0.102 0.220 0.123 0.704 \A1;0.55 \A1;0.50 \A1;5.20 \A1;1.80 Peso Total 8 16 16 5 2 1 3.20 0.40 0.40 14 14 4.00 7.75 0.40 0.40 6.95 0.40 0.40 6.95 4 16 2.80 0.40 3 16 0.40 18 3.60 18 7.75 (x) m N° d Forma y Long. Longitud m Long. Total Pesos t Cant. 112 2.35 0.40 2.75 56.00 108.50 64.80 139.50 308.00 0.088 0.171 0.102 0.220 0.123 0.704 d16 c/34cm d8 c/25cm d16 c/28cm 3 5 5 1 \A1;0.40 0.50 5 5 d16 c/34cm 2 d16 c/28cm 4 \A1;0.10 C1 P1 \A1;9.7 5 5 0.40 5 \A1;5.61 5 0.30 Viga Principal C1 5 5 0.50 5 5 V1 V2 L2 C2 P2 5 5 5 5 0.40 0.30 0.70 0.30 Losa de aprox. Tope antisismico long. (cant: 3) 0.40 \A1;9.7 V3 Viga Cabezal A1 \A1;3.9 5 5 5 5 5 5 L1 L2 C1 V1 0.40 0.50 0.50 0.60 V2 5 0.40 5 5 0.25 P1 P2 C2 5 PA PB PA 5 5 5 0.10 0.25 0.65 \A1;9.6 0.10 5 5 5.35 5 P1 C1 L1 V1 5 0.60 5 5 \A1;9.2 5 5 0.40 5 \A1;5.61 5 0.30 Viga Principal C1 5 5 0.50 5 5 V1 V2 L2 C2 P2 5 5 5 5 0.40 0.30 0.70 0.30 Losa de aprox. Tope antisismico long. (cant: 3) 0.40 \A1;9.2 V3 Viga Cabezal A1 \A1;3.9 0.10 0.25 0.65 \A1;9.1 0.10 5 5 5.35 5 P1 C1 L1 V1 5 0.60 5 5 5 5 5 5 5 5 L1 L2 C1 V1 0.40 0.50 0.50 0.60 V2 5 0.40 5 5 0.25 P1 P2 C2 5 PA PB PA 5 5 5 5 5 5 5 5 5 L1 L2 C1 V1 0.40 0.50 0.50 0.60 V2 5 \A1;0.40 5 5 \A1;0.25 P1 P2 C2 5 P P P 5 5 5 C3 \A1;2.53 \A1;2.53 \A1;2.53 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.50 \A1;0.50 \A1;1.50 \A1;8.30 \A1;1.42 \A1;1.42 \A1;5.07 \A1;3.57 \A1;2.17 \A1;2.17 \A1;2.40 \A1;4.80 \A1;0.50 \A1;1.00 \A1;1.20 \A1;3.00 \A1;0.65 \A1;1.00 \A1;0.80 \A1;0.40 \A1;0.40 \A1;1.75 \A1;1.00 \A1;1.30 \A1;0.30 \A1;5.45 \A1;0.25 \A1;4.80 \A1;0.5 \A1;2.53 \A1;2.53 \A1;2.53 \A1;8.30 \A1;1.42 \A1;1.42 \A1;1.00 \A1;4.80 \A1;4.80 \A1;0.50 \A1;0.40 \A1;0.40 \A1;Variable (ES 01 / ES 02 / ES 03) \A1;0.10 \A1;0.40 Carpeta de Rodamiento d100 Caño Desagüe cada 3m d60 Caño Desagüe cada 3m d100 Caño Desagüe cada 3m Baranda Metálica s/pl. MC-4196 Carpeta de Rodamiento 1% 1% 1% 1% Baranda Metálica s/pl. MC-4196 2.529999999998836 5 2.529999999998836 8.300000000017462 1.418749999982538 1.418749999982538 d60 Caño Desagüe cada 3m 4.800050319638103 4.800050319754519 0.5000052415998653 0.4000041932740714 0.4000041933322791 5 1.00001048327249 5 0.4000000000087311 TOTAL=45.24m3 TOTAL=50.04m3 MC-PI-02 MC-PI-01 MCsdc MCsdc MCsdc MCsdc MCsdc MCsdc \T0.85;\c16777215;ABC ADMINISTRADORA BOLIVIANA DE \W1.13;CARRETERAS ESCALAS: REF. HORIZONTAL: PROYECCIÓN: WGS - 84 U.T.M. - ZONA 20 HOJA : CÓDIGO: TÍTULO DEL PLANO: ADMINISTRADORA BOLIVIANA DE CARRETERAS ESTADO PLURINACIONAL DE BOLIVIA SOCIAL Y AMBIENTAL (TESA) DE LA CARRETERA SAN PEDRO - LA ENCONADA ESTUDIO INTEGRAL TÉCNICO, ECONÓMICO, CONTRATO ABC Nº 322/12 GRE-CON-CAF CORPORACIÓN ANDINA DE FOMENTO DISEÑO: GERENTE DE PROYECTO: Ing. Mauricio Guarnieri Ing. Juan Carmona Palau FISCAL DE PROYECTO: Ing. Alfredo Vargas Tunich FIRMAS: FECHA: Octubre 2012 LA INFORMACIÓN TÉCNICA Y GRÁFICA CONTENIDA EN ESTA LÁMINA ES PROPIEDAD INTELECTUAL DE: MC sdc S.R.L. - Caminos S.R.L. J.A.G. / M.A.D. / P.H.C. / M.E.F. MC-C-28-12-PE-PTP- -01 Octubre 2012 Octubre 2012 1:50 016 016 PLANO TIPO Nº MC-8714 ARMADURA PARED -P1- ARMADURA PARED -P2- ARMADURA LOSA (L1) ARMADURA LOSA (L2) ARMADURA VIGA -V1- PLANTA NIVEL FUNDACION VISTA CONTRAFUERTE C1 Y V1 VISTA CONTRAFUERTE C2 Y V2 VISTA LATERAL VISTA TRANSVERSAL DE ESTRIBO Y VIGAS ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ARMADURA CONTRAFUERTE (C1) ARMADURA CONTRAFUERTE (C2) ARMADURA VIGA -V2- ARMADURA VIGA CABEZAL -V3- ARMADURA TOPES ANTISISMICOS LONG. ARMADURA ALERO -A1- ARMADURA COLUMNA -C3- ARMADURA PILOTES ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. ESC 1:50 bs=420 MN/m2 H21 Cemento A.R.S. PLANOS DEFINITIVOS 2.40 4.80 0.50 1.00 1.20 V2 L2 C2 P2 3.00 0.65 1.00 0.80 0.40 \A1;0.30 \A1;0.70 \A1;0.30 Losa de aprox. Tope antisismico long. (cant: 3) 0.40 \A1;8.05 V3 Viga Cabezal A1 \A1;4.75 V1 5.45 P2 \A1;4.75 d16 c/20cm 3 d16 c/20cm Rep d8 c/25cm 4 1 0.25 \A1;0.40 4.80 0.5 d16 c/20cm 2 C2 P1 10.85 11.85 8.70 4.70 10.85 10.85 4.70 4 8 3 2 1 0.50 16 16 16 8.30 87 48 48 46 0.20 0.50 Peso Total (x) m 0.20 0.10 N° d Forma y Long. Longitud m Long. Total Pesos t Cant. 520.80 568.80 400.20 408.90 0.822 0.899 0.632 0.163 2.516

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, block, bracket, bridge, diagram, DWG, plan, support