Bridge Over Masicuri River DWG Block for AutoCAD

Bridge Over Masicuri River DWG Block for AutoCAD

Bridge 5 flights of 35.65 m. with a total length of 176.20 m

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

planimetry, original coordinates, beach sand and rocks, school property limit, direction of development and infrastructure, republic of bolivia, work inspection unit, signature, date, revisions, prefecture of the department of santa cruz, community, beach rocks, construction project, final engineering design, plane no., general plan, structural plans, location of the bridge, river masicuri, longitudinal profile of the bridge, compacted filling with material from excavation., the prestressed concrete superstructure will be constructed with prefabricated beams and slab of hºaº emptied in place, dimensions in meters, scales indicated, the infraerestructura will be of reinforced concrete, with foundations, deep in all., notes :, period of, flow of, design, height hmax, speed, area of the, hydrology summary sheet, bridge planimetry, n. to. m. e., unit, educational, level foundation, level sidewalk, description, this, north, elevation, to mataral, to ipita

Raw text data extracted from CAD file:

N S E O NO SO NE SE \A1;7.64 \A1;7.59 \A1;3.13 \A1;7.59 \A1;3.13 \A1;7.59 \A1;3.13 \A1;7.59 \A1;29.63 \A1;9.28 \A1;Long Curva Vertical = 30 m \A1;Long Curva Vertical = 30 m BM-01 ESCALA 1:400 (m) 4.0 8.0 16.0 12.0 8.0 4.0 0 0.000 500.98 500.05 499.85 498.55 498.69 497.35 497.48 496.04 496.11 497.34 495.94 496.08 497.26 496.06 497.35 497.88 496.09 496.11 497.98 498.35 495.95 496.26 497.87 496.25 497.24 496.26 497.49 499.15 498.84 498.91 499.15 499.09 499.99 499.64 499.12 500.02 499.80 498.63 497.67 497.64 497.83 497.29 496.53 497.24 499.38 499.81 499.80 499.58 500.09 501.59 500.07 500.55 500.12 500.72 500.27 500.14 499.99 500.19 499.83 499.76 499.87 500.69 500.57 500.57 500.30 500.61 500.64 500.73 500.95 500.98 500.75 500.81 500.87 501.24 501.23 501.76 501.53 500.09 500.56 500.07 500.00 500.12 500.63 499.51 499.21 499.41 499.35 499.08 499.46 499.86 500.24 498.93 500.41 500.43 500.20 500.28 500.04 499.93 500.31 500.80 500.60 500.75 501.06 500.79 500.65 500.17 500.64 500.10 500.79 501.09 501.35 501.62 501.33 500.95 501.77 501.57 501.76 502.11 502.35 502.45 502.04 502.24 502.77 502.27 502.51 502.46 502.85 502.64 502.96 503.10 502.27 503.47 503.41 503.24 503.32 503.57 503.50 503.39 504.02 504.53 504.18 504.73 503.74 503.37 503.33 502.90 496.23 496.49 496.97 496.45 497.62 496.44 496.69 496.32 497.09 496.36 496.90 496.24 496.61 496.48 496.79 496.50 496.72 497.92 497.21 496.60 496.86 496.36 496.79 496.75 496.29 496.38 496.15 496.69 495.94 496.09 496.71 496.64 496.01 496.44 495.95 496.16 495.93 496.24 496.00 496.22 496.01 495.78 495.71 495.55 495.52 495.49 495.34 495.25 495.17 495.93 495.95 496.03 495.80 496.16 495.86 496.24 496.09 496.23 496.38 496.10 496.14 495.98 496.23 495.97 496.55 496.13 496.83 495.92 496.20 496.13 496.78 495.89 496.04 496.65 497.70 496.97 496.51 494.74 494.95 494.96 495.12 495.38 495.68 495.72 495.95 495.90 495.95 495.73 495.95 496.06 495.88 495.86 495.80 495.81 495.91 495.44 495.21 495.04 494.85 494.90 495.03 495.39 495.28 495.12 495.28 495.64 495.84 495.89 495.85 495.57 495.90 496.11 496.24 501.74 501.43 501.58 501.60 501.53 501.56 501.44 501.43 501.34 501.16 500.90 501.06 500.85 500.82 501.05 501.07 501.03 501.14 500.65 501.21 501.08 501.09 501.11 500.83 501.19 501.37 500.73 501.20 501.01 500.58 500.65 501.01 500.87 500.92 500.79 500.88 500.74 501.19 501.41 500.94 500.91 500.84 500.79 500.94 500.85 500.92 500.20 500.56 500.10 499.73 500.26 500.72 499.54 499.45 498.18 497.82 498.20 499.72 498.37 499.15 499.36 500.85 500.41 500.80 498.98 500.46 500.95 501.03 500.48 501.24 500.89 500.93 495.99 496.15 494.89 495.02 496.12 495.86 495.68 495.66 495.60 495.61 495.71 495.24 495.01 494.84 494.65 494.70 495.43 495.27 495.43 495.79 495.99 496.04 496.00 495.72 496.05 496.26 497.34 495.94 496.08 497.26 496.06 497.35 497.34 495.94 496.08 497.26 496.06 497.35 497.34 496.14 496.08 497.26 496.06 497.35 497.34 496.24 496.08 497.26 496.06 497.35 496.08 497.26 496.06 497.35 495.24 495.01 494.84 494.65 494.70 494.70 494.70 494.70 495.43 495.43 495.43 495.43 495.43 495.43 495.43 495.43 495.99 495.99 495.99 495.99 495.86 495.68 495.66 495.60 496.05 496.26 496.05 496.26 496.05 496.26 496.05 496.26 500.98 500.05 499.85 498.55 498.69 497.35 497.48 496.04 496.11 497.34 495.94 496.08 497.26 496.06 497.35 497.88 496.09 496.11 497.98 498.35 495.95 496.26 497.87 496.25 497.24 496.26 497.49 499.15 498.84 498.91 499.15 499.09 499.99 499.64 499.12 500.02 499.80 498.63 497.67 497.64 497.83 497.29 496.53 497.24 499.38 499.81 499.80 499.58 500.09 501.59 500.07 500.55 500.12 500.72 500.27 500.14 499.99 500.19 499.83 499.76 499.87 500.69 500.57 500.57 500.30 500.61 500.64 500.73 500.95 500.98 500.75 500.81 500.87 501.24 501.23 501.76 501.53 500.09 500.56 500.07 500.00 500.12 500.63 499.51 499.21 499.41 499.35 499.08 499.46 499.86 500.24 498.93 500.41 500.43 500.20 500.28 500.04 499.93 500.31 500.80 500.60 500.75 501.06 500.79 500.65 500.17 500.64 500.10 500.79 501.09 501.35 501.62 501.33 500.95 501.77 501.57 501.76 502.11 502.35 502.45 502.04 502.24 502.77 502.27 502.51 502.46 502.85 502.64 502.96 503.10 502.27 503.47 503.41 503.24 503.32 503.57 503.50 503.39 504.02 504.53 504.18 504.73 503.74 503.37 503.33 502.90 496.23 496.49 496.97 496.45 497.62 496.44 496.69 496.32 497.09 496.36 496.90 496.24 496.61 496.48 496.79 496.50 496.72 497.92 497.21 496.60 496.86 496.36 496.79 496.75 496.29 496.38 496.15 496.69 495.94 496.09 496.71 496.64 496.01 496.44 495.95 496.16 495.93 496.24 496.00 496.22 496.01 495.78 495.71 495.55 495.52 495.49 495.34 495.25 495.17 495.93 495.95 496.03 495.80 496.16 495.86 496.24 496.09 496.23 496.38 496.10 496.14 495.98 496.23 495.97 496.55 496.13 496.83 495.92 496.20 496.13 496.78 495.89 496.04 496.65 497.70 496.97 496.51 494.74 494.95 494.96 495.12 495.38 495.68 495.72 495.95 495.90 495.95 495.73 495.95 496.06 495.88 495.86 495.80 495.81 495.91 495.44 495.21 495.04 494.85 494.90 495.03 495.39 495.28 495.12 495.28 495.64 495.84 495.89 495.85 495.57 495.90 496.11 496.24 501.74 501.43 501.58 501.60 501.53 501.56 501.44 501.43 501.34 501.16 500.90 501.06 500.85 500.82 501.05 501.07 501.03 501.14 500.65 501.21 501.08 501.09 501.11 500.83 501.19 501.37 500.73 501.20 501.01 500.58 500.65 501.01 500.87 500.92 500.79 500.88 500.74 501.19 501.41 500.94 500.91 500.84 500.79 500.94 500.85 500.92 500.20 500.56 500.10 499.73 500.26 500.72 499.54 499.45 498.18 497.82 498.20 499.72 498.37 499.15 499.36 500.85 500.41 500.80 498.98 500.46 500.95 501.03 500.48 501.24 500.89 500.93 495.99 496.15 494.89 495.02 496.12 495.86 495.68 495.66 495.60 495.61 495.71 495.24 495.01 494.84 494.65 494.70 495.43 495.27 495.43 495.79 495.99 496.04 496.00 495.72 496.05 496.26 497.34 495.94 496.08 497.26 496.06 497.35 497.34 495.94 496.08 497.26 496.06 497.35 497.34 496.14 496.08 497.26 496.06 497.35 497.34 496.24 496.08 497.26 496.06 497.35 496.08 497.26 496.06 497.35 495.24 495.01 494.84 494.65 494.70 494.70 494.70 494.70 495.43 495.43 495.43 495.43 495.43 495.43 495.43 495.43 495.99 495.99 495.99 495.99 495.86 495.68 495.66 495.60 496.05 496.26 496.05 496.26 496.05 496.26 496.05 496.26 38.20194444° LAMINA 01 PLANIMETRIA LAMINA 02 5 5 5 5 5 5 490. 500. 495. 505. 510. BM-02 BM-01 5 5 CORDENADAS ORIGINALES Playa de arena y rocas 5 5 Radio de curva = 50.00 m Long. curva = 29.63 m Ang. deflexion = 33°57'31" Radio de curva = 60.00 m Long. curva = 9.28 m Ang. deflexion = 8°51'30" RADIO DE CURVA = 50.00 M LONG. CURVA = 29.63 M ANG. DEFLEXION = 33°57'31" RADIO DE CURVA = 60.00 M LONG. CURVA = 9.28 M ANG. DEFLEXION = 8°51'30" Long Curva Vertical = 30 m Long Curva Vertical = 30 m 490. 500. 495. 505. 510. PIV-01 PIV-02 485. 485. 485. 485. 0+020 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+000 C-1 C-2 BM-02 LIMITE PROPIEDAD ESCOLAR LIMITE PROPIEDAD PRIVADA (CERCA) LIMITE PROPIEDAD PRIVADA (CERCA) LIMITE PROPIEDAD ESCOLAR 497.0 498.0 499.0 500.0 497.0 498.0 499.0 500.0 DIRECCION DE DESARROLLO E INFRAESTRUCTURA REPUBLICA DE BOLIVIA UNIDAD DE FISCALIZACION DE OBRAS FIRMA FECHA REVISIONES N. PREFECTURA DEL DEPARTAMENTO DE SANTA CRUZ COMUNIDAD " E L Y E S O " PLAYA DE ROCAS "PUENTE RIO MASICURÍ" TRAMO MATARAL-IPITA RF-22 PROYECTO CONSTRUCCION DISEÑO FINAL DE INGENIERIA PLANO Nro. PLANO GENERAL E-01 PLANOS ESTRUCTURALES "PUENTE RIO MASICURÍ" UBICACIÓN DEL PUENTE "PUENTE RIO MASICURÍ" RIO MASICURI PERFIL LONGITUDINAL DEL PUENTE RELLENO COMPACTADO CON MATERIAL PROVENIENTE DE EXCAVACIÓN. RELLENO COMPACTADO CON MATERIAL PROVENIENTE DE EXCAVACIÓN. TIPO DE CARGA: CAMION HS25 (AASHTO-02). LA SUPERESTRUCTURA DE HORMIGON PRETENSADO SE CONSTRUIRA CON VIGAS PREFABRICADAS Y LOSA DE HºAº VACIADA EN SITIO. RECUBRIMIENTO MINIMO INFRAESTRUCTURA 5cm. RECUBRIMIENTO MINIMO SUPERESTRUCTURA 2.5cm. DIMENSIONES EN METROS. ESCALAS INDICADAS. 1.- 2.- 9.- 10.- 11.- 12.- BARANDADO TIPO P-3 S.N.C. 8.- ACERO DE PRETENSADO GRADO 270 7.- ACERO ESTRUCTURAL GRADO 60 CON LÍMITE DE FLUENCIA DE 4200 kg/cm2 6.- EL HORMIGÓN TIPO "P" PARA LAS VIGAS PRETENSADAS TENDRÁ UNA 5.- EL HORMIGÓN TIPO "A" TENDRÁ UNA RESISTENCIA CILÍNDRICA 4 CARACTERÍSTICA A LOS 28 DÍAS DE 210 kg/cm2 RESISTENCIA CILÍNDRICA CARACTERÍSTICA A LOS 28 DÍAS DE 350 kg/cm2 LA INFRAERESTRUCTURA SERA DE HORMIGON ARMADO, CON FUNDACIONES PROFUNDAS EN TODAS. 3.- NOTAS: PERIODO DE RETORNO (Años) CAUDAL DE DISEÑO (m3/seg) Hmax (m) COTA Hmax (msnm) VELOCIDAD (m/seg) AREA DE LA SECCION (m2) 500 2271.214 4.50 499.294 4.040 530.824 PLANILLA RESUMEN HIDROLOGIA PLANIMETRIA DEL PUENTE N 7897750 N 7897800 N 7897850 N 7897900 N 7897950 N 7897750 N 7897800 N 7897850 N 7897700 E 20426800 E 20426750 E 20426700 E 20426600 E 20426600 E 20426650 E 20426750 E 20426800 N 7897700 Señalización^Jpreventiva a 50 mts. Señalización^Jpreventiva a 50 mts. N. A. M. E. 499.294 msnm ESCALA 1:400 (m) 4.0 8.0 16.0 12.0 8.0 4.0 0 UNIDAD EDUCATIVA "EL YESO" COTA FUNDACION 488.783 msnm COTA FUNDACION 488.783 msnm COTA FUNDACION 495.983 msnm COTA FUNDACION 495.983 msnm NIVEL ACERA 504.483 msnm BM-1 20426777.2424 7897739.8381 499.5087 DESCRIPCION ESTE NORTE COTA BM-2 20426656.6572 7897893.0637 500.7916 DESCRIPCION ESTE NORTE COTA A MATARAL A IPITA 35.65 m LONGITUD TOTAL = 178.200 m

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, bridge, DWG, length, river, total