Bridge Supports, Chimbayacu Bridge DWG Block for AutoCAD

Bridge Supports, Chimbayacu Bridge DWG Block for AutoCAD

BRACKETS CHIMBAYACU BRIDGE

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

combined dictionary, cryo, river, earth, river bridge chimbiyacu, q min, q max grown, mechanical excavation of soils, river bridge chimbiyacu plant, longitudinal cut, q med, foundation cota, has metal beams and the slab of road is, – the hydrological data were obtained by the supervision, – the study of soils has been executed by superviction, – the topographic works have been executed in work by, emptied armed founded directly to the ground., of asphalt carpetra, references, notes, minimal coatings: , dimensions in meters., notes:, scales indicated., detail of neoprene, transversal profile, the walls eaves of the abutments will be executed, detail of eaves, abutment, wing, pvc tube, for, to evacuate the filtrations, superficial waters , prosecution of the river, of the and aisi, structural details are governed to the same., indicated, sheet, structural, scales, technical specifications, calculation and structural design, abibos of the bridge over rio chimbayacu, abutments, eaves, buttress and details, contains :, owner, local government Carlos july arosemena tola, date, drawing, lpla, diameter of commercial rods, iron summary sheet, eat., long., observations, ing. luis lopez, types of dubbing, stamps local government carlos julio arosemena tola, support base, castling, h.armado wall, variable, gabion wall, right eaves, left eaves, buttress, seismic wall, bridge beams, tooth, eave, beam, left, right, ground improvement, via bridge access, terrain profile, xx cut, access ramp, footboard cut, left footboard, right footboard, planimetry, bridge cut, isometry, foundations abutments, wall access bridge

Raw text data extracted from CAD file:

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\A1;7.30 \A1;1.84 \A1;1.10 \A1;0.60 \A1;2.60 \A1;2.36 \A1;2.00 \A1;2.00 \A1;11.12 \A1;7.30 \A1;7.60 06/21/10 01:46:37pm 8.5 7 COMBINED DICTIONARY 1589 453.889 9878356.779 854638.084 29 06/21/10 01:51:16pm 2.1 1 COMBINED DICTIONARY 1589 458.750 9878271.229 854651.153 30 x2 06/21/10 01:51:37pm 2.1 5 COMBINED DICTIONARY 1589 459.561 9878271.499 854649.225 31 06/21/10 01:57:45pm 2.5 5 COMBINED DICTIONARY 1589 453.943 9878355.730 854638.564 32 cr 06/21/10 02:17:28pm 1.7 3 COMBINED DICTIONARY 1589 457.304 9878269.636 854636.489 33 cr 06/21/10 02:17:49pm 2.0 3 COMBINED DICTIONARY 1589 455.143 9878274.493 854643.194 34 06/21/10 02:18:26pm 1.7 4 COMBINED DICTIONARY 1589 456.243 9878284.138 854644.345 35 c1 06/21/10 02:21:11pm 1.5 4 COMBINED DICTIONARY 1589 453.391 9878325.871 854641.238 36 06/21/10 02:21:42pm 2.2 3 COMBINED DICTIONARY 1589 452.386 9878327.452 854646.871 37 06/21/10 02:22:17pm 1.5 4 COMBINED DICTIONARY 1589 452.814 9878342.323 854645.093 38 c1 06/21/10 02:22:46pm 1.4 4 COMBINED DICTIONARY 1589 453.252 9878350.127 854647.996 39 cr 06/21/10 02:23:32pm 1.7 4 COMBINED DICTIONARY 1589 452.449 9878351.982 854650.688 40 cr 06/21/10 02:24:06pm 1.7 2 COMBINED DICTIONARY 1589 452.164 9878359.881 854660.032 41 c2 06/21/10 02:24:26pm 2.6 4 COMBINED DICTIONARY 1589 453.315 9878364.809 854656.382 42 c2-c2 06/21/10 02:25:02pm 1.7 3 COMBINED DICTIONARY 1589 454.801 9878356.829 854643.384 43 06/21/10 02:25:37pm 1.7 3 COMBINED DICTIONARY 1589 452.227 9878360.780 854641.694 45 crio 06/21/10 02:26:16pm 1.7 4 COMBINED DICTIONARY 1589 452.415 9878366.795 854639.999 46 06/21/10 02:29:05pm 1.6 3 COMBINED DICTIONARY 1589 452.932 9878364.237 854634.127 47 bm 06/21/10 02:30:11pm 1.9 6 COMBINED DICTIONARY 1589 453.360 9878359.191 854630.678 48 06/21/10 02:34:37pm 2.5 3 COMBINED DICTIONARY 1589 448.454 9878375.250 854703.744 50 c 06/21/10 02:35:02pm 1.8 2 COMBINED DICTIONARY 1589 446.677 9878381.233 854705.325 51 c 06/21/10 02:35:33pm 5.0 2 COMBINED DICTIONARY 1589 444.876 9878385.926 854715.094 52 crio 06/21/10 02:35:49pm 5.0 4 COMBINED DICTIONARY 1589 445.544 9878389.454 854714.095 53 crio 06/21/10 02:37:38pm 8.0 4 COMBINED DICTIONARY 1589 446.133 9878390.917 854726.379 54 06/21/10 02:38:11pm 5.1 4 COMBINED DICTIONARY 1589 445.984 9878384.981 854726.580 56 rio 06/21/10 02:43:49pm 7.1 3 COMBINED DICTIONARY 1589 446.502 9878384.582 854683.839 57 rio 06/21/10 02:46:12pm 2.6 3 COMBINED DICTIONARY 1589 446.464 9878393.107 854675.064 58 crio 06/21/10 02:46:42pm 5.4 3 COMBINED DICTIONARY 1589 447.455 9878400.312 854675.189 59 c2 06/21/10 02:48:11pm 1.4 3 COMBINED DICTIONARY 1589 449.602 9878402.913 854643.131 61 c 06/21/10 02:48:37pm 1.8 3 COMBINED DICTIONARY 1589 451.601 9878394.164 854639.832 62 rio 06/21/10 02:51:50pm 1.5 4 COMBINED DICTIONARY 1589 447.888 9878383.462 854635.333 63 c1- 06/21/10 02:56:13pm 4.0 4 COMBINED DICTIONARY 1589 447.324 9878393.771 854633.192 64 06/21/10 02:59:59pm 2.0 4 COMBINED DICTIONARY 1589 449.896 9878400.321 854632.805 65 c1 06/21/10 03:03:53pm 1.8 3 COMBINED DICTIONARY 1589 447.840 9878416.022 854640.015 67 c1 06/21/10 03:04:19pm 1.6 3 COMBINED DICTIONARY 1589 448.177 9878417.085 854633.269 68 c2 06/21/10 03:04:49pm 2.0 4 COMBINED DICTIONARY 1589 448.052 9878425.800 854634.493 69 06/21/10 03:05:18pm 1.6 4 COMBINED DICTIONARY 1589 450.505 9878425.353 854642.092 70 06/21/10 03:05:50pm 1.4 5 COMBINED DICTIONARY 1589 450.387 9878433.137 854643.090 71 06/21/10 03:06:22pm 1.6 3 COMBINED DICTIONARY 1589 450.609 9878434.611 854636.892 72 c1 06/27/10 06:25:55pm 5.4 3 COMBINED DICTIONARY 1590 454.637 9878388.736 854581.177 92 r 06/27/10 06:28:11pm 2.6 4 COMBINED DICTIONARY 1590 452.502 9878413.645 854549.138 94 r 06/27/10 06:30:13pm 2.7 4 COMBINED DICTIONARY 1590 454.077 9878429.185 854548.404 96 r-2m 06/27/10 06:31:49pm 2.8 5 COMBINED DICTIONARY 1590 453.825 9878449.358 854553.216 98 d 8.0 4 COMBINED DICTIONARY 1588 0.032 2.8 2 COMBINED DICTIONARY 1588 0.034 2.8 3 COMBINED DICTIONARY 1588 0.053 1.7 2 COMBINED DICTIONARY 1589 0.005 5.9 4 COMBINED DICTIONARY 1589 0.005 c1 1.9 4 COMBINED DICTIONARY 1589 0.012 r1b 3.1 3 COMBINED DICTIONARY 1590 0.034 2.7 4 COMBINED DICTIONARY 1590 0.018 5.2 6 COMBINED DICTIONARY 1590 0.023 4 tierra 2.4 2 COMBINED DICTIONARY 1589 0.043 4 tierra 2.8 3 COMBINED DICTIONARY 1589 0.035 4 tierra 4.6 8 COMBINED DICTIONARY 1589 0.056 PUENTE RIO CHIMBIYACU 1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 Q MIN Q MAX CRECIDA EXCAVACION MECANICA DE SUELOS 06/21/10 01:46:37pm 8.5 7 COMBINED DICTIONARY 1589 453.889 9878356.779 854638.084 29 06/21/10 01:51:16pm 2.1 1 COMBINED DICTIONARY 1589 458.750 9878271.229 854651.153 30 x2 06/21/10 01:51:37pm 2.1 5 COMBINED DICTIONARY 1589 459.561 9878271.499 854649.225 31 06/21/10 01:57:45pm 2.5 5 COMBINED DICTIONARY 1589 453.943 9878355.730 854638.564 32 cr 06/21/10 02:17:28pm 1.7 3 COMBINED DICTIONARY 1589 457.304 9878269.636 854636.489 33 cr 06/21/10 02:17:49pm 2.0 3 COMBINED DICTIONARY 1589 455.143 9878274.493 854643.194 34 06/21/10 02:18:26pm 1.7 4 COMBINED DICTIONARY 1589 456.243 9878284.138 854644.345 35 c1 06/21/10 02:21:11pm 1.5 4 COMBINED DICTIONARY 1589 453.391 9878325.871 854641.238 36 06/21/10 02:21:42pm 2.2 3 COMBINED DICTIONARY 1589 452.386 9878327.452 854646.871 37 06/21/10 02:22:17pm 1.5 4 COMBINED DICTIONARY 1589 452.814 9878342.323 854645.093 38 c1 06/21/10 02:22:46pm 1.4 4 COMBINED DICTIONARY 1589 453.252 9878350.127 854647.996 39 cr 06/21/10 02:23:32pm 1.7 4 COMBINED DICTIONARY 1589 452.449 9878351.982 854650.688 40 cr 06/21/10 02:24:06pm 1.7 2 COMBINED DICTIONARY 1589 452.164 9878359.881 854660.032 41 c2 06/21/10 02:24:26pm 2.6 4 COMBINED DICTIONARY 1589 453.315 9878364.809 854656.382 42 c2-c2 06/21/10 02:25:02pm 1.7 3 COMBINED DICTIONARY 1589 454.801 9878356.829 854643.384 43 06/21/10 02:25:37pm 1.7 3 COMBINED DICTIONARY 1589 452.227 9878360.780 854641.694 45 crio 06/21/10 02:26:16pm 1.7 4 COMBINED DICTIONARY 1589 452.415 9878366.795 854639.999 46 06/21/10 02:29:05pm 1.6 3 COMBINED DICTIONARY 1589 452.932 9878364.237 854634.127 47 bm 06/21/10 02:30:11pm 1.9 6 COMBINED DICTIONARY 1589 453.360 9878359.191 854630.678 48 06/21/10 02:34:37pm 2.5 3 COMBINED DICTIONARY 1589 448.454 9878375.250 854703.744 50 c 06/21/10 02:35:02pm 1.8 2 COMBINED DICTIONARY 1589 446.677 9878381.233 854705.325 51 c 06/21/10 02:35:33pm 5.0 2 COMBINED DICTIONARY 1589 444.876 9878385.926 854715.094 52 crio 06/21/10 02:35:49pm 5.0 4 COMBINED DICTIONARY 1589 445.544 9878389.454 854714.095 53 crio 06/21/10 02:37:38pm 8.0 4 COMBINED DICTIONARY 1589 446.133 9878390.917 854726.379 54 06/21/10 02:38:11pm 5.1 4 COMBINED DICTIONARY 1589 445.984 9878384.981 854726.580 56 rio 06/21/10 02:43:49pm 7.1 3 COMBINED DICTIONARY 1589 446.502 9878384.582 854683.839 57 rio 06/21/10 02:46:12pm 2.6 3 COMBINED DICTIONARY 1589 446.464 9878393.107 854675.064 58 crio 06/21/10 02:46:42pm 5.4 3 COMBINED DICTIONARY 1589 447.455 9878400.312 854675.189 59 c2 06/21/10 02:48:11pm 1.4 3 COMBINED DICTIONARY 1589 449.602 9878402.913 854643.131 61 c 06/21/10 02:48:37pm 1.8 3 COMBINED DICTIONARY 1589 451.601 9878394.164 854639.832 62 rio 06/21/10 02:51:50pm 1.5 4 COMBINED DICTIONARY 1589 447.888 9878383.462 854635.333 63 c1- 06/21/10 02:56:13pm 4.0 4 COMBINED DICTIONARY 1589 447.324 9878393.771 854633.192 64 06/21/10 02:59:59pm 2.0 4 COMBINED DICTIONARY 1589 449.896 9878400.321 854632.805 65 c1 06/21/10 03:03:53pm 1.8 3 COMBINED DICTIONARY 1589 447.840 9878416.022 854640.015 67 c1 06/21/10 03:04:19pm 1.6 3 COMBINED DICTIONARY 1589 448.177 9878417.085 854633.269 68 c2 06/21/10 03:04:49pm 2.0 4 COMBINED DICTIONARY 1589 448.052 9878425.800 854634.493 69 06/21/10 03:05:18pm 1.6 4 COMBINED DICTIONARY 1589 450.505 9878425.353 854642.092 70 06/21/10 03:05:50pm 1.4 5 COMBINED DICTIONARY 1589 450.387 9878433.137 854643.090 71 06/21/10 03:06:22pm 1.6 3 COMBINED DICTIONARY 1589 450.609 9878434.611 854636.892 72 c1 06/27/10 06:25:55pm 5.4 3 COMBINED DICTIONARY 1590 454.637 9878388.736 854581.177 92 r 06/27/10 06:28:11pm 2.6 4 COMBINED DICTIONARY 1590 452.502 9878413.645 854549.138 94 r 06/27/10 06:30:13pm 2.7 4 COMBINED DICTIONARY 1590 454.077 9878429.185 854548.404 96 r-2m 06/27/10 06:31:49pm 2.8 5 COMBINED DICTIONARY 1590 453.825 9878449.358 854553.216 98 4 tierra 2.4 2 COMBINED DICTIONARY 1589 0.043 4 tierra 2.8 3 COMBINED DICTIONARY 1589 0.035 4 tierra 4.6 8 COMBINED DICTIONARY 1589 0.056 PUENTE RIO CHIMBIYACU PLANTA 1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5 1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 450 445 445 450 445 445 445 CORTE LONGITUDINAL Q MED Y=9,878,300 Y=9,878,400 X=854,500 X=854,600 X=854,700 Q MIN Q MAX CRECIDA Q MED COTA FUNDACION 2.- EL PUENTE TIENE UN ESVIAJE DE 0°, PENDIENTE DE 0.179%. PARTE EN TRANSICION 3.- LA SUPERESTRUCTURA ES DEL TIPO SECCION COMPUESTA PARA DOS CARRILES DE TRAFICO BIDIRECCIONAL, 8.- LOS APARATOS DE APOYO SON DE NEOPRENO TIPO COMPUESTO. 9.- LA INFRAESTRUCTURA ES DE HORMIGON ARMADO SOBRE UNA ZAPATA DE HORMIGON 4.- LA CAPA DE RODADURA TIENE UN ESPESOR DE 4 PULG . TIENE VIGAS METALICAS Y LA LOSA DE CALZADA ES 13.- EL ACERO ESTRUCTURAL TIENE UN LIMITE DE FLUENCIA MINIMO DE Fy=420 MPa HORMIGON TIPO "A" Fc=21 MPa INFRAESTRUCTURA-SUPERESTRUCTURA - LOS DATOS HIDROLOGICOS FUERON OBTENIDOS POR LA SUPERVISION - EL ESTUDIO DE SUELOS HA SIDO EJECUTADO POR SUPERVICION - LOS TRABAJOS TOPOGRAFICOS HAN SIDO EJECUTADOS EN OBRA POR ARMADO VACIADA FUNDADA DIRECTAMENTE AL SUELO. 5.- LOS DRENAJES SON DE TUBOS PVC CON DIAMETRO DE 4". DE CARPETRA ASFALTICA 12.- LAS RESISTENCIAS CILINDRICAS A LOS 28 DIAS SERAN DE : REFERENCIAS 14.- DIMENSIONES EN METROS. 11.- CAPACIDAD PORTANTE DEL TERRENO SERA DE 35 TON/M2 1.- TIPO DE CARGA: CAMION HS-20 (AASHTO-97). NOTAS RECUBRIMIENTOS MINIMOS: DIMENSIONES EN METROS. CILINDRICA Fc=21 MPa A LOS 28 DIAS. EN EL CUERPO DEL ESTRIBO: 5 cm. CARGA TIPO : CAMION HS-20 (AASHTO-97). ACERO ESTRUCTURAL GRADO 60, CON LIMITE DE FLUENCIA TENSION MINIMA ADMISIBLE DEL SUELO DE FUNDACION: 0.25 MPa. APARATOS DE APOYO DE NEOPRENO COMPUESTO e=5cm HORMIGON SIMPLE TIPO "A" CON UNA RESISTENCIA CARACTERISTICA NOTAS: 3.- 6.- 5.- 4.- 7.- 8.- 2.- 1.- DE Fy=420 MPa ESCALAS INDICADAS. 45cm DETALLE DE NEOPRENO TRES PLACAS DE e=3mm 5 5 5 5 5 NEOPRENO COMPUESTO 55cmx45cmx5cm 5 5 5 5 5 5 5 5 55cm 5cm PERFIL TRANSVERSAL \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; CON CONCRETO F`C= 210 KG/CM2 + 30% DE PIEDRA GRANDE LOS MUROS ALEROS DE LOS ESTRIBOS SE EJECUTARAN DETALLE DE ALEROS Nota 3: Terminados los trabajos de concreto Reforzado y teniendo un caudal adecuado de tal manera que un tractor de Orugas pueda entrar al cauce del Rio y pueda trabajar limpiando la zona de Trabajo se Procedera al Retiro y eliminacion de rocas , que se encuentra debajo del nivel del puente. se eliminara todo material para una mejor distribucion de la trayectoria del caudal. Nota 2: Luego de terminados los trabajos señalados en la NOTA 1, Se procedera ala excavacion de la cimentacion del estribo(Zapata), Hasta encontrar Roca Dura de acuerdo a los estudios de suelos. Ø14mm @20 cm Mc201 Ø14mm @20 cm Mc200 Ø14mm @20 cm Mc300 Ø14mm @15 cm Mc301 Ø14mm @15 cm Mc302 ESTRIBO ALA ALA TUBO PVC , PARA DRENAJE DE d6" CON ACUGEROS DE d1/2" Y UNA PENDIENTE DE 10% PARA EVACUAR LAS FILTRACIONES SUPERFICIALES DE AGUAS 5 5 5 5 5 5 5 5 5 5 5 5 33 5 Ø14mm @20 cm Mc201 Ø14mm @20 cm Mc200 Encausamiento del rio 70m a partir del estribo Encausamiento del rio 70m a partir del estribo el Código Ecuatoriano de la Construcción C.E.C. 2000. * El Diseño Sismo Resistente cumple con las Normativa expuesta en del A.I.S.C. y A.I.S.I., detalles estructurales se rigen al mismo. del Código A.C.I. 318-99, detalles estructurales se rigen al mismo. * El Diseño en Hormigón Estructural cumple con las Especificaciones * El Diseño en Perfilería Estructural cumple con las Especificaciones INDICADAS LÁMINA ESTRUCTURAL 1/1 ESCALAS 2.- El Acero debe tener un esfuerzo unitario a la fluencia fy= 4200 Kg/cm², y esfuerzo final fu= 6400 Kg/cm². 5.- Cualquier cambio o modificación en el Diseño Estructural será consultado con el Calculista por escrito. 1.- El Hormigón debe tener un esfuerzo unitario último a la compresión a los 28 días de edad f'c = 280 Kg/cm². 4.- La capacidad del suelo qu= 10 T/m² se ha asumido, particular que se verificará que se cumpla en el sitio. ESPECIFICACIONES TÉCNICAS CALCULO Y DISEÑO ESTRUCTURAL ESTRIBOS DEL PUENTE SOBRE RIO CHIMBAYACU ESTRIBOS , ALEROS, CONTRAFUERTE Y DETALLES CONTIENE: P R O P I E T A R I O GOBIERNO LOCAL CARLOS JULIO AROSEMENA TOLA FECHA DIBUJO Agosto de 2010 L.P.L.A 3.- Los niveles mínimos de cimentación serán los indicados. ACERO fy = 4200 Kg/cm² DIAMETRO DE VARILLAS COMERCIALES RESUMEN DE HIERRO EN LÁMINA 18 16 12 14 20 6 12 qq 9 COME. LONG. 8 10 OBSERVACIONES 22 32 28 CARGA VIVA DE SERVICIO = ; LP:18-936 R.M. Ing. Luis lopez c I \A1;a \A1;g \A1;a \A1;g \A1;g I' \A1;a \A1;b Z \A1;g TIPOS DE DOBLADO \A1;a \A1;b C \A1;b \A1;b a C' \A1;a \A1;b O \A1;g a L \A1;a c b J H b c \A1;g c c c a b c a a b \A1;a \A1;g \A1;b Z' \A1;g W d \A1;g K c a b M a b c \A1;g N a b c \A1;g SELLOS GOBIERNO LOCAL CARLOS JULIO AROSEMENA TOLA R c \A1;a b TOTAL = 13954.24 kg - - - - - - - - BASE APOYO 5 5 5 ENROCADO Ø14mm @20 cm Mc200 Ø14mm @20 cm Mc201 Ø14mm @20 cm Mc300 Ø14mm @15 cm Mc301 5 5 5 5 5 5 Ø14mm @20 cm Mc203 Ø14mm @20 cm Mc202 Ø14mm @20 cm Mc300 Ø14mm @15 cm Mc301 5 5 5 5 5 5 5 5 06/21/10 01:46:37pm 8.5 7 COMBINED DICTIONARY 1589 453.889 9878356.779 854638.084 29 06/21/10 01:51:16pm 2.1 1 COMBINED DICTIONARY 1589 458.750 9878271.229 854651.153 30 x2 06/21/10 01:51:37pm 2.1 5 COMBINED DICTIONARY 1589 459.561 9878271.499 854649.225 31 06/21/10 01:57:45pm 2.5 5 COMBINED DICTIONARY 1589 453.943 9878355.730 854638.564 32 cr 06/21/10 02:17:28pm 1.7 3 COMBINED DICTIONARY 1589 457.304 9878269.636 854636.489 33 cr 06/21/10 02:17:49pm 2.0 3 COMBINED DICTIONARY 1589 455.143 9878274.493 854643.194 34 06/21/10 02:18:26pm 1.7 4 COMBINED DICTIONARY 1589 456.243 9878284.138 854644.345 35 c1 06/21/10 02:21:11pm 1.5 4 COMBINED DICTIONARY 1589 453.391 9878325.871 854641.238 36 06/21/10 02:21:42pm 2.2 3 COMBINED DICTIONARY 1589 452.386 9878327.452 854646.871 37 06/21/10 02:22:17pm 1.5 4 COMBINED DICTIONARY 1589 452.814 9878342.323 854645.093 38 c1 06/21/10 02:22:46pm 1.4 4 COMBINED DICTIONARY 1589 453.252 9878350.127 854647.996 39 cr 06/21/10 02:23:32pm 1.7 4 COMBINED DICTIONARY 1589 452.449 9878351.982 854650.688 40 cr 06/21/10 02:24:06pm 1.7 2 COMBINED DICTIONARY 1589 452.164 9878359.881 854660.032 41 c2 06/21/10 02:24:26pm 2.6 4 COMBINED DICTIONARY 1589 453.315 9878364.809 854656.382 42 c2-c2 06/21/10 02:25:02pm 1.7 3 COMBINED DICTIONARY 1589 454.801 9878356.829 854643.384 43 06/21/10 02:25:37pm 1.7 3 COMBINED DICTIONARY 1589 452.227 9878360.780 854641.694 45 crio 06/21/10 02:26:16pm 1.7 4 COMBINED DICTIONARY 1589 452.415 9878366.795 854639.999 46 06/21/10 02:29:05pm 1.6 3 COMBINED DICTIONARY 1589 452.932 9878364.237 854634.127 47 bm 06/21/10 02:30:11pm 1.9 6 COMBINED DICTIONARY 1589 453.360 9878359.191 854630.678 48 06/21/10 02:34:37pm 2.5 3 COMBINED DICTIONARY 1589 448.454 9878375.250 854703.744 50 c 06/21/10 02:35:02pm 1.8 2 COMBINED DICTIONARY 1589 446.677 9878381.233 854705.325 51 rio 06/21/10 02:43:49pm 7.1 3 COMBINED DICTIONARY 1589 446.502 9878384.582 854683.839 57 rio 06/21/10 02:46:12pm 2.6 3 COMBINED DICTIONARY 1589 446.464 9878393.107 854675.064 58 crio 06/21/10 02:46:42pm 5.4 3 COMBINED DICTIONARY 1589 447.455 9878400.312 854675.189 59 c2 06/21/10 02:48:11pm 1.4 3 COMBINED DICTIONARY 1589 449.602 9878402.913 854643.131 61 c 06/21/10 02:48:37pm 1.8 3 COMBINED DICTIONARY 1589 451.601 9878394.164 854639.832 62 rio 06/21/10 02:51:50pm 1.5 4 COMBINED DICTIONARY 1589 447.888 9878383.462 854635.333 63 c1- 06/21/10 02:56:13pm 4.0 4 COMBINED DICTIONARY 1589 447.324 9878393.771 854633.192 64 06/21/10 02:59:59pm 2.0 4 COMBINED DICTIONARY 1589 449.896 9878400.321 854632.805 65 c1 06/21/10 03:03:53pm 1.8 3 COMBINED DICTIONARY 1589 447.840 9878416.022 854640.015 67 c1 06/21/10 03:04:19pm 1.6 3 COMBINED DICTIONARY 1589 448.177 9878417.085 854633.269 68 c2 06/21/10 03:04:49pm 2.0 4 COMBINED DICTIONARY 1589 448.052 9878425.800 854634.493 69 06/21/10 03:05:18pm 1.6 4 COMBINED DICTIONARY 1589 450.505 9878425.353 854642.092 70 06/21/10 03:05:50pm 1.4 5 COMBINED DICTIONARY 1589 450.387 9878433.137 854643.090 71 06/21/10 03:06:22pm 1.6 3 COMBINED DICTIONARY 1589 450.609 9878434.611 854636.892 72 c1 06/27/10 06:25:55pm 5.4 3 COMBINED DICTIONARY 1590 454.637 9878388.736 854581.177 92 r 06/27/10 06:28:11pm 2.6 4 COMBINED DICTIONARY 1590 452.502 9878413.645 854549.138 94 r 06/27/10 06:30:13pm 2.7 4 COMBINED DICTIONARY 1590 454.077 9878429.185 854548.404 96 r-2m 06/27/10 06:31:49pm 2.8 5 COMBINED DICTIONARY 1590 453.825 9878449.358 854553.216 98 1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 450 445 445 450 445 445 445 Y=9,878,300 Y=9,878,400 X=854,500 X=854,600 X=854,700 Y=9,878,200 Y=9,878,500 X=854,800 MURO DE H.ARMADO X=854,600 X=854,700 Y=9,878,300 Y=9,878,400 VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE VARIABLE MURO DE GAVIONES MURO DE H.A F'C=240KG/CM2 5 5 5 5 5 5 5 5 5 5 5 5 5 VARIABLE Ø25mm @30cm Mc101 Ø16mm @21cm Mc105 Ø12mm @25cm Mc103 Ø12mm @30cm Mc102 Ø12mm @25cm Mc100 Ø25mm @20cm Mc104 Ø16mm @30cm Mc106 Ø16mm @15cm Mc107 Ø25mm @30cm Mc108 Ø18mm @15cm Mc110 Ø10mm @20cm Mc109 Ø25mm @15cm Mc111 Ø25mm @30cm Mc112 Ø25mm @30cm Mc113 Ø10mm @25cm Mc114 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø25mm @30cm Mc116 Ø16mm @15cm Mc105 Ø12mm @25cm Mc103 Ø12mm @30cm Mc102 Ø12mm @25cm Mc100 Ø25mm @20cm Mc115 Ø16mm @30cm Mc106 Ø16mm @15cm Mc107 Ø25mm @30cm Mc108 Ø18mm @15cm Mc110 Ø10mm @20cm Mc109 Ø25mm @15cm Mc111 Ø25mm @30cm Mc112 Ø25mm @30cm Mc113 Ø10mm @25cm Mc117 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ALERO DERECHO ALERO IZQUIERDO CONTRAFUERTE CONTRAFUERTE Ø18mm @15cm Mc400 Ø16mm @30cm Mc401 Ø18mm @15cm Mc400 Ø16mm @30cm Mc401 Ø12mm @30cm Mc402 Ø14mm @20 cm Mc201 Ø14mm @20 cm Mc200 Ø14mm @20 cm Mc300 Ø14mm @15 cm Mc301 Ø14mm @15 cm Mc302 5 5 Ø14mm @20 cm Mc201 Ø14mm @20 cm Mc200 BASE APOYO 5 5 5 5 5 5 5 5 5 5 5 5 MURO SISMICO VIGAS PUENTE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTRIBO DIENTE CONTRAFUERTE ALERO CONTRAFUERTE MURO SISMICO VIGA 7.90 3.80 30 1.84 0.60 5 VARIABLE 2.36 2.0 ESTRIBO 7.00 VARIABLE 5 5 5 5 IZQUIERDO DERECHO REPLANTILLO F'C=180 KG/CM2 5 5 REPLANTILLO F'C=180 KG/CM2 F'C=240 KG/CM2 MEJORAMIENTO SUELO MEJORAMIENTO SUELO MURO DE GAVIONES VIA ACCESO AL PUENTE PERFIL TERRENO 5 5 ALERO ESTRIBO CORTE XX 5 5 5 5 F'C=240 KG/CM2 F'C=240 KG/CM2 F'C=240 KG/CM2 F'C=240 KG/CM2 F'C=240 KG/CM2 F'C=240 KG/CM2 F'C=240 KG/CM2 5 5 5 5 5 VIGAS PUENTE Ø16mm @21cm Mc105 Ø14mm @20cm Mc300 Ø25mm @30cm Mc101 Ø14mm @15cm Mc301 5 5 5 5 5 5 VARIABLE X X Ø16mm @50cm Mc500 5 5 5 5 5 5 Ø16mm @40cm Mc501 Ø14mm @20cm Mc502 Ø16mm @50cm Mc500 Ø16mm @40cm Mc501 5 5 5 5 Ø16mm @40cm Mc501 RAMPA ACCESO MODIFICACION 5/8/2010 5 5 5 5 Ø12mm @20cm Mc600 Ø12mm @20cm Mc601 5.0 5.00 5.00 0.30 0.40 1.20 MURO DE GAVIONES X=854,700 MEJORAMIENTO SUELO 2.00 5 5 5 5 5 5 5 5 5 5 5 CORTE ESTRIBO ESTRIBO IZQUIERDO ESTRIBO DERECHO PLANIMETRIA CORTE PUENTE ESTRIBO ESCALA S/N ESCALA S/N ESCALA 1:250 ESCALA 1:200 ESCALA 1:250 ISOMETRIA CIMENTACION ESTRIBOS ESTRIBO ESCALA S/N ESCALA S/N ESCALA S/N ESCALA S/N ESCALA S/N ESCALA S/N ESCALA S/N ESCALA S/N MURO H.A ACCESO PUENTE MURO H.A ACCESO PUENTE ISOMETRIA CONTRAFUERTES C/5M

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, brackets, bridge, DWG, supports