Complet Project Of Pontoon DWG Full Project for AutoCAD

Complet Project Of Pontoon DWG Full Project for AutoCAD

Bridge with constructive details

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

name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, xfg, xeg, xfgt, xegt, xgrid, xgridt, scale: date: supervisor: property resident: contractor: supervisor:, datum elev, flat for slab formwork, plant, left wing columns, metered steel in slab and beams, detail, position, cant., number of times, weight , total, steel sheet, san marcos, road axis, cajamarca, left side, right side, projection of the sardinel beam, projection of the sardinel, filling pontoon stirrups, column steel and sardinel, cross section, cut c – c, cut b – b, cut to – a, floor plan for excavation, left stirrup, right stirrup, elevation left stir cut b – b, right stir reinforcement cut – a, retaining wall, cut pontoon stirrups , embossed carton, isolation, detail of connectors, beam, sardinel, lower, coatings, anchorages, diameter, specifications, upper, extrusion pontton slab, executes: engineering and construction, cross section, sideways, detail of steel in heads of stirrups, middle side, projection of sardinel beam, mtc, peru, plano:, reconstruction and rehabilitation of the road. cajamarca – san marcos – cajabamba stretch: cajamarca – san marcos, profile, top mesh, bottom mesh, concrete metered in slab, metered, quantity, data for slab metering, beam sup, sardinel, beam inf, height, descriptive, progressive, dimension of s. r. Terrreno level, left side stirrup, right side stirrup, floor plan for shoe shaping, san frames, right wing, left stirrup plant, right stirrup plant, shaft via, left, right stirrup, left footstool, structures of cyclope concrete, reinforced concrete structure, wall axis contain, element, in., long, espac., hooks, dowells, river axis

Raw text data extracted from CAD file:

0 00 NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR NAME 0.00 XFG XEG XFGT XEGT XGRID XGRIDT 2 1 0.0 0.0 0.0 0.00 0.0 \A1;1.80 \A1;1.80 \A1;.50 \A1;.50 \A1;4.01 \A1;3.81 \A1;3.80 \A1;2.30 \A1;1.80 \A1;3.50 \A1;3.00 \A1;4.01 \A1;.50 \A1;.425 \A1;.635 \A1;.625 \A1;.425 \A1;2.88 \A1;2.88 \A1;9.69 \A1;9.69 \A1;9.69 \A1;9.69 \A1;.37 \A1;.75 \A1;.25 \A1;.64 \A1;.20 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;1.20 \A1;3.58 \A1;2.77 \A1;10.70 \A1;2.09 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.40 \A1;1.60 \A1;.20 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;1.20 \A1;.20 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;1.20 \A1;4.22 \A1;4.15 \A1;4.20 \A1;4.14 \A1;3.62 \A1;3.77 \A1;4.42 \A1;4.50 \A1;2.39 \A1;3.65 \A1;3.50 \A1;3.50 \A1;2.89 \A1;10.90 \A1;10.90 \A1;.45 \A1;.83 \A1;.37 \A1;.75 \A1;2.76 \A1;10.70 \A1;3.25 \A1;16.70 \A1;10.70 \A1;19.18 \A1;4.30 \A1;10.70 \A1;4.18 \A1;C.F=2723.587 \A1;C.FONDO=2723.229 \A1;2723.587 \A1;2727.387 \A1;2727.587 \A1;2727.597 \A1;2727.087 \A1;2726.962 \A1;2725.887 \A1;2726.962 \A1;2724.087 \A1;2723.587 \A1;2724.087 \A1;2723.587 \A1;4.32 \A1;6.00 \A1;.40 \A1;.30 \A1;.40 \A1;.59 \A1;.63 \A1;.27 \A1;.31 \A1;.20 \A1;2.20 \A1;25° \A1;28° \A1;5° \A1;164° \A1;9° \A1;144° \A1;172° \A1;2723.229 \A1;2723.229 \A1;2723.729 \A1;2725.529 \A1;2727.239 \A1;2726.614 \A1;2723.229 \A1;2723.729 \A1;2725.529 \A1;2727.039 \A1;2726.614 \A1;2727.229 \A1;2727.585 \A1;2727.230 \A1;2726.962 \A1;2726.614 \A1;2724.087 \A1;2723.729 \A1;2727.606 \A1;2727.209 \A1;5.06 \A1;4.06 \A1;3.20 \A1;3.20 \A1;3.80 \A1;2.88 \A1;.50 \A1;3.30 \A1;2.20 \A1;.40 \A1;.30 \A1;.40 \A1;.63 \A1;.27 \A1;.20 \A1;VARIA DE 0 A 0.21 \A1;2.88 \A1;3.30 \A1;.50 \A1;2.20 \A1;.40 \A1;.30 \A1;.40 \A1;.63 \A1;.27 \A1;.20 \A1;VARIA DE 0 A 0.21 \A1;.425 \A1;.43 PLANO N° ESCALA : FECHA : JEFE DE SUPERVISION: RESIDENTE DE OBRA: CONTRATISTA: SUPERVISOR: DATUM ELEV PLANO N° ESCALA : FECHA : JEFE DE SUPERVISION: RESIDENTE DE OBRA: CONTRATISTA: SUPERVISOR: \A1;11.60 \A1;10.50 \A1;.50 \A1;75° \A1;105° \A1;.60 \A1;.60 \A1;6.00 \A1;6.80 \A1;.20 \A1;.70 \A1;.70 \A1;.20 \A1;.08 \A1;7.43 \A1;1.05 \A1;.40 \A1;.55 \A1;.22 \A1;.50 \A1;.25 \A1;.25 \A1;.22 \A1;6.40 \A1;6.42 \A1;7.20 \A1;7.22 \A1;.40 \A1;.40 \A1;.57 \A1;.22 \A1;3.80 \A1;1.80 \A1;.50 \A1;.20 \A1;.20 \A1;.40 \A1;1.81 \A1;1.20 \A1;2.88 \A1;.20 \A1;.20 \A1;.40 \A1;1.60 \A1;.50 \A1;2.88 \A1;.80 \A1;.40 \A1;.40 PLANO N° ESCALA : FECHA : JEFE DE SUPERVISION: RESIDENTE DE OBRA: CONTRATISTA: SUPERVISOR: \A1;.017 \A1;.017 \A1;6.00 \A1;.63 \A1;.27 \A1;5.06 \A1;2727.391 \A1;4.47 \A1;4.47 \A1;8.94 \A1;4.47 \A1;4.47 \A1;8.94 \A1;7.50 \A1;.90 \A1;.15 \A1;.25 \A1;.75 \A1;.50 \A1;.40 \A1;.10 \A1;.30 \A1;3.75 \A1;3.75 \A1;.50 \A1;.25 \A1;.75 \A1;.90 \A1;.15 \A1;.10 \A1;.40 \A1;.30 \A1;.49 \A1;.49 PLANO N° ESCALA : FECHA : JEFE DE SUPERVISION: RESIDENTE DE OBRA: CONTRATISTA: SUPERVISOR: \A1;.36 \A1;.36 \A1;8.94 \A1;9.65 \A1;.36 \A1;.36 \A1;8.94 \A1;9.65 \A1;7.50 \A1;9.69 \A1;9.69 \A1;.49 \A1;.20 \A1;4.29 \A1;L/2 \A1;.49 \A1;.17 \A1;.17 \A1;.20 PLANO N° ESCALA : FECHA : JEFE DE SUPERVISION: RESIDENTE DE OBRA: CONTRATISTA: SUPERVISOR: PLANO PARA ENCOFRADO DE LOSA \A1;25° \A1;2.20 \A1;41° \A1;5° \A1;27°33' \A1;1.60 \A1;.57 \A1;.40 \A1;.97 \A1;.63 \A1;8.58 \A1;6.00 \A1;41° \A1;.99 \A1;.40 \A1;.30 \A1;.20 \A1;.31 \A1;2.20 \A1;1.60 \A1;.99 \A1;.40 \A1;.30 \A1;.20 \A1;.31 PLANO N° ESCALA : FECHA : JEFE DE SUPERVISION: RESIDENTE DE OBRA: CONTRATISTA: SUPERVISOR: \A1;8.58 \A1;8.94 \A1;9.65 \A1;2.89 \A1;3.31 \A1;.55 \A1;4.25 \A1;2727.229 PLANTA ALERO IZQUIERDO 5 2723.935 2724.255 2724.335 2724.458 2724.469 2724.505 0+020 0+010 0+000 2720.000 34.50 0.34 6 0.9 0.0625 columnas METRADO ACERO EN LOSA Y VIGAS ganchos .10 0.17 0.17 \A1;9.69 \A1;1.94 \A1;1.94 \A1;1.94 \A1;1.94 \A1;1.94 DISTRIBUCION DE CONECTORES CON ISOLACION DE 3/4" POS 23 4 Ø 1" DETALLE DETALLE POSICION Ø L. @ CANT. Nº VECES PESO TOTAL 0.85 .35 0.45 0.45 0.25 9.58 0.25 9.58 7.15 8.48 .25 .25 8.48 0.13 0.99 0.20 0.38 0.13 0.99 9.60 0.57 .67 .07 .90 0.12 .22 0.57 8.50 .55 8.50 .55 8.50 TOTAL (KGR.) POS 23 POS 14 POS 13 POS 12 POS 11 POS 10 POS 9 POS 8 POS 7 POS 6 POS5 POS 4 POS 3 POS 2 POS 1 POSICION PONTON: KM 57 + 003 PLANILLA DE ACERO 3,943.78 7.68 2.26 1 4 0.85 3/4 443.52 1 1 44 0.2 10.08 1/2 201.60 1 1 20 0.45 10.08 1/2 1438.15 2.26 1 89 0.1 7.15 3/4 913.27 2.26 1 45 0.2 8.98 3/4 445.41 1.6 1 31 0.3 8.98 5/8 14.28 0.56 6 5 0.15 0.85 3/8 15.84 1 6 2 0 1.32 1/2 18.00 1 6 2 1.5 1/2 10.75 0.56 1 2 0.3 9.6 3/8 99.01 0.56 2 40 0.25 2.21 3/8 67.27 0.56 2 33 1.82 3/8 173.57 2.26 2 4 9.6 3/4 34.00 1 2 2 8.5 1/2 61.44 1.6 2 2 9.60 5/8 TOTAL PESO Nº VECES CANT. @ L. Ø 5 0.55 5 5 0.025x0.40x9.9 5 5 a San Marcos EJE DE VIA a Cajamarca LADO IZQUIERDO LADO DERECHO a San Marcos a Cajamarca 5 PROYECCION DE LA VIGA SARDINEL PROYECCION DE LA VIGA SARDINEL PROYECCION DEL SARDINEL PROYECCION DEL SARDINEL POS 10 1 Ø 5/8 @ 0.30 POS 11 1 Ø 3/4 @0.20 POS 12 1 Ø 3/4 @0.10 1 Ø 1/2 @0.45 POS 13 1 Ø 1/2 @ 0.20 POS 14 2724 2724 2726 2726 0+000 2726.35 2724 2724 2726 2726 0+004.650 2726.73 2723.229 2724 2724 2726 2726 0+010 2726.50 2723.229 2724 2724 2726 2726 0+015.550 2725.99 2723.229 2724 2724 2726 2726 0+020.087 2725.61 2723.229 2723.229 0 2724 2724 2726 2726 0+000 2726.56 2723.587 2724 2724 2726 2726 0+003.373 2726.79 2723.587 2724 2724 2726 2726 2728 2728 0+010 2726.60 2723.587 2724 2724 2726 2726 0+014.070 2726.32 2723.587 2724 2724 2726 2726 0+017.711 2726.08 2723.587 C.T.= C.R.= C.R.= C.T.= C.R.= C.T.= C.R.= C.T.= C.R.= C.T.= C.T.= C.R.= C.T.= C.R.= C.T.= C.R.= C.T.= C.R.= C.T.= C.R.= LADO DERECHO LADO DERECHO LADO IZQUIERDO LADO IZQUIERDO RELLENO ESTRIBOS DE PONTON A. RELLENO = 4.01 m2. A. RELLENO = 3.78 m2. A. RELLENO = 3.29 m2. A. RELLENO = 3.78 m2. A. RELLENO = 2.48 m2. A. RELLENO = 2.67 m2. A. RELLENO = 4.04 m2. A. RELLENO = 4.04 m2. A. RELLENO = 4.01 m2. A. RELLENO = 2.48 m2. 0.2 0.31 0.3 0.4 5 5 5 0.31 0.2 0.3 0.4 5 5 5 5 0.63 0.9713430000000001 0.4 0.571343 5 5 5 E 795818.384 N 9202967.431 E 795815.164 N 9202967.360 E 795815.832 N 9202970.983 E 795813.843 N 9202969.328 5 5 5 ESC. 1/50 ESC. 1/50 ESC. 1/50 a San Marcos a Cajamarca EJE DE VIA ESC 1/25 TUB. Fº Ø 4" 5 ACERO EN COLUMNA Y SARDINEL SECCION TRANSVERSAL POS 5 Ø 3/8" @0.25 POS 6 2Ø 3/8" @ .30 5 5 POS 9 Ø 3/8" @0.15 POS 8 2Ø 1/2" POS 7 Ø 1/2" 0.493482 L/2 4.289619 POS 11 Ø 3/4" POS 14 Ø 1/2" @.20 POS 12 Ø 3/4" POS 13 Ø 1/2" @ .45 POS 10 Ø 5/8" @.30 POS 2 4Ø 3/4" POS 5 Ø 3/8" @0.25 POS 6 2Ø 3/8" @ .30 POS 9 Ø 3/8" @0.15 POS 8 2Ø 1/2" POS 7 Ø 1/2" 5 0.493482 POS 3 2Ø 1/2" POS 2 4Ø 3/4" 1@.10, 4@.15, RESTO @.30 1 1 1 1 5 5 7.5 0.357468 0.357468 5 5 5 5 0.357468 0.357468 0.493482 0.493482 0.3 0.4 5 0.15 0.9 0.75 0.25 0.5 3.75 3.75 0.3 5 0.4 0.5 5 0.25 0.15 0.9 5 5 4.468023000000001 4.467806 5 4.467912 5 COTA L T: 2727.585 COTA LT: 2727.230 COTA L T: 2727.391 COTA LT: 2727.036 COTA LT: 2727.237 COTA LT: 2727.611 CORTE C - C CORTE B - B CORTE A - A A A B B C C E 795816.744 N 9202966.740 E 795816.336 N 9202962.291 E 795823.488 N 9202961.437 E 795823.080 N 9202956.987 E 795822.672 N 9202952.538 E 795815.928 N 9202957.841 COTA LT: 2727.036 COTA LT: 2727.230 COTA LT: 2727.237 COTA L T: 2727.391 COTA L T: 2727.585 COTA LT: 2727.611 5 a Cajamarca a San Marcos OFFSET: 0.00 L STA: 26+305.416 OFFSET: 3.75 R STA: 26+307.881 C L : 3.75 L STA: 26+302.552 OFFSET: 3.75 R STA: 26+316.461 OFFSET: 0.00 L STA: 26+314.067 OFFSET: 3.75 L STA: 26+311.601 LADO DERECHO LADO IZQUIERDO 6.000011 0.63 0.27 5.060011 0.016533 0.016533 PLANO EN PLANTA PARA EXCAVACION ESTRIBO IZQUIERDO ESTRIBO DERECHO E 795824.376 N 9202948.105 E 795823.246 N 9202947.702 E 795821.536 N 9202951.870 E 795823.727 N 9202951.669 E 795824.722 N 9202962.519 E 795822.531 N 9202962.719 E 795824.463 N 9202966.659 E 795823.282 N 9202966.872 E 795815.739 N 9202970.255 E 795814.509 N 9202969.232 E 795817.869 N 9202967.290 E 795815.679 N 9202967.491 E 795816.892 N 9202956.638 E 795814.702 N 9202956.839 E 795815.089 N 9202953.545 E 795814.053 N 9202954.149 5 5 0.8 CORTE 3 - 3 CORTE 3 - 3 3 3 3 3 2.875338 0.5 1.6 0.4 0.2 0.2 5 5 5 5 5 5 0.5 1.8 CORTE 2 - 2 CORTE 1 - 1 2 2 1 1 3.800338 ELEVACION ESTRIBO IZQUIERDO CORTE B - B LEVACION DE ESTRIBO DERECHO CORTE A - A A A B B PT = 26+340.820 PC = 26+321.337 PT = 26+277.314 26 340 26 320 26 300 26 280 26 260 A. Muro= 4.551 A. Muro= 4.451 A. Muro= 5.012 A. Muro= 4.008 A. Muro= 4.897 A. Muro= 4.317 A. RELLENO = 6.00 m2. A. CORTE = 13.75 m2. A. RELLENO = 6.17 m2. A. CORTE = 14.01 m2. A. RELLENO = 6.51 m2. A. CORTE = 13.56 m2. A. RELLENO = 6.08 m2. A. CORTE = 10.02 m2. A. RELLENO = 6.46 m2. A. CORTE = 10.89 m2. A. RELLENO = 7.14 m2. A. CORTE = 13.73 m2. A. CORTE = 6.26 m2. A. CORTE = 8.06 m2. A. CORTE = 10.37 m2. A. CORTE = 9.76 m2. A. CORTE = 8.82 m2. A. CORTE = 8.60 m2. A. CORTE = 8.82 m2. A. CORTE = 9.18 m2. A. CORTE = 10.14 m2. A. CORTE = 10.00 m2. MURO DE CONTENCION -10 0 10 2720 2720 2722 2722 2724 2724 2726 2726 0+010 2724.07 2724.068 2724.211 2724.21 0+017.581 2726 2726 2724 2724 2722 2722 2720 2720 10 0 -10 2724.255 2724.26 0+015 2726 2726 2724 2724 2722 2722 2720 2720 10 0 -10 2724.068 2724.07 0+010 2726 2726 2724 2724 2722 2722 2720 2720 10 0 -10 2723.934 2723.93 0+005 2726 2726 2724 2724 2722 2722 2720 2720 10 0 -10 2725.072 2725.07 0+000 2726 2726 2724 2724 2722 2722 2720 2720 10 0 -10 CORTE ESTRIBOS DE PONTON (Recubrimiento de jebe - manguera) POS 23 4Ø1" CARTON EMBREADO ISOLACION DETALLE DE CONECTORES LIBRE 1" .325 \A1;.50 .025 \A1;.85 VIGA SARDINEL POS 2 2Ø 1/2" POS 3 4Ø 3/4" POS 1 2Ø 5/8" 5 0.22 POS 4 Ø 3/8" 1@.10, 4@.15, RESTO @.30 \A1;.85 .025 \A1;.50 .325 LIBRE 1" DETALLE DE CONECTORES 2 2 Inferior 0.25 m 0.30 m 0.45 m 0.50 m RECUBRIMIENTOS ANCLAJES Diametro 3/8 1/2 5/8 3/4 2 ESPECIFICACIONES F'c = 280 Kg/ cm F'y = 42000 Kg/ cm Losa : rec. superior = 5 cm rec. inferioror = 2.5 cm Columnetas = 3 cm Viga Sardinel = 4 cm Superior 0.30 m 0.40 m 0.55 m 0.70 m F'c = 175 Kg/ cm + 30 % de Piedra Mediana ESTRUCTURA LOSA DE PONTON PONTON KM: 57+003.00 EJECUTA : ESCALA : INGENIERIA Y CONSTRUCCION PN-ES-08 POS 11 Ø 3/4" 0.4 0.4 POS 12 1Ø 3/*4" POS 10 Ø 5/8" VARIABLE DESDE 0.425 HASTA 1.05 5 7.2 5 6.4 CORTE TRANSVERSAL 5 POS 7 Ø 1/2" POS 5 Ø 3/8" @0.30 POS 6 2Ø 3/8" POS 9 Ø 3/8" @0.15 POS 8 2Ø 1/2" POS 13 Ø 1/2" POS 12 Ø 3/4" POS 10 Ø 3/4" 5 0.25 0.5 LADO MAYOR POS 15 1/4 @.25 POS 17 Ø 1/2" 0.22 0.55 POS 2 4Ø 3/4" POS 3 2Ø 1/2" POS 4 Ø 3/8" POS 21 Ø 1/2" @.40 0.4 5 DETALLE DE ACERO EN CABEZAS DE ESTRIBOS POS 20 Ø 1/2" POS 20 Ø 1/2" VIGA SARDINEL 1/4 @.25 LADO MEDIO POS 16 POS 1 2Ø 5/8" LADO MAYOR POS 18 Ø 1/2" POS 19 Ø 1/2" 2@.10, 4@15, RESTO .30 1@.10, 4@.15, RESTO @.30 7.43 PROYECCION DE VIGA SARDINEL 0.079959 0.2 1 Ø 1/2 @0.45 POS 13 1 Ø 1/2 @ 0.20 POS 14 POS 10 1 Ø 3/4 @ 0.30 POS 12 1 Ø 3/4 @0.10 0.7046319999999999 POS 11 1 Ø 3/4 @0.20 0.7046319999999999 0.2 6.796705999999999 POS 2 4Ø 3/4" INGENIERIA Y CONSTRUCCION 1.312 MTC PERU FECHA : PLANO : POS 11 Ø 3/4" POS 14 Ø 1/2" 1.312 POS 23 4 Ø 1" 2.625 2.625 POS 22 Ø 1/4" 2.625 DISTRIBUCION DE CONECTORES CON ISOLACION DE 1" 5.996706 PROYECCION DE VIGA SARDINEL 0.6 0.6 5 5 0.5 10.501939 11.6 RECONSTRUCCION Y REHABILITACIONDE LA CARRETERA. CAJAMARCA - SAN MARCOS - CAJABAMBA TRAMO: CAJAMARCA - SAN MARCOS ABRIL 2003 MINISTERIO DE TRANSPORTES, COMUNICACIONES, VIVIENDA Y CONSTRUCCION \H0.6923x;DIRECCION GENERAL DE CAMINOS ISOLACION CARTON EMBREADO 0.025x0.40x9.9 POS 23 4 Ø 1" (Recubrimiento de jebe - manguera) PERFIL MALLA SUPERIOR MALLA INFERIOR LADO IZQUIERDO LADO IZQUIERDO LADO DERECHO LADO DERECHO C.R.= C.T.= C.R.= C.T.= C.R.= C.T.= C.R.= C.T.= C.R.= C.T.= C.T.= C.R.= C.T.= C.R.= C.T.= C.R.= C.T.= C.R.= C.R.= C.T.= 2723.587 2726.08 0+017.711 2726 2726 2724 2724 2723.587 2726.32 0+014.070 2726 2726 2724 2724 2723.587 2726.60 0+010 2728 2728 2726 2726 2724 2724 2723.587 2726.79 0+003.373 2726 2726 2724 2724 2723.587 2726.56 0+000 2726 2726 2724 2724 0 2723.229 2723.229 2725.61 0+020.087 2726 2726 2724 2724 2723.229 2725.99 0+015.550 2726 2726 2724 2724 2723.229 2726.50 0+010 2726 2726 2724 2724 2723.229 2726.73 0+004.650 2726 2726 2724 2724 2726.35 0+000 2726 2726 2724 2724 .20=12 Ø mìn. METRADO ACERO EN LOSA Y VIGAS METRADO CONCRETO EN LOSA 2.06 28.76 1.44 1.90 METRADO 2 2 2 1 CANTIDAD DATOS PARA METRADO DE LOSA 0.20 0.447 0.40 0.25 2.88 VIGA SUP SARDINEL 2.57 VIGA INF ALTURA AREA 64.34 LOSA DESCRIP 4.32 2720 2725 PROGRESIVAS COTA DE S. R. COTA DE TERRRENO 5 0.425 5 0.5 2.2 0.3 0.4 0.4 0.63 0.27 5 3.300338 VARIA DE 0 A 0.21 VARIA DE 0 A 0.21 5 0.27 0.63 0.4 0.3 0.4 2.2 5 5 5 5 5 5 5 5.060011 ESTRIBO LADO IZQUIERDO ESTRIBO LADO DERECHO COTA DE FONDO = 2723.229 COTA FONDO = 2723.587 PLANO EN PLANTA PARA ENCOFRADO DE ZAPATA N 9202956.4823 E 795817.3802 N 9202956.9211 E 795814.2071 N 9202953.9044 E 795813.4793 N 9202952.8607 E 795815.2695 N 9202967.0813 E 795824.9370 N 9202967.4532 E 795822.8785 N 9202962.7869 E 795822.0355 N 9202962.5113 E 795825.2237 N 9202951.6910 E 795824.2313 N 9202951.7932 E 795821.0272 N 9202947.0704 E 795822.9646 N 9202947.7774 E 795824.9441 EJE DE VIA SAN MARCOS \A1;CAJAMARCA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTRIBO IZQUIERDO ESTRIBO DERECHO 5 5 5 5 5 5 5 2.2 0.2 0.31 0.27 0.63 0.59 0.4 0.3 0.4 6.000011 5 5 5 5 5 5 5 5 5 5 5 5 5 ESTRIBO IZQUIERDO ESTRIBO DERECHO STA: 26+311.601 OFFSET: 3.75 L STA: 26+314.067 OFFSET: 0.00 L STA: 26+316.461 OFFSET: 3.75 R STA: 26+302.552 OFFSET: 3.75 L STA: 26+307.881 OFFSET: 3.75 R STA: 26+305.416 OFFSET: 0.00 L C.FONDO=<> C.F=<> 4.177672 10.696851 4.303229 19.177752 10.696851 5 3.245522 10.696851 2.757716 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 ALERO IZQUIERDO ALERO DERECHO ALERO DERECHO ALERO IZQUIERDO 5 5 5 5 5 5 10.696851 5 5 5 5 5 5 5 5 0.635938 0.253659 0.751564 5 5 5 5 5 2.875 2.875 PLANTA ESTRIBO IZQUIERDO 5 5 0.635 5 0.5 4.01 3.0 3.5 5 5 5 3.81 4.01 0.5 0.5 PLANTA ESTRIBO DERECHO 1.8 1.8 2726.170 2726.377 2726.584 2726.790 2726.997 2727.204 2727.411 2727.617 -4.13% 2725.854 2726.021 2726.163 2726.411 2724.349 2726.562 2726.711 2726.887 2727.035 26+320 26+310 26+300 2730 PC176 = 25+902.825 PT176 = 25+920.763 PC177 = 25+927.788 PT177 = 25+951.838 PC178 = 25+953.887 PT178 = 26+4.199 PC179 = 26+101.056 PT179 = 26+122.448 PC180 = 26+170.650 PT180 = 26+189.895 PC181 = 26+224.775 PT181 = 26+277.315 PC182 = 26+321.337 PT182 = 26+340.820 PC183 = 26+390.848 PT183 = 26+417.510 PC184 = 26+493.967 PT184 = 26+528.681 PC185 = 26+548.078 PT185 = 26+557.207 PC186 = 26+680.795 PT186 = 26+723.579 PC187 = 26+799.118 PT187 = 26+825.057 PC188 = 26+910.459 PT188 = 26+947.514 PC189 = 26+982.486 PT189 = 27+18.742 PC190 = 27+103.642 PT190 = 27+186.394 EE27+210.467AT = 27+210.467 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 25+900.000 26 26+100.000 26+200.000 26+300.000 26+400.000 26+500.000 26+600.000 26+700.000 26+800.000 26+900.000 27 27+100.000 27+200.000 EJE VIA PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 7.958223002580922E+005 9.202994805265811E+006 2720.000000000000 26290.71032458117 26434.36737330174 LEFT PEGLT PEGRT PDGL PDGR EJE VIA 26300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 10.000000 6.000000 2723.000000 0.000000 EJE VIA 26310.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2723.000000 0.000000 EJE VIA 26320.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2724.000000 0.000000 EJE VIA 26360.000000 XFG XEG XGRID XGRIDT 3 2 0.000000 15.000000 4.000000 2723.000000 0.000000 EJE VIA 26370.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26380.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26390.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26400.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 7.000000 2719.000000 0.000000 EJE VIA 26410.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 20.000000 6.000000 2719.000000 0.000000 EJE VIA 26420.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 5.000000 2720.000000 0.000000 EJE VIA 26430.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2721.000000 0.000000 EJE VIA 26300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 5.000000 6.000000 2723.000000 0.000000 EJE VIA 26310.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2723.000000 0.000000 EJE VIA 26320.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2724.000000 0.000000 EJE VIA 26360.000000 XFG XEG XGRID XGRIDT 3 2 0.000000 15.000000 4.000000 2723.000000 0.000000 EJE VIA 26370.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26380.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26390.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26400.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 7.000000 2719.000000 0.000000 EJE VIA 26410.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 20.000000 6.000000 2719.000000 0.000000 EJE VIA 26420.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 5.000000 2720.000000 0.000000 EJE VIA 26430.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2721.000000 0.000000 EJE VIA 26300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 5.000000 6.000000 2723.000000 0.000000 EJE VIA 26310.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2723.000000 0.000000 EJE VIA 26320.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2724.000000 0.000000 EJE VIA 26360.000000 XFG XEG XGRID XGRIDT 3 2 0.000000 15.000000 4.000000 2723.000000 0.000000 EJE VIA 26370.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26380.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26390.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26400.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 7.000000 2719.000000 0.000000 EJE VIA 26410.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 20.000000 6.000000 2719.000000 0.000000 EJE VIA 26420.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 5.000000 2720.000000 0.000000 EJE VIA 26430.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2721.000000 0.000000 EJE VIA 26295.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 5.000000 6.000000 2723.000000 0.000000 EJE VIA 26300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 5.000000 6.000000 2723.000000 0.000000 EJE VIA 26305.000000 XFG XEG XGRID XGRIDT 3 2 15.000000 5.000000 6.000000 2723.000000 0.000000 EJE VIA 26310.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2723.000000 0.000000 EJE VIA 26315.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2722.000000 0.000000 EJE VIA 26320.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2724.000000 0.000000 EJE VIA 26325.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 0.000000 3.000000 2725.000000 0.000000 EJE VIA 26360.000000 XFG XEG XGRID XGRIDT 3 2 0.000000 15.000000 4.000000 2723.000000 0.000000 EJE VIA 26365.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 4.000000 2723.000000 0.000000 EJE VIA 26370.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26375.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26380.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26385.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26390.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26395.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 7.000000 2719.000000 0.000000 EJE VIA 26400.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 7.000000 2719.000000 0.000000 EJE VIA 26405.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 7.000000 2718.000000 0.000000 EJE VIA 26410.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 20.000000 6.000000 2719.000000 0.000000 EJE VIA 26415.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 5.000000 2720.000000 0.000000 EJE VIA 26420.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 5.000000 2720.000000 0.000000 EJE VIA 26425.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2721.000000 0.000000 EJE VIA 26430.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2721.000000 0.000000 EJE VIA 26295.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 5.000000 6.000000 2723.000000 0.000000 EJE VIA 26300.000000 XFG XEG XGRID XGRIDT 3 2 20.000000 5.000000 6.000000 2723.000000 0.000000 EJE VIA 26305.000000 XFG XEG XGRID XGRIDT 3 2 15.000000 5.000000 6.000000 2723.000000 0.000000 EJE VIA 26310.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2723.000000 0.000000 EJE VIA 26315.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2722.000000 0.000000 EJE VIA 26320.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2724.000000 0.000000 EJE VIA 26321.336869 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2724.000000 0.000000 EJE VIA 26325.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 0.000000 3.000000 2725.000000 0.000000 EJE VIA 26360.000000 XFG XEG XGRID XGRIDT 3 2 0.000000 15.000000 4.000000 2723.000000 0.000000 EJE VIA 26365.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 4.000000 2723.000000 0.000000 EJE VIA 26370.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26375.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26380.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26385.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26390.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26390.847069 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 6.000000 2720.000000 0.000000 EJE VIA 26395.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 7.000000 2719.000000 0.000000 EJE VIA 26400.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 7.000000 2719.000000 0.000000 EJE VIA 26405.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 7.000000 2718.000000 0.000000 EJE VIA 26410.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 20.000000 6.000000 2719.000000 0.000000 EJE VIA 26415.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 5.000000 2720.000000 0.000000 EJE VIA 26417.509953 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 5.000000 2720.000000 0.000000 EJE VIA 26420.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 15.000000 5.000000 2720.000000 0.000000 EJE VIA 26425.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2721.000000 0.000000 EJE VIA 26430.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2721.000000 0.000000 estrib derecho PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 7.958431905675312E+005 9.202979106514916E+006 2720.000000000000 0.000000000000000 17.71242665029381 LEFT PEGLT PEGRT PDGL PDGR estrib izquierdo PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 7.958710567362708E+005 9.202979141268299E+006 2720.000000000000 0.000000000000000 20.08798175684928 LEFT PEGLT PEGRT PDGL PDGR estrib izquierdo 0.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 5.000000 2723.000000 0.000000 estrib izquierdo 4.650000 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 6.000000 2722.000000 0.000000 estrib izquierdo 10.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 6.000000 2722.000000 0.000000 estrib izquierdo 15.550000 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 6.000000 2722.000000 0.000000 estrib izquierdo 20.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 6.000000 2722.000000 0.000000 estrib izquierdo 20.086981 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 6.000000 2722.000000 0.000000 estrib derecho 0.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 6.000000 2722.000000 0.000000 estrib derecho 3.373000 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 6.000000 2722.000000 0.000000 estrib derecho 10.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 7.000000 2722.000000 0.000000 estrib derecho 14.070000 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 6.000000 2722.000000 0.000000 estrib derecho 17.711427 XFG XEG XGRID XGRIDT 3 2 5.000000 5.000000 6.000000 2722.000000 0.000000 ESTRUCTURAS DE CONCRETO CICLOPEO ESTRUCTURA DE CONCRETO ARMADO EJE VIA 26295.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 5.000000 6.000000 2723.000000 0.000000 EJE VIA 26300.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2723.000000 0.000000 EJE VIA 26305.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2723.000000 0.000000 EJE VIA 26310.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2723.000000 0.000000 EJE VIA 26315.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2722.000000 0.000000 EJE VIA 26320.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 6.000000 2722.000000 0.000000 EJE VIA 26321.336869 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 6.000000 2722.000000 0.000000 EJE VIA 26325.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 5.000000 2723.000000 0.000000 EJE VIA 26330.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2724.000000 0.000000 EJE VIA 26335.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 3.000000 2724.000000 0.000000 EJE VIA 26340.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 3.000000 2724.000000 0.000000 EJE VIA 26340.819641 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 3.000000 2724.000000 0.000000 EJE VIA 26345.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 3.000000 2724.000000 0.000000 EJE VIA 26350.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 3.000000 2724.000000 0.000000 EJE VIA 26353.131000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 3.000000 2724.000000 0.000000 EJE VIA 26355.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2723.000000 0.000000 EJE VIA 26358.713000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2723.000000 0.000000 EJE VIA 26360.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2723.000000 0.000000 EJE VIA 26365.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2723.000000 0.000000 EJE VIA 26366.649000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2723.000000 0.000000 EJE VIA 26368.967000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 5.000000 2721.000000 0.000000 EJE VIA 26369.034000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 5.000000 2721.000000 0.000000 EJE VIA 26370.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 5.000000 2721.000000 0.000000 EJE VIA 26375.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 6.000000 2720.000000 0.000000 EJE VIA 26377.575000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 6.000000 2720.000000 0.000000 EJE VIA 26380.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 6.000000 2720.000000 0.000000 EJE VIA 26385.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2720.000000 0.000000 EJE VIA 26390.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2720.000000 0.000000 EJE VIA 26390.847069 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2720.000000 0.000000 EJE VIA 26395.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 7.000000 2719.000000 0.000000 EJE VIA 26400.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 7.000000 2719.000000 0.000000 EJE VIA 26401.396000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 8.000000 2718.000000 0.000000 EJE VIA 26401.684000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 9.000000 2717.000000 0.000000 EJE VIA 26403.857000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 8.000000 2717.000000 0.000000 EJE VIA 26404.162000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 8.000000 2717.000000 0.000000 EJE VIA 26405.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 7.000000 2718.000000 0.000000 EJE VIA 26410.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 5.000000 2720.000000 0.000000 EJE VIA 26415.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 4.000000 2721.000000 0.000000 EJE VIA 26417.509953 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 4.000000 2721.000000 0.000000 EJE VIA 26420.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 5.000000 2720.000000 0.000000 EJE VIA 26425.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2721.000000 0.000000 EJE VIA 26430.000000 XFG XEG XGRID XGRIDT 3 2 5.000000 10.000000 4.000000 2721.000000 0.000000 eje muro conten PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 7.960032506354094E+005 9.202944115547893E+006 2720.000000000000 0.000000000000000 17.58210006357888 LEFT PEGLT PEGRT PDGL PDGR eje muro conten 0.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 7.000000 2720.000000 0.000000 eje muro conten 5.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2720.000000 0.000000 eje muro conten 10.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2720.000000 0.000000 eje muro conten 10.163909 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2720.000000 0.000000 eje muro conten 15.000000 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2720.000000 0.000000 eje muro conten 17.581100 XFG XEG XGRID XGRIDT 3 2 10.000000 10.000000 6.000000 2720.000000 0.000000 0+000 0.00 0.00 0.00 0.00 0.00 7.72 0.00 0.00 0.00 0.00 0+000 0.00 0.00 0.00 0.00 0.00 0.00 5.37 0.00 0.00 0.00 0+003.373 0.00 0.00 0.00 0.00 0.00 9.65 0.00 0.00 0.00 0.00 0+003.373 0.00 0.00 0.00 0.00 0.00 0.00 4.92 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 9.18 0.00 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 0.00 4.65 0.00 0.00 0.00 0+014.070 0.00 0.00 0.00 0.00 0.00 8.67 0.00 0.00 0.00 0.00 0+014.070 0.00 0.00 0.00 0.00 0.00 0.00 4.46 0.00 0.00 0.00 0+000 0.00 0.00 0.00 0.00 0.00 10.00 0.00 0.00 0.00 0.00 0+000 0.00 0.00 0.00 0.00 0.00 0.00 4.01 0.00 0.00 0.00 0+003.373 0.00 0.00 0.00 0.00 0.00 10.14 0.00 0.00 0.00 0.00 0+003.373 0.00 0.00 0.00 0.00 0.00 0.00 3.78 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 9.18 0.00 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 0.00 3.29 0.00 0.00 0.00 0+014.070 0.00 0.00 0.00 0.00 0.00 8.82 0.00 0.00 0.00 0.00 0+014.070 0.00 0.00 0.00 0.00 0.00 0.00 3.78 0.00 0.00 0.00 0+017.711 0.00 0.00 0.00 0.00 0.00 8.60 0.00 0.00 0.00 0.00 0+017.711 0.00 0.00 0.00 0.00 0.00 0.00 2.48 0.00 0.00 0.00 0+000 0.00 0.00 0.00 0.00 0.00 8.82 0.00 0.00 0.00 0.00 0+000 0.00 0.00 0.00 0.00 0.00 0.00 2.67 0.00 0.00 0.00 0+004.650 0.00 0.00 0.00 0.00 0.00 9.76 0.00 0.00 0.00 0.00 0+004.650 0.00 0.00 0.00 0.00 0.00 0.00 4.04 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 10.37 0.00 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 0.00 4.04 0.00 0.00 0.00 0+015.550 0.00 0.00 0.00 0.00 0.00 8.06 0.00 0.00 0.00 0.00 0+015.550 0.00 0.00 0.00 0.00 0.00 0.00 4.01 0.00 0.00 0.00 0+020.087 0.00 0.00 0.00 0.00 0.00 6.26 0.00 0.00 0.00 0.00 0+020.087 0.00 0.00 0.00 0.00 0.00 0.00 2.48 0.00 0.00 0.00 0+000 0.00 0.00 0.00 0.00 0.00 13.73 0.00 0.00 0.00 0.00 0+000 0.00 0.00 0.00 0.00 0.00 0.00 7.14 0.00 0.00 0.00 0+005 0.00 0.00 0.00 0.00 0.00 10.89 0.00 0.00 0.00 0.00 0+005 0.00 0.00 0.00 0.00 0.00 0.00 6.46 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 10.02 0.00 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 0.00 6.08 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 13.56 0.00 0.00 0.00 0.00 0+010 0.00 0.00 0.00 0.00 0.00 0.00 6.51 0.00 0.00 0.00 0+015 0.00 0.00 0.00 0.00 0.00 14.01 0.00 0.00 0.00 0.00 0+015 0.00 0.00 0.00 0.00 0.00 0.00 6.17 0.00 0.00 0.00 0+017.581 0.00 0.00 0.00 0.00 0.00 13.75 0.00 0.00 0.00 0.00 0+017.581 0.00 0.00 0.00 0.00 0.00 0.00 6.00 0.00 0.00 0.00 PONTON: KM 57 + 003 POSICION ELEMENTO PULG. LONG ESPAC. CANT. Nº VECES PESO TOTAL POS 1 0.55 8.5 5/8 9.60 2 2 1.6 61.44 POS 2 8.5 1/2 8.5 2 2 1 34.00 POS 3 0.55 8.5 3/4 9.6 4 2 2.26 173.57 0.22 POS 4 ganchos 0.12 0.57 3/8 1.82 33 2 0.56 67.27 0.67 POS5 0.07 0.90 0.57 3/8 2.21 0.25 40 2 0.56 99.01 POS 6 9.6 3/8 9.6 0.3 2 1 1 19.20 0.13 POS 7 0.99 1/2 1.5 2 6 1 18.00 0.38 . 0.13 POS 8 0.99 1/2 1.32 0 2 6 1 15.84 . 0.2 POS 9 3/8 0.85 0.15 5 6 0.56 14.28 POS 10 0.25 8.48 5/8 8.98 0.3 31 1 1.6 445.41 POS 11 0.25 8.48 3/4 8.98 0.2 45 1 2.26 913.27 POS 12 0.99 7.15 3/4 7.15 0.1 89 1 2.26 1438.15 POS 13 0.25 9.58 1/2 10.08 0.45 20 1 1 201.60 POS 14 0.25 9.58 1/2 10.08 0.2 44 1 1 443.52 POS 23 DOWELLS 0.85 3/4 0.85 4 1 2.26 7.68 3,952.23 PLANILLA DE ACERO TOTAL (KGR.) PONTON: KM 57 + 003 POSICION ELEMENTO PULG. LONG ESPAC. CANT. Nº VECES PESO TOTAL POS 1 0.55 8.5 5/8 9.60 2 2 1.6 61.44 POS 2 8.5 1/2 8.5 2 2 1 34.00 POS 3 0.55 8.5 3/4 9.6 4 2 2.26 173.57 0.22 POS 4 ganchos 0.12 0.57 3/8 1.82 33 2 0.56 67.27 0.67 POS5 0.07 0.90 0.57 3/8 2.21 0.25 40 2 0.56 99.01 POS 6 9.6 3/8 9.6 0.3 2 1 1 19.20 0.13 POS 7 0.99 1/2 1.5 2 6 1 18.00 0.38 . 0.13 POS 8 0.99 1/2 1.32 0 2 6 1 15.84 . 0.2 POS 9 3/8 0.85 0.15 5 6 0.56 14.28 POS 10 0.25 8.48 5/8 8.98 0.3 31 1 1.6 445.41 POS 11 0.25 8.48 3/4 8.98 0.2 45 1 2.26 913.27 POS 12 0.99 7.15 3/4 7.15 0.1 89 1 2.26 1438.15 POS 13 0.25 9.58 1/2 10.08 0.45 20 1 1 201.60 POS 14 0.25 9.58 1/2 10.08 0.2 44 1 1 443.52 POS 23 DOWELLS 0.85 3/4 0.85 4 1 2.26 7.68 3,952.23 PLANILLA DE ACERO TOTAL (KGR.) PONTON: KM 57 + 003 POSICION ELEMENTO PULG. LONG ESPAC. CANT. Nº VECES PESO TOTAL POS 1 0.55 8.5 5/8 9.60 2 2 1.6 61.44 POS 2 8.5 1/2 8.5 2 2 1 34.00 POS 3 0.55 8.5 3/4 9.6 4 2 2.26 173.57 0.22 POS 4 ganchos 0.12 0.57 3/8 1.82 33 2 0.56 67.27 0.67 POS5 0.07 0.90 0.57 3/8 2.21 0.25 40 2 0.56 99.01 POS 6 9.6 3/8 9.6 0.3 2 1 1 19.20 0.13 POS 7 0.99 1/2 1.5 2 6 1 18.00 0.38 . 0.13 POS 8 0.99 1/2 1.32 0 2 6 1 15.84 . 0.2 POS 9 3/8 0.85 0.15 5 6 0.56 14.28 POS 10 0.25 8.48 5/8 8.98 0.3 31 1 1.6 445.41 POS 11 0.25 8.48 3/4 8.98 0.2 45 1 2.26 913.27 POS 12 0.99 7.15 3/4 7.15 0.1 89 1 2.26 1438.15 POS 13 0.25 9.58 1/2 10.08 0.45 20 1 1 201.60 POS 14 0.25 9.58 1/2 10.08 0.2 44 1 1 443.52 POS 23 DOWELLS 0.85 3/4 0.85 4 1 2.26 7.68 3,952.23 PLANILLA DE ACERO TOTAL (KGR.) PONTON: KM 57 + 003 POSICION ELEMENTO PULG. LONG ESPAC. CANT. Nº VECES PESO TOTAL POS 1 0.55 8.5 5/8 9.60 2 2 1.6 61.44 POS 2 8.5 1/2 8.5 2 2 1 34.00 POS 3 0.55 8.5 3/4 9.6 4 2 2.26 173.57 0.22 POS 4 ganchos 0.12 0.57 3/8 1.82 33 2 0.56 67.27 0.67 POS5 0.07 0.90 0.57 3/8 2.21 0.25 40 2 0.56 99.01 POS 6 9.6 3/8 9.6 0.3 2 1 1 19.20 0.13 POS 7 0.99 1/2 1.5 2 6 1 18.00 0.38 . 0.13 POS 8 0.99 1/2 1.32 0 2 6 1 15.84 . 0.2 POS 9 3/8 0.85 0.15 5 6 0.56 14.28 POS 10 0.25 8.48 5/8 8.98 0.3 31 1 1.6 445.41 POS 11 0.25 8.48 3/4 8.98 0.2 45 1 2.26 913.27 POS 12 0.99 7.15 3/4 7.15 0.1 89 1 2.26 1438.15 POS 13 0.25 9.58 1/2 10.08 0.45 20 1 1 201.60 POS 14 0.25 9.58 1/2 10.08 0.2 44 1 1 443.52 POS 23 DOWELLS 0.85 3/4 0.85 4 1 2.26 7.68 3,952.23 PLANILLA DE ACERO TOTAL (KGR.) eje de rio PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 3 3 5.000000000000000 5.000000000000000 5.000000000000000 7.958493472875399E+005 9.202956293988565E+006 2720.000000000000 0.000000000000000 27.73029578944605 LEFT PEGLT PEGRT PDGL PDGR PLANO N° ESCALA : FECHA : JEFE DE SUPERVISION: RESIDENTE DE OBRA: CONTRATISTA: SUPERVISOR: PONTON KM: 26+310.00 KM. 0+000 AL KM. 63+017

Language	Other
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, bridge, complet, constructive, details, DWG, full, Project