Project A Horizontal And Vertical Via DWG Full Project for AutoCAD

Project A Horizontal And Vertical Via DWG Full Project for AutoCAD

Project includes horizontal and vertical curve masses of a road 1km stretch.

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

mass curve, analysis, of bells: bell, two methods were used for the analysis of the bells that are the distances between the centers of gravity and the method of the quotient between the , area, total of the bell and the ordinate, maximum, of each bell, ra obte, ner values, for the two, calculation, air, centers of gravity se, utilizo, program, utocad, central university of Ecuador, indicated, date :, scale :, leaf number :, faculty:, contains :, elements of the curve, student:, civil engineering, frame quinchiguango, third – fourth, course :, mass curve, abscissa, dimension, fill, ground, cut , project, length:, semester :, project scale :, review :, project :, location :, contains :, designed :, date :, sheet :, mass curve scale, vertical project scale, emerald province, seventh , horizontal and vertical project, track design, road control point v order, pio, gradient zero line, gradient project

Raw text data extracted from CAD file:

S \fTimes New Roman|b0|i0|c0|p18;24º34'1.82"E 60°44'42.89" Entretangencia = 67.68m 56°25'27.98" 48°45'39.96" Entretangencia = 304.00m Entretangencia = 55.93m Entretangencia = 167.25m 38°24'52.67" 64°1'33.87" Long. Adop = 100m Long. Adop = 120m Long. Adop. = 60m Long. Adop = 80m 120.0000 15.1700 - 6000 - 4000 - 2000 0 2000 4000 6000 8000 10000 12000 14000 16000 0 200 400 600 800 1000 1200 Curva de masas Curva de masas OMC = 116.8m3 L = 42.89m Ocm = 321.4m3 OCM = 1058.94m OCM = 650.90m OCM = 4048.1 OCM = 10996.3m OCM = 2945.3m Análisis de campanas: Campana 1: Se utilizaron dos métodos para el análisis de las campanas que son la de las distancias entre los centros de gravedad y el método del cociente entre el área total de la campana y la ordenada máxima de cada campana pa ra obte ner valores, para los dos métodos el cálculo de aéreas y centros de gravedad se utilizo el programa A utocad . OCM = 116.80m3 OCM=3928.6m D = 94.43m OCMmax = 4048.1 D = 63.46m D = 45.07m OCMmax = 1058.94m OCMmax = 650.90m OCM = 576.96m3 OCM4 = 110.66m3 OCM5 = 380.35m3 D = 75.09m D = 48.29m OCMmax = 2945.3m OCMmax = 3928.6m3 OCM=360.2 OCM=3928.36 D = 70.67m OCMmax = 10996.3m3 OCM = 1796.6m3 12,3476 UNIVERSIDAD CENTRAL DEL ECUADOR Indicadas Fecha: Escala: 11-12-2009 01 02 Hoja Número: Facultad : Contiene: ELEMENTOS DE LA CURVA Alumno : Ingenieria Civil QUINCHIGUANGO MARCO Tercero - Cuarto Curso: UNIVERSIDAD CENTRAL DEL ECUADOR 1/400 Fecha: Escala: 11-12-2009 02 02 Hoja Número: Facultad : Contiene: Alumno : Ingenieria Civil QUINCHIGUANGO MARCO Tercero - Cuarto Curso: UNIVERSIDAD CENTRAL DEL ECUADOR 1/400 Fecha: Escala: 11-12-2009 01 02 Hoja Número: Facultad : Contiene: ELEMENTOS DE LA CURVA Alumno : Ingenieria Civil QUINCHIGUANGO MARCO Tercero - Cuarto Curso: UNIVERSIDAD CENTRAL DEL ECUADOR 1/400 Fecha: Escala: 11-12-2009 02 02 Hoja Número: Facultad : Contiene: Alumno : Ingenieria Civil QUINCHIGUANGO MARCO Tercero - Cuarto Curso: ELEVACIÓN (m) (1cm = 1m) (1 cm = 500m3) CURVA DE MASAS ABSCISADO COTA RELLENO TERRENO CORTE PROYECTO LONGITUD : SEMESTRE: ESCALA PROYECTO: REVISO: H: 1 100 PROYECTO: UBICACION: CONTIENE: DISEÑÓ: FECHA: V: 1 1000 LÁMINA: 55 70 75 80 85 90 90 56 56 55 55 58 58 57 57 60 60 59 59 62 62 61 65 70 75 80 685200 E 685400 E N 10093400 55 55 55 60 60 70 70 75 75 80 80 85 85 90 53 56 56 55 55 55 58 58 57 57 60 60 59 59 62 62 61 63 65 65 70 75 80 685300 E N 10093300 N 10093400 685500 E 685400 E N 10093300 684800 E 60 60 60 65 70 75 49 48 50 56 56 55 58 58 60 62 61 63 65 64 50 50 50 55 55 60 60 60 60 60 60 60 60 65 65 65 65 65 65 70 70 70 70 75 75 75 80 85 85 49 49 49 48 48 48 51 50 50 50 52 54 56 56 56 56 56 56 55 55 55 55 58 58 58 58 58 58 58 57 57 57 60 60 60 60 60 60 59 59 59 59 62 62 62 61 61 61 63 63 63 63 63 65 65 65 65 64 64 64 67 67 66 68 70 72 73 684800 E 684900 E N 10094000 N 10093600 N 10093700 N 10093800 60 65 65 60 59 63 65 64 N 10093600 N 10094000 N 10093900 N 10093800 N 10093500 N 10093700 685000 E 685100 E 685200 E N 10093900 685300 E N 10093500 N 10093200 685000 E ESCALA DE CURVA DE MASAS ESCALA DEL PROYECTO VERTICAL 685100 E 684900 E N 10094100 N 10094100 DICIEMBRE/2010 PROVINCIA DE ESMERALDAS SEPTIMO PROYECTO HORIZONTAL Y VERTICAL 1 Km DISEÑO DE VÍA 1 DE 1 Tramo 1: Longitud = 214.18m n =0.183 G = -3.33% Tramo 2 (salto): Longitud = 144.23m n =0.167 G = +6.6% Tramo 3 : Longitud = 330.01m n =0.08 G = +0.7% Tramo 4 : Longitud = 204.56m n =0.15 G = -2.5% Tramo 5 : Longitud = 206.33m n =0.30 G = 3.33% @=38º24'52.67" R=115m V=50KPH Ls=39.13m \U+04E8s=12º27'18.78''=0.2174rad \U+0394cc=13º30'15.10" A = 04º09'06.26" B = 08º18'12.52" Xsc=49.76m Ysc=3.61m Z=K=24.96m O=p=0.90m Ts=65.34m E = 7.74m U = 33.42m Vs = 5.81m CLs=49.89m X'o=24.96m Y'\H0.6667x;o\H1.5x;=115.90m \U+03A6=04º59'1.73" Lcc=27.10m 5 \U+2220 = 48º45'39.96" R = 100m V = 50KPH Ls = 45.01m \U+04E8s = 14º19'24.6'' = 0.2506rad \U+0394cc = 20º06'50.76" A = 04º46'28.2" B = 09º32'56.4" Xsc = 49.69m Ysc = 4.15m Z = K = 24.96m O = p = 1.04m Ts = 70.74m E = 10.93m U = 33.44m Vs = 5.52m CLs = 49.86m X'o = 24.95m Y'\H0.6667x;o \H1.5x;= 101.04m \U+03A6 = 05º43'55.08" Lcc = 35.11m @= 60º44'42.89" R = 60m T = 35.16m CL = 60.67m M = 8.23m E = 9.54m Lcc = 63.61m @= 64º01'33.87" R = 90m T = 56.27m CL = 95.42 M = 12.96m E = 16.14m Lcc = 100.57m @= 56º25'27.98" R = 100m T = 53.65m CL = 93.04m M = 11.88m E = 13.48m Lcc = 98.48m Entretangencia = 304.00m Entretangencia = 55.93m Entretangencia = 167.25m S \fTimes New Roman|b0|i0|c0|p18;- 44º24'56.66" - E S \fTimes New Roman|b0|i0|c0|p18;- 06 º04'00" - E S \fTimes New Roman|b0|i0|c0|p18;- 54º45'43.95" - E S \fTimes New Roman|b0|i0|c0|p18;- 01º39'44.03" - W 5 Entretangencia = 67.68m ST2 Pc3 Pt3 Pc1: K0 + 9.31 Pt1: K0 + 72.92 S \fTimes New Roman|b0|i0|c0|p18;- 19º36'37.20" - W S \fTimes New Roman|b0|i0|c0|p18;- 41º08'04.90" - E Pc2: K0 + 140.60 Pt2: K0 + 241.17 SC1: K0 + 595,17 CS1: K0 + 622,27 TS1: K0 + 545,17 ST1: K0 + 672,27 TS2: K0 + 728.20 SC2: K0 + 778.20 CS2: K0 + 813.31 ST2: K0 + 863.31 Pc3: K1 + 30.56 Pt3: K1 + 128.98 5 Punto de control Carretera V orden 5 65 60 55 50 PIO Pc1 Pt1 Pc2 Pt2 TS1 SC1 CS1 ST1 TS2 SC2 CS2 ST2 Pc3 -3,33 % +5,47 % -2,14 % ABS=K0 + 240 Abs=K0+400 Abs=K0+840 K0+000 0,00 K0+020 0.77 K0+040 0,65 K0+060 0.10 K0+080 1.66 K0+100 0.83 K0+120 0.10 K0+140 0.33 K0+160 1.14 K0+180 3.00 K0+200 3.14 K0+220 0.51 K0+240 1.18 K0+260 0.26 K0+280 2.02 K0+300 1.52 K0+320 0.44 K0+340 0.78 K0+360 3.63 K0+380 2.34 K0+400 1.34 K0+420 3.72 K0+440 4.08 K0+460 3.25 K0+480 2,42 K0+500 1.49 K0+520 0.46 K0+540 0.17 K0+560 1.02 K0+580 3.39 K0+600 1.02 K0+620 1.82 K0+640 2.18 K0+660 1.58 K0+680 2.93 K0+700 3.10 K0+720 2.35 K0+740 0.41 K0+760 2.00 K0+780 3.38 K0+800 1.79 K0+820 0.36 K0+840 5.77 K0+860 4.74 K0+880 12.30 K0+900 9.85 K0+920 2.40 K0+940 2.55 K0+960 6.50 K0+980 4.45 K1+00 2.91 K1+020 3.86 K1+040 1.81 K1+060 2.26 +1,85 % CV1 A1= 8,80 T=60m k=13 PIv1 Pcv1 Ptv1 Pcv2 Ptv2 PIV2 Pcv3 PIV3 Ptv3 Pcv4 PIV4 Ptv4 57.00 57.00 57.10 56.33 55.01 55.67 54.90 55.00 56.00 54.33 54.50 53.67 53.10 53.00 52.00 52.33 52.80 51.67 54.00 51.00 53.48 50.33 50.18 49.67 47.82 49.00 49.84 50.09 53.21 51.19 53.80 52.28 53.82 53.38 55.25 54.47 59.20 55.56 59.00 56.66 59.14 57.75 54.40 58.12 54.41 58.49 55.61 58.86 56.82 59.23 58.12 59.60 59.51 59.97 60.51 60.34 61.73 60.71 64.48 61.08 62.47 61.45 60.00 61.82 60.02 62.19 60.98 62.56 60.00 62.93 60.20 63.30 60.52 62.87 62.03 62.44 64.02 62.01 64.97 61.59 62.95 61.16 60.37 60.73 54.53 60.30 56.38 60.75 73.46 61.20 71.35 61.65 64.40 62.10 59.92 62.55 56.55 63.00 59.04 63.46 60.99 63.91 60.55 64.36 62.90 64.81 63.05 65.26 Abs=K0+180 Abs=K0+300 Abs=K0+370 Abs=K0+430 Abs=K0+660 Abs=K0+700 Abs=K0+740 Abs=K0+780 Abs=K0+900 PI0=K0+000.00 Elev=51m Elev=49m Elev=52,28 Elev=56,15m Elev=57,75m Elev=58,31m Elev=62,56m Elev=63,30m Elev=62,44m Elev=61,59m Elev=60,30m Elev=62,65m CV2 A1= 3,62 T=30m k=13 CV3 A1= 4 T=30m k=13 55 50 60 55 5 65 60 70 65 75 +1,85 % 45 Elev=62,9m Elev=57,48m Elev=50,32m Pc3 Pt3 -2,56 % Abs=K0+980 K0+980 6.26 K1+00 3.80 K1+020 3.72 K1+040 0.86 K1+060 0.21 K1+080 2.26 K1+100 2.66 K1+120 0.73 PIV5 Ptv5 59.04 65.30 60.99 64.79 60.55 64.28 62.90 63.76 63.05 63.25 65.00 62.74 64.89 62.23 61.00 61.73 Abs=K1+030 Elev=65,30m Elev=64,02m CV5 A1= 6,12 T=50m k=13 Long. Adop = 100m PI6 K1+120 0,39 60,81 K1+120 0,21 60.49 61,22 60,70 Elev=64,53m G = -3.3% G = +6.6% G = +0.7% G = -2.5% G = +3.33% Gradiente Linea Cero G = -3.3% G = +5.5% G = +1.8% G = -2.14% G = +2.25% Gradiente de Proyecto Long. Adop = 120m 5 5 +2.25 % 120.0000000009313 CV4 A4= 4.39 T=60m k=13 Pc1:K0+11.8 0,81 57.50 56.69 Pt1:K0+72,9 55,61 54,57 1,04 Pc2:K0+140.6 52.03 52,31 0.28 Pt2:K0+240.11 47.93 49.06 1.13 15.16999999957625 SC1:K0+595.17 62.96 61.36 1.59 TS1:K0+545.17 60.82 60.44 0.37 CS1:K0+623.30 59.80 61.88 2.07 ST1:K0+672.17 2.41 60.38 62.79 TS2:K0+728.2 1.56 60.14 62.70 SC2:K0+778.2 3.88 65.59 61.63 CS2:K0+813.27 62.00 60.87 1.12 ST2:K0+863.31 2.82 58.00 60.83 60 55 70 65 Pc3:K1+30.56 2.77 61.82 64.59 0.00 2500 5000 7500 -2500 0.00 2500 5000 7500 7500 0.00 10000 10000 12500 5000 -2500 2500 5000 7500 7500 10000 12500 5000 7500 10000 5000 0.00 2500 7500 10000 5000 0.00 2500 K0+17.11 K0+040 K0+060 5 CAMPANA 1: Escala: H: 1/250 V: 1cm = 125m³ 5 K0+220 K0+240 K0+260 Pt2:K0+240.11 K0+110.8 \A1;CAMPANA 2: Escala: H: \S1/250;\H1.4286x; V: 1cm = 125m³ 5 5 5 5 5 5 70 80 75 K0+17.11 K0+110.8 K0+476.26 2500 2500 5 Campana 1 Campana 2 Campana 3 Campana 4 Campana 5 Campana 6 Campana 7 Campana 8 5 K0+260 K0+280 K0+300 K0+320 K0+340 K0+360 K0+380 K0+400 K0+420 K0+440 K0+460 K0+476.26 K0+500 5 OCMmax = 4048.1 2500 5000 7500 K0+476.26 K0+500 K0+520 K0+540 K0+560 K0+580 K0+600 K0+620 K0+637.06 K0+660 K0+680 K0+700 SC1:K0+595.17 TS1:K0+545.17 CS1:K0+623.30 ST1:K0+672.17 K0+602.5 K0+682.4 D = 63.46m 5 5 5 2500 5000 0.00 5 5 5 CAMPANA 3 CAMPANA 4 CAMPANA 5 K0+720 K0+660 K0+680 K0+700 K0+740 K0+760 K0+780 K0+800 K0+820 K0+840 K0+860 K0+884.97 K0+900 TS2:K0+728.2 ST1:K0+672.17 SC2:K0+778.2 CS2:K0+813.27 ST2:K0+863.31 K0+682.4 5 5 5 5 5 5 K0+884.97 K0+900 K0+920 K0+940 K0+960 K0+980 K1+00 K1+20,81 D = 70.67m 0.00 2500 -2500 5 5 CAMPANA 6 CAMPANA 7 CAMPANA 8 7500 10000 12500 5000 2500 dal = 40m dal = 40m dal = 40m dal = 40m dal = 40m dal = 40m (1 cm = 500m3) CURVA DE MASAS (1 cm = 500m3) CURVA DE MASAS (1 cm = 500m3) CURVA DE MASAS (1 cm = 500m3) CURVA DE MASAS 0.00 500.00 K0+020 3000 3500 dal = 40m dsa6= 83.81m dal = 40m dal = 40m dal = 40m dal = 40m dal = 40m dal = 40m dal = 40m dsa1 = no existe ya que D < dal dsa2 = 3.1m dsa3 = 98.94m dsa4 = 73.95m dsa5 = 45.07m dsa7 = 48.29m dsa8 = 76.50m Mt1 = 3389.13m3 Mt2 = 9056.43m3 Mt3 = 400531.20m3 Mt = 78308.27m3 Mt5 = 22946.46m3 Mt6 = 246844.13m3 Mt7 = 192151.82m3 Mt = 841213.91m3 12.34757806919515

Language	Spanish
Drawing Type	Full Project
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, curve, DWG, full, HIGHWAY, horizontal, includes, km, pavement, Project, Road, route, stretch, vertical