Cálculo del tránsito futuro de la Vía Cerritos
Enviado por MarlaMeneses • 6 de Mayo de 2023 • Apuntes • 400 Palabras (2 Páginas) • 41 Visitas
CÁLCULO DEL TRÁNSITO FUTURO DE LA VÍA CERRITOS - PEREIRA APARTIR DE DATOS OBTENIDOS EN EL PROGRAMA TRANSITO
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Presentado por:
MARLA JHINELLA CASTILLO MENESES
Presentado a:
NELSON RIVAS MUÑOZ
UNIVERSIDAD DEL CAUCA
FACULTAD DE INGENIERÍA CIVIL
INGENIERÍA DE TRÁNSITO
POPAYÁN-CAUCA
2023
SERIE HISTORICA ESTACIONES DE CONTEO VÍA CERRITOS - PEREIRA
Año | TPD | %AUTO | %BUS | %C2P | %C2G | %C3 - C4 | %C5 | %C6 |
1968 | 3538 | 51 | 15 | 7.9 | 21.29 | 2.04 | 2.33 | 0.44 |
1969 | 3816 | 54 | 13 | 7.67 | 20.66 | 1.98 | 2.26 | 0.43 |
1971 | 4357 | 56 | 15 | 6.73 | 18.16 | 1.74 | 1.99 | 0.38 |
1972 | 4529 | 54 | 12 | 7.9 | 21.29 | 2.04 | 2.33 | 0.44 |
1973 | 5217 | 64 | 12 | 5.58 | 15.03 | 1.44 | 1.64 | 0.31 |
1974 | 5089 | 61 | 14 | 5.81 | 15.65 | 1.5 | 1.71 | 0.33 |
1975 | 5065 | 53 | 15 | 7.43 | 20.04 | 1.92 | 2.19 | 0.42 |
1976 | 4935 | 55 | 15 | 6.98 | 18.78 | 1.8 | 2.05 | 0.39 |
1977 | 5867 | 56 | 14 | 6.98 | 18.78 | 1.8 | 2.05 | 0.39 |
1978 | 6283 | 62 | 13 | 5.81 | 15.65 | 1.5 | 1.71 | 0.33 |
1979 | 6026 | 59 | 14 | 6.27 | 16.91 | 1.62 | 1.85 | 0.35 |
1980 | 7185 | 63 | 13 | 5.58 | 15.03 | 1.44 | 1.64 | 0.31 |
1981 | 7419 | 62 | 12 | 6.04 | 16.28 | 1.56 | 1.78 | 0.34 |
1982 | 7278 | 62 | 12 | 6.04 | 16.28 | 1.56 | 1.78 | 0.34 |
1983 | 7491 | 66 | 11 | 5.34 | 14.4 | 1.38 | 1.58 | 0.3 |
1984 | 9152 | 64 | 11 | 5.81 | 15.65 | 1.5 | 1.71 | 0.33 |
1985 | 7887 | 65 | 12 | 5.34 | 14.4 | 1.38 | 1.58 | 0.3 |
1986 | 8102 | 70 | 11 | 4.41 | 11.9 | 1.14 | 1.3 | 0.25 |
1987 | 7470 | 68 | 12 | 4.65 | 12.52 | 1.2 | 1.37 | 0.26 |
1988 | 9375 | 70 | 11 | 4.41 | 11.9 | 1.14 | 1.3 | 0.25 |
1989 | 7526 | 69 | 11 | 4.65 | 12.52 | 1.2 | 1.37 | 0.26 |
1990 | 8903 | 68 | 11 | 5.92 | 12.85 | 1.01 | 1 | 0.22 |
1991 | 10729 | 73 | 9 | 5.07 | 11.01 | 0.87 | 0.86 | 0.19 |
1992 | 10273 | 68 | 11 | 5.16 | 12.88 | 1.39 | 1.04 | 0.53 |
1993 | 11227 | 68 | 11 | 5.16 | 12.88 | 1.39 | 1.04 | 0.53 |
1994 | 12547 | 69 | 8 | 5.21 | 14.06 | 1.39 | 1.29 | 1.05 |
1995 | 13904 | 75 | 8 | 10.17 | 4.62 | 0.91 | 0.72 | 0.58 |
1996 | 14161 | 71 | 8 | 5.38 | 12 | 1.67 | 1.03 | 0.92 |
1997 | 14365 | 69 | 10 | 6.06 | 10.94 | 1.42 | 1.39 | 1.19 |
1998 | 15371 | 69 | 7 | 6.29 | 12.76 | 1.48 | 1.67 | 1.8 |
1999 | 14165 | 74 | 8 | 6.28 | 7.93 | 1.24 | 1.29 | 1.26 |
2000 | 14964 | 74 | 9 | 6.04 | 7.34 | 1.17 | 1.26 | 1.19 |
2001 | 14110 | 73 | 8 | 4.45 | 9.01 | 2.01 | 1.51 | 2.02 |
2002 | 12958 | 71 | 10 | 7.55 | 5.66 | 1.66 | 1.89 | 2.24 |
2003 | 15503 | 71 | 9 | 7.15 | 6.96 | 1.79 | 1.82 | 2.28 |
2004 | 14220 | 69 | 11 | 6.45 | 7.17 | 1.69 | 1.59 | 3.1 |
2005 | 15951 | 65.35 | 13.54 | 6.04 | 9.52 | 1.47 | 1.34 | 2.74 |
2006 | 16627 | 63.76 | 15.15 | 6.43 | 8.66 | 1.97 | 1.5 | 2.53 |
2007 | 17860 | 59.9 | 13.2 | 7.71 | 12.13 | 1.87 | 1.7 | 3.49 |
2008 | 20129 | 68.3 | 12.43 | 4.53 | 8.42 | 1.79 | 1.41 | 3.12 |
2009 | 16730 | 63.53 | 12.94 | 6.07 | 10.2 | 2.19 | 1.69 | 3.38 |
2010 | 16259 | 64.21 | 13.54 | 8.13 | 7.53 | 1.95 | 1.19 | 3.45 |
2012 | 16191 | 61.59 | 13.57 | 7.98 | 10.17 | 1.99 | 1.18 | 3.52 |
2013 | 19029 | 62 | 13.36 | 8.14 | 9.86 | 1.92 | 1.2 | 3.52 |
2014 | 19150 | 61.51 | 11.78 | 8.02 | 10.51 | 2.52 | 1.37 | 4.29 |
2015 | 18765 | 61 | 10 | 8.7 | 11.4 | 2.7 | 1.5 | 4.7 |
2016 | 21067 | 69 | 10 | 6.3 | 8.3 | 2 | 1.1 | 3.4 |
2017 | 20014 | 55 | 13 | 9.6 | 12.6 | 3 | 1.6 | 5.1 |
2018 | 27169 | 73 | 7 | 6.02 | 7.9 | 1.88 | 1 | 3.2 |
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