2.-75+500.00 AL 88+729.45(2)

CALCULO DE ALINEMIENTO HORIZONTAL AUTOPISTA : ATIZAPAN - ATLACOMULCO FECHA : AGOSTO 2014 TRAMO : 0 SUBTRAMO : DEL KM 75+500.00 AL KM 88+729.45 ARCHIVO: 0 ORIGEN : 0 PUNTO CADENAMIENTO X Y INICIO 84+076.268 421,797.687 2,187,677.016 GRADOS MINUTOS SEGUNDOS TANGENTE LIBRE = 1,420.050 m. AZIMUT = 331 09 48.718 HOJA No. 2 S = 10.000 N = 21.800 Ampl = 0.600 PUNTO CADENAMIENTO SOB. IZQ. SOB. DER. AMPL. IZQ. AMPL. DER. p = 0.649 k = 54.491 N1 85+474.518 -2.00 -2.00 CURVA C4 Xc = 108.944 Yc = 2.592 TE 85+496.318 -2.00 0.00 PUNTO CADENAMIENTO X Y Le = 109.000 m. N2 85+518.118 -2.00 2.00 TE = 85+496.318 421,112.781 2,188,920.979 θ ε = 4 05 15 EC 85+605.318 -10.00 10.00 EC = 85+605.318 421,057.965 2,189,015.165 ∆ = 42 03 10.869 IZQUIERDA VEL. DE PROY. = 100 KPH CE = 86+057.025 420,717.642 2,189,302.120 Dc = 33 52 41 CE 86+057.025 -10.00 10.00 ET = 86+166.025 420,615.550 2,189,340.236 Gc = 1 30 00.000 N3 86+144.225 -2.00 2.00 PI = 85+844.714 420,944.746 2,189,226.175 Rc = 763.944 m. ET 86+166.025 -2.00 0.00 CENTRO 420,676.568 2,188,452.183 STe = 348.396 m. N4 86+187.825 -2.00 2.00 Lc = 451.707 m. VEL PROY 100.000 KPH TANGENTE LIBRE = 1,008.517 m. AZIMUT = 289 06 37.849 S = 10.000 N = 17.600 Ampl = 0.600 PUNTO CADENAMIENTO SOB. IZQ. SOB. DER. AMPL. IZQ. AMPL. DER. N1 87+112.941 -2.00 -2.00 CURVA C5 TM 87+130.541 -2.00 0.00 PUNTO CADENAMIENTO X Y Lt = 88.000 m. N2 87+148.141 -2.00 2.00 0.06 0.06 MC 87+218.541 -10.00 10.00 0.30 0.30 PC = 87+174.541 419,662.613 2,189,670.416 ∆ = 22 24 18.688 IZQUIERDA VEL. DE PROY. = 110 KPH PT = 87+622.645 419,221.593 2,189,731.675 CM 87+578.645 -10.00 10.00 0.30 0.30 PI = 87+401.493 419,448.170 2,189,744.718 Gc = 1 00 00.000 N3 87+649.045 -2.00 2.00 0.06 0.06 Rc = 1145.916 m. MT 87+666.645 -2.00 0.00 CENTRO 419,287.451 2,188,587.653 ST = 226.951 m. N4 87+684.245 -2.00 2.00 Lc = 448.104 m. VEL PROY 110.000 KPH TANGENTE LIBRE = 1,106.805 m. AZIMUT = 266 42 19.161 S = 10.000 N = 16.000 Ampl = 0.600 PUNTO CADENAMIENTO SOB. IZQ. SOB. DER. AMPL. IZQ. AMPL. DER. p = N1 88+673.450 -2.00 -2.00 CURVA C6 TM 88+689.450 0.00 -2.00 PUNTO CADENAMIENTO X Y Lt = 80.000 m. N2 88+705.450 2.00 -2.00 MC 88+769.450 10.00 -10.00 PC = 88+729.450 418,116.618 2,189,668.065 ∆ = 154 41 03.180 DERECHA VEL. DE PROY. = 100 KPH PT = 88+729.450 418,116.618 2,189,668.065 CM 88+689.450 10.00 -10.00 PI = 88+729.450 418,116.618 2,189,668.065 Gc = 1000000000 00 00.051 N3 88+753.450 2.00 -2.00 Rc = 0.000 m. MT 88+769.450 0.00 -2.00 CENTRO 418,116.618 2,189,668.065 ST = 0.000 m. N4 88+785.450 -2.00 -2.00 Lc = 0.000 m. VEL PROY 100.000 KPH TANGENTE LIBRE = m. AZIMUT = 61 23 22.341

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Transcript of 2.-75+500.00 AL 88+729.45(2)

CALCULO DE ALINEMIENTO HORIZONTAL

AUTOPISTA : ATIZAPAN - ATLACOMULCO FECHA : AGOSTO 2014TRAMO : 0SUBTRAMO : DEL KM 75+500.00 AL KM 88+729.45 ARCHIVO: 0ORIGEN : 0

PUNTO CADENAMIENTO X Y INICIO 84+076.268 421,797.687 2,187,677.016 GRADOS MINUTOS SEGUNDOS

TANGENTE LIBRE = 1,420.050 m. AZIMUT = 331 09 48.718HOJA No. 2

S = 10.000 N = 21.800Ampl = 0.600 PUNTO CADENAMIENTO SOB. IZQ. SOB. DER. AMPL. IZQ. AMPL. DER.

p = 0.649 k = 54.491 N1 85+474.518 -2.00 -2.00CURVA C4 Xc = 108.944 Yc = 2.592 TE 85+496.318 -2.00 0.00

PUNTO CADENAMIENTO X Y Le = 109.000 m. N2 85+518.118 -2.00 2.00TE = 85+496.318 421,112.781 2,188,920.979 θ ε = 4 05 15 EC 85+605.318 -10.00 10.00EC = 85+605.318 421,057.965 2,189,015.165 ∆ = 42 03 10.869 IZQUIERDA VEL. DE PROY. = 100 KPHCE = 86+057.025 420,717.642 2,189,302.120 Dc = 33 52 41 CE 86+057.025 -10.00 10.00ET = 86+166.025 420,615.550 2,189,340.236 Gc = 1 30 00.000 N3 86+144.225 -2.00 2.00PI = 85+844.714 420,944.746 2,189,226.175 Rc = 763.944 m. ET 86+166.025 -2.00 0.00

CENTRO 420,676.568 2,188,452.183 STe = 348.396 m. N4 86+187.825 -2.00 2.00Lc = 451.707 m.

VEL PROY 100.000 KPH

TANGENTE LIBRE = 1,008.517 m. AZIMUT = 289 06 37.849

S = 10.000 N = 17.600Ampl = 0.600 PUNTO CADENAMIENTO SOB. IZQ. SOB. DER. AMPL. IZQ. AMPL. DER.

N1 87+112.941 -2.00 -2.00CURVA C5 TM 87+130.541 -2.00 0.00

PUNTO CADENAMIENTO X Y Lt = 88.000 m. N2 87+148.141 -2.00 2.00 0.06 0.06MC 87+218.541 -10.00 10.00 0.30 0.30

PC = 87+174.541 419,662.613 2,189,670.416 ∆ = 22 24 18.688 IZQUIERDA VEL. DE PROY. = 110 KPHPT = 87+622.645 419,221.593 2,189,731.675 CM 87+578.645 -10.00 10.00 0.30 0.30PI = 87+401.493 419,448.170 2,189,744.718 Gc = 1 00 00.000 N3 87+649.045 -2.00 2.00 0.06 0.06

Rc = 1145.916 m. MT 87+666.645 -2.00 0.00CENTRO 419,287.451 2,188,587.653 ST = 226.951 m. N4 87+684.245 -2.00 2.00

Lc = 448.104 m.VEL PROY 110.000 KPH

TANGENTE LIBRE = 1,106.805 m. AZIMUT = 266 42 19.161

S = 10.000 N = 16.000Ampl = 0.600 PUNTO CADENAMIENTO SOB. IZQ. SOB. DER. AMPL. IZQ. AMPL. DER.

p = N1 88+673.450 -2.00 -2.00CURVA C6 TM 88+689.450 0.00 -2.00

PUNTO CADENAMIENTO X Y Lt = 80.000 m. N2 88+705.450 2.00 -2.00MC 88+769.450 10.00 -10.00

PC = 88+729.450 418,116.618 2,189,668.065 ∆ = 154 41 03.180 DERECHA VEL. DE PROY. = 100 KPHPT = 88+729.450 418,116.618 2,189,668.065 CM 88+689.450 10.00 -10.00PI = 88+729.450 418,116.618 2,189,668.065 Gc = 1000000000 00 00.051 N3 88+753.450 2.00 -2.00

Rc = 0.000 m. MT 88+769.450 0.00 -2.00CENTRO 418,116.618 2,189,668.065 ST = 0.000 m. N4 88+785.450 -2.00 -2.00

Lc = 0.000 m.VEL PROY 100.000 KPH

TANGENTE LIBRE = m. AZIMUT = 61 23 22.341