6
AMPLIACIONES, SOBREELEVACIONES Y TRANSICIONES PARA CARRETERAS TIPO A (A4S Y A4) VELOCIDAD 70 80 90 100 110 Ac Ac Ac Ac A4S A4 A4S A4 A4S A4 A4S A4 A4S A4 A4S A4 A4S A4 A4S A4 A4S A4 A4S A4 0° 15" 4583.7 0 20 2.0 39 67 0 20 2.0 45 76 0 30 2.0 50 86 0 30 2.0 56 95 0 30 2.0 62 105 0° 30" 2291.8 20 30 2.0 39 67 20 30 2.0 45 76 20 40 2.0 50 86 20 40 2.3 56 95 20 50 2.7 62 105 0° 45" 1527.9 20 40 2.0 39 67 20 40 2.3 45 76 30 58 2.8 50 86 30 60 3.4 56 95 30 60 4.0 62 105 1° 00" 1145.9 20 50 2.5 39 67 30 50 3.0 45 76 30 60 3.6 50 86 30 70 4.5 56 95 30 70 5.2 62 105 1° 15" 916.14 30 50 3.0 39 67 30 60 3.7 45 76 40 60 4.5 50 86 40 70 5.5 56 95 40 80 6.3 62 105 1° 30" 763.94 30 60 3.5 39 67 30 60 4.4 45 76 40 70 5.3 50 86 40 80 6.4 56 95 40 90 7.3 64 109 1° 45" 684.81 30 60 4.1 39 67 40 70 5.0 45 76 40 80 6.1 50 86 40 90 7.3 58 99 50 100 8.1 71 121 2° 00" 572.96 30 70 4.6 39 67 40 80 5.7 45 76 40 90 6.7 50 86 50 90 8.1 65 110 50 100 8.9 78 133 2° 15" 509.30 40 80 5.1 39 67 40 90 6.2 45 76 50 100 7.3 53 89 50 100 8.7 70 118 60 110 9.4 83 141 2° 30" 458.37 40 80 5.5 39 67 50 90 6.8 45 76 50 100 7.9 57 97 60 110 9.2 74 125 60 120 9.8 86 147 2° 45" 416.70 40 80 6.0 39 67 50 90 7.3 47 79 50 110 8.4 60 103 60 110 9.6 77 131 60 120 10.0 88 150 3° 00" 381.97 50 90 6.4 39 67 50 100 7.7 49 84 60 110 8.8 63 108 60 120 9.9 79 135 3° 15" 352.59 50 90 6.7 39 67 50 110 8.1 52 88 60 120 9.2 66 113 60 130 10.0 80 136 3° 30" 327.40 50 100 7.1 40 68 60 110 8.5 54 92 60 120 9.6 69 118 3° 45" 305.58 50 110 7.5 42 71 60 120 8.8 56 96 60 130 9.8 71 120 4° 00" 286.48 50 110 7.8 44 74 60 120 9.1 58 99 70 130 9.9 71 121 4° 15" 269.93 60 110 8.1 45 77 60 130 9.4 60 102 70 140 10.0 72 122 4° 30" 254.65 60 120 8.4 47 80 70 130 9.6 61 104 4° 45" 241.25 60 120 8.7 49 83 70 140 9.7 62 106 5° 00" 229.18 60 130 8.9 50 85 70 140 9.9 63 108 5° 15" 218.27 60 130 9.1 51 87 80 140 10.0 63 108 5° 30" 208.35 70 140 9.3 52 89 80 150 10.0 64 109 5° 45" 199.29 70 140 9.5 53 90 6° 00" 190.99 70 150 9.6 54 91 Ampliación de la calzada y la corona, 6° 15" 183.35 70 150 9.7 54 92 6° 30" 176.29 80 160 9.8 55 93 Sobreelevación, en porcentaje 6° 45" 169.77 80 160 9.9 55 94 7° 00" 163.70 80 160 9.9 55 94 Longitud de la transición mixta, en m 7° 15" 158.06 80 160 10.0 56 95 7° 30" 152.79 80 170 10.0 56 95 Gc Rc Ac Sc Le Sc Le Sc Le Sc Le Sc Le Ac Sc Le

PROGRAMA Ampliaciones, Sobreelevaciones y Transiciones

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AAMPLIACIONES, SOBREELEVACIONES Y TRANSICIONES PARA CARRETERAS TIPO A (A4S Y A4)VELOCIDAD708090100110GcRcAcScLeAcScLeAcScLeAcScLeAcScLeA4SA4A4SA4A4SA4A4SA4A4SA4A4SA4A4SA4A4SA4A4SA4A4SA40 15"4583.680202.039670202.045760302.050860302.056950302.0621050 30"2291.8420302.0396720302.0457620402.0508620402.3569520502.7621050 45"1527.8920402.0396720402.3457630582.8508630603.4569530604.0621051 00"1145.9220502.5396730503.0457630603.6508630704.5569530705.2621051 15"916.1430503.0396730603.7457640604.5508640705.5569540806.3621051 30"763.9430603.5396730604.4457640705.3508640806.4569540907.3641091 45"684.8130604.1396740705.0457640806.1508640907.35899501008.1711212 00"572.9630704.6396740805.7457640906.7508650908.165110501008.9781332 15"509.3040805.1396740906.24576501007.35389501008.770118601109.4831412 30"458.3740805.5396750906.84576501007.95797601109.274125601209.8861472 45"416.7040806.0396750907.34779501108.460103601109.6771316012010.0881503 00"381.9750906.43967501007.74984601108.863108601209.9791353 15"352.5950906.73967501108.15288601209.2661136013010.0801363 30"327.40501007.14068601108.55492601209.6691183 45"305.58501107.54271601208.85696601309.8711204 00"286.48501107.84474601209.15899701309.9711214 15"269.93601108.14577601309.4601027014010.0721224 30"254.65601208.44780701309.6611044 45"241.25601208.74983701409.7621065 00"229.18601308.95085701409.9631085 15"218.27601309.151878014010.0631085 30"208.35701409.352898015010.0641095 45"199.29701409.553906 00"190.99701509.65491AcAmpliacin de la calzada y la corona, en cm.6 15"183.35701509.754926 30"176.29801609.85593ScSobreelevacin, en porcentaje6 45"169.77801609.955947 00"163.70801609.95594LeLongitud de la transicin mixta, en m7 15"158.068016010.056957 30"152.798017010.05695

BAMPLIACIONES, SOBREELEVACIONES Y TRANSICIONES PARA CARRETERAS TIPO BVELOCIDAD405060708090100GcRcAcScLeAcScLeAcScLeAcScLeAcScLeAcScLeAcScLe0 15"4583.68202.022202.028202.034202.039202.045202.050302.0560 30"2291.84202.022202.028202.034202.039202.045202.050302.0560 45"1527.89202.022202.028202.034202.039202.445202.850403.5561 00"1145.92202.022302.028302.034302.539303.045403.650404.6561 15"916.14302.022302.028302.334403.039403.745404.550505.6561 30"763.94302.022302.028402.834403.639404.445505.350506.5561 45"684.81302.022302.228403.234404.139505.045506.050607.3582 00"572.96302.022402.528403.634504.639505.745506.850608.1652 15"509.30302.022402.828404.034505.139506.245607.453608.7702 30"458.37402.122403.128504.434505.539606.745607.957709.3742 45"416.70402.322403.428504.734506.039607.246608.460709.6773 00"381.97402.522503.728505.134606.439607.749708.863709.9793 15"352.59402.722503.928505.434606.839608.152709.2668010.0803 30"327.40402.922504.228505.734607.140708.554709.6693 45"305.58503.122504.428606.034607.542708.856709.8714 00"286.48503.322504.728606.334607.844709.158809.9714 15"269.93503.422604.928606.634708.145709.4608010.0724 30"254.65503.622605.128606.934708.447809.6614 45"241.25503.822605.428607.134708.749809.8635 00"229.18503.922605.628707.436708.950809.9635 30"208.35604.222606.028707.837809.3529010.0646 00"190.99604.522706.328708.239809.6546 30"176.29604.822706.728808.641909.8557 00"163.70705.12707.028808.943909.9557 30"152.79705.322807.329909.1449010.0568 00"143.24705.622807.630909.4458 30"134.81805.822807.932909.6469 00"127.32806.122908.2331009.7479 30"120.62806.322908.4341009.84710 00"114.59906.5221008.6351009.94811 00"104.17906.9221009.03611010.04812 00"95.491007.3231109.33713 00"88.151007.6241109.63814 00"81.851107.9251209.83915 00"76.391108.2261209.94016 00"71.621208.52713010.04017 00"67.411208.72814010.04018 00"63.661308.92819 00"60.311309.129AcAmpliacin de la calzada y la corona, en cm.20 00"57.301409.22921 00"54.571409.430ScSobreelevacin, en porcentaje22 00"52.091509.53023 00"49.821509.631LeLongitud de la transicin, en m24 00"47.751609.73125 00"45.841609.831(Abajo de la lnea gruesa se emplearn espirales de transicin y arriba se usarn transiciones mixtas)26 00"44.071709.93227 00"42.441709.93228 00"40.9318010.03229 00"39.9119010.03230 00"38.2019010.032

CAMPLIACIONES, SOBREELEVACIONES Y TRANSICIONES PARA CARRETERAS TIPO CVELOCIDAD405060708090100GcRcAcScLeAcScLeAcScLeAcScLeAcScLeAcScLeAcScLe0 15"4583.68202.022202.028202.034202.039202.045202.050302.0560 30"2291.84202.022202.028202.034202.039202.045202.050302.0560 45"1527.89202.022202.028202.034202.039202.445202.850403.5561 00"1145.92202.022302.028302.034302.539303.045403.650404.6561 15"916.14302.022302.028302.334403.039403.745404.550505.6561 30"763.94302.022302.028402.834403.639404.445505.350506.5561 45"684.81302.022302.228403.234404.139505.045506.050607.3582 00"572.96302.022402.528403.634504.639505.745506.850608.1652 15"509.30302.022402.828404.034505.139506.245607.453608.7702 30"458.37402.122403.128504.434505.539606.745607.957709.3742 45"416.70402.322403.428504.734506.039607.246608.460709.6773 00"381.97402.522503.728505.134606.439607.749708.863709.9793 15"352.59402.722503.928505.434606.839608.152709.2668010.0803 30"327.40402.922504.228505.734607.140708.554709.6693 45"305.58503.122504.428606.034607.542708.856709.8714 00"286.48503.322504.728606.334607.844709.158809.9714 15"269.93503.422604.928606.634708.145709.4608010.0724 30"254.65503.622605.128606.934708.447809.6614 45"241.25503.822605.428607.134708.749809.8635 00"229.18503.922605.628707.436708.950809.9635 30"208.35604.222606.028707.837809.3529010.0646 00"190.99604.522706.328708.239809.6546 30"176.29604.822706.728808.641909.8557 00"163.70705.12707.028808.943909.9557 30"152.79705.322807.329909.1449010.0568 00"143.24705.622807.630909.4458 30"134.81805.822807.932909.6469 00"127.32806.122908.2331009.7479 30"120.62806.322908.4341009.84710 00"114.59906.5221008.6351009.94811 00"104.17906.9221009.03611010.04812 00"95.491007.3231109.33713 00"88.151007.6241109.63814 00"81.851107.9251209.83915 00"76.391108.2261209.94016 00"71.621208.52713010.04017 00"67.411208.72814010.04018 00"63.661308.92819 00"60.311309.129AcAmpliacin de la calzada y la corona en cm.20 00"57.301409.22921 00"54.571409.430ScSobreelevacin en porcentaje22 00"52.091509.53023 00"49.821509.631LeLongitud de la transicin mixta, en m24 00"47.751609.73125 00"45.841609.831(Debajo de la lnea gruesa se emplearn espirales de transicin y arriba se usarn transiciones mixtas)26 00"44.071709.93227 00"42.441709.93228 00"40.9318010.03229 00"39.9119010.03230 00"38.2019010.032

D y EAMPLIACIONES, SOBREELEVACIONES Y TRANSICIONES PARA CARRETERAS TIPOS D Y EVELOCIDAD3040506070GcRcAcScLeAcScLeAcScLeAcScLeAcScLe0 30"2291.84203.010203.013203.015303.019303.0221 00"1145.92203.010203.013303.016303.019303.0221 30"763.94203.010303.013303.016303.019403.0222 00"572.96203.010303.013303.016403.019403.0222 30"458.37303.010303.013403.016403.019503.0223 00"381.97303.010403.013403.016503.019504.0223 30"327.40303.010403.013403.016503.219604.7264 00"286.48303.010403.013503.016503.619605.3304 30"254.65403.010403.013503.016604.120606.0345 00"229.18403.010503.013503.016604.522706.7375 30"208.35403.010503.013503.216605.024707.3416 00"190.99403.010503.013603.516605.526708.0456 30"176.29503.010503.013603.816705.928808.7497 00"163.70503.010503.013604.116706.431809.3527 30"152.79503.010603.013704.418706.8338010.0568 00"143.24503.010603.013704.719807.3358 30"134.81503.010603.013705.020807.7379 00"127.32503.010603.013705.321808.2399 30"120.62603.010703.213705.522808.64110 00"114.59603.010703.313805.924909.14411 00"104.17603.010703.713806.5269010.04812 00"95.49603.010804.013907.12813 00"88.15703.010804.314907.63114 00"81.85703.010804.715908.23315 00"76.39703.010905.0161008.83516 00"71.62803.010905.3171009.43817 00"67.41803.010905.71811010.04018 00"63.66803.0101006.01919 00"60.31903.2101006.32020 00"57.30903.3101006.72122 00"52.091003.7101107.32324 00"47.751004.0101208.02626 00"44.071104.3101308.72828 00"40.931104.7111309.33030 00"38.201205.01214010.03232 00"35.211305.31334 00"33.701305.71436 00"31.831406.01438 00"30.161506.315AcAmpliacin de la calzada y la corona, en cm.40 00"28.651506.716En carreteras tipo E no se dar la ampliacin por curvatura a menos que se proyecten libraderos en curva horizontal42 00"27.281607.01744 00"26.041607.31846 00"24.911707.71848 00"23.871808.01950 00"22.921808.320ScSobreelevacin, en porcentaje52 00"22.041908.72154 00"21.221909.022LeLongitud de la transicin mixta, en m56 00"20.462009.32258 00"19.762009.72360 00"19.1021010.024