Transporte Tramo I
7
ADECUACIÓN Y ACTUALIZACIÓN DE LOS ESTUDIOS DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: PUENTE PAUCARTAMBO – OXAPAMPA. HOJA DE METRADOS 07.00.00 TRANSPORTE 07.01.00 TRANSPORTE DE MATERIALES GRANULARES D < = 1.00 KM 07.02.00 TRANSPORTE DE MATERIALES GRANULARES D > 1.00 KM SUB BASE (e = 0.20 m. y 0.40 m.) CANTERAS : PEÑA FLOR 2 Km. 33+529 CERRO EL RIPIO Km. 44+115 PROGRESIVA LONGITUD LONGITUD ANCHO AREA AREA S/A ESPESOR VOLUMEN VOL SUEL DIST CG A CANTERA ACCESO DIST TOTAL MOMENTO OBSERVACIONES KM KM REAL (m.) M M M2 M2 M M3 M3 KM KM KM M3 KM 0+000 1+000 1,000.00 1,000.00 7.8250 7825.00 316.70 0.200 1,628.34 2,263.39 11.800 0.3 12.100 19702.914 1+000 2+000 1,000.00 1,000.00 7.8250 7825.00 316.94 0.200 1,628.39 2,263.46 10.800 0.3 11.100 18075.107 2+000 3+000 1,000.00 980.00 7.8250 7668.50 772.45 0.200 1,688.19 2,346.58 9.800 0.3 10.100 17050.719 Badén Km. 2+518 de 20 m. 3+000 4+000 1,000.00 1,000.00 7.8250 7825.00 727.90 0.200 1,710.58 2,377.71 8.800 0.3 9.100 15566.278 4+000 5+000 1,000.00 1,000.00 7.8250 7825.00 530.14 0.200 1,671.03 2,322.73 7.800 0.3 8.100 13535.327 5+000 6+000 1,000.00 965.00 7.8250 7551.13 268.20 0.200 1,563.87 2,173.77 6.800 0.3 7.100 11103.442 Badén Km. 5+589 y 5+715 de 15 y 20 m. 6+000 7+000 1,000.00 970.00 7.8250 7590.25 407.83 0.200 1,599.62 2,223.47 5.800 0.3 6.100 9757.6576 Badén Km. 6+184 de 30 m. 7+000 8+000 1,000.00 975.00 7.8250 7629.38 882.74 0.200 1,702.42 2,366.37 4.800 0.3 5.100 8682.3573 Badén Km. 7+675 de 25 m. 8+000 9+000 1,000.00 985.00 7.8250 7707.63 595.90 0.200 1,660.71 2,308.38 3.800 0.3 4.100 6808.8905 Badén Km. 8+386 de 15 m. 9+000 10+000 1,000.00 1,000.00 7.8250 7825.00 812.07 0.200 1,727.41 2,401.11 2.800 0.3 3.100 5354.9834 10+000 11+000 1,000.00 975.00 7.8250 7629.38 318.65 0.200 1,589.61 2,209.55 1.800 0.3 2.100 3338.1705 Badén Km. 10+277 de 25 m. 11+000 12+000 1,000.00 1,000.00 7.8250 7825.00 325.34 0.200 1,630.07 2,265.79 0.800 0.3 1.100 1793.0748 12+000 13+000 1,000.00 970.00 7.8250 7590.25 226.11 0.200 1,563.27 2,172.95 1.800 0.3 2.100 3282.8712 Badén Km. 12+232 de 30 m. 13+000 14+000 1,000.00 970.00 7.8250 7590.25 591.59 0.200 1,636.37 2,274.55 2.800 0.3 3.100 5072.7408 Badén Km. 13+726 de 30 m. 14+000 15+000 1,000.00 1,000.00 7.8250 7825.00 753.42 0.200 1,715.68 2,384.80 3.800 0.3 4.100 7034.3044 15+000 16+000 1,000.00 980.00 7.8250 7668.50 740.98 0.200 1,681.90 2,337.84 4.800 0.3 5.100 8577.6696 Badén Km. 15+710 de 20 m. 16+000 17+000 1,011.04 1,011.04 7.8250 7911.39 1,085.29 0.200 1,799.34 2,501.08 5.800 0.3 6.100 10975.947 17+000 18+000 1,000.00 1,000.00 7.8250 7825.00 829.89 0.200 1,730.98 2,406.06 6.800 0.3 7.100 12289.944 18+000 19+000 1,000.00 1,000.00 7.8250 7825.00 595.43 0.200 1,684.09 2,340.88 7.800 0.3 8.100 13641.097 19+000 20+000 1,000.00 1,000.00 7.8250 7825.00 405.93 0.200 1,646.19 2,288.20 8.800 0.3 9.100 14980.293 20,011.04 19,781.04 11,503.50 33,258.03 46,228.66 206623.79 D<= 1 Km. 33,258.03 D> 1 Km. 173,365.76 Dist Media 18.69
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Transporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo ITransporte Tramo I
Transcript of Transporte Tramo I
03.01.00 SUB-BASEHOJA DE METRADOS07.00.00 TRANSPORTE07.01.00
TRANSPORTE DE MEZCLA ASFALTICA D 1.00 KMSUB BASE (e = 0.20 m. y
0.40 m.)CANTERAS :PEA FLOR 2 Km. 33+529CERRO EL RIPIO Km.
44+115PROGRESIVALONGITUDLONGITUDANCHOAREAAREA S/AESPESORVOLUMENVOL
SUELDIST CG A CANTERAACCESODIST TOTALMOMENTOOBSERVACIONESKMKMREAL
(m.)MMM2M2MM3M3KMKMKMM3
KM0+0001+0001,000.001,000.007.82507825.00316.700.2001,628.342,263.3911.8000.312.10019702.9141+0002+0001,000.001,000.007.82507825.00316.940.2001,628.392,263.4610.8000.311.10018075.10682+0003+0001,000.00980.007.82507668.50772.450.2001,688.192,346.589.8000.310.10017050.719Badn
Km. 2+518 de 20
m.3+0004+0001,000.001,000.007.82507825.00727.900.2001,710.582,377.718.8000.39.10015566.2784+0005+0001,000.001,000.007.82507825.00530.140.2001,671.032,322.737.8000.38.10013535.32685+0006+0001,000.00965.007.82507551.13268.200.2001,563.872,173.776.8000.37.10011103.4415Badn
Km. 5+589 y 5+715 de 15 y 20
m.6+0007+0001,000.00970.007.82507590.25407.830.2001,599.622,223.475.8000.36.1009757.6576Badn
Km. 6+184 de 30
m.7+0008+0001,000.00975.007.82507629.38882.740.2001,702.422,366.374.8000.35.1008682.3573Badn
Km. 7+675 de 25
m.8+0009+0001,000.00985.007.82507707.63595.900.2001,660.712,308.383.8000.34.1006808.8905Badn
Km. 8+386 de 15
m.9+00010+0001,000.001,000.007.82507825.00812.070.2001,727.412,401.112.8000.33.1005354.983410+00011+0001,000.00975.007.82507629.38318.650.2001,589.612,209.551.8000.32.1003338.1705Badn
Km. 10+277 de 25
m.11+00012+0001,000.001,000.007.82507825.00325.340.2001,630.072,265.790.8000.31.1001793.074812+00013+0001,000.00970.007.82507590.25226.110.2001,563.272,172.951.8000.32.1003282.8712Badn
Km. 12+232 de 30
m.13+00014+0001,000.00970.007.82507590.25591.590.2001,636.372,274.552.8000.33.1005072.7408Badn
Km. 13+726 de 30
m.14+00015+0001,000.001,000.007.82507825.00753.420.2001,715.682,384.803.8000.34.1007034.304415+00016+0001,000.00980.007.82507668.50740.980.2001,681.902,337.844.8000.35.1008577.6696Badn
Km. 15+710 de 20
m.16+00017+0001,011.041,011.047.82507911.391,085.290.2001,799.342,501.085.8000.36.10010975.9471617+00018+0001,000.001,000.007.82507825.00829.890.2001,730.982,406.066.8000.37.10012289.943818+00019+0001,000.001,000.007.82507825.00595.430.2001,684.092,340.887.8000.38.10013641.096619+00020+0001,000.001,000.007.82507825.00405.930.2001,646.192,288.208.8000.39.10014980.292620,011.0419,781.0411,503.5033,258.0346,228.66206623.78636TRANSPORTE
PAGADOSUB BASEd menor 1 km =d mayor 1 km =DISTANCIA MEDIA =D 1
Km.173,365.76Dist Media =18.69
&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS
DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE
LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.
a =
a =
a =
03.02.00 BASEHOJA DE METRADOS07.00.00 TRANSPORTE07.01.00
TRANSPORTE DE MATERIALES GRANULARES D < = 1.00 KM07.02.00
TRANSPORTE DE MATERIALES GRANULARES D > 1.00 KMBASE (e = 0.15 m.
y .20 m.)CANTERAPEA FLOR 1 Km.
32+695PROGRESIVALONGITUDLONGITUDANCHOAREAAREA S/AESPESORVOLUMENVOL
SUEDIST CG A CANTERAACCESODIST TOTALMOMENTOOBSERVACIONESKMKMREAL
(M.)MMM2M2MM3M3KMKMKMM3
KM0+0001+0001,000.001,000.007.307,300.00316.700.151,142.511,588.0811.80.312.113,824.311+0002+0001,000.001,000.007.307,300.00316.940.151,142.541,588.1310.80.311.112,682.212+0003+0001,000.00980.007.307,154.00772.450.151,188.971,652.669.80.310.112,008.57Badn
Km. 2+518 de 20
m.3+0004+0001,000.001,000.007.307,300.00727.900.151,204.191,673.828.80.39.110,958.084+0005+0001,000.001,000.007.307,300.00530.140.151,174.521,632.587.80.38.19,513.625+0006+0001,000.00965.007.307,044.50268.200.151,096.911,524.706.80.37.17,788.03Badn
Km. 5+589 y 5+715 de 15 y 20
m.6+0007+0001,000.00970.007.307,081.00407.830.151,123.321,561.425.80.36.16,852.28Badn
Km. 6+184 de 30
m.7+0008+0001,000.00975.007.307,117.50882.740.151,200.041,668.054.80.35.16,120.18Badn
Km. 7+675 de 25
m.8+0009+0001,000.00985.007.307,190.50595.900.151,167.961,623.463.80.34.14,788.64Badn
Km. 8+386 de 15
m.9+00010+0001,000.001,000.007.307,300.00812.070.151,216.811,691.372.80.33.13,772.1110+00011+0001,000.00975.007.307,117.50318.650.151,115.421,550.441.80.32.12,342.39Badn
Km. 10+277 de 25
m.11+00012+0001,000.001,000.007.307,300.00325.340.151,143.801,589.880.80.31.11,258.1812+00013+0001,000.00970.007.307,081.00226.110.151,096.071,523.531.80.32.12,301.74Badn
Km. 12+232 de 30
m.13+00014+0001,000.00970.007.307,081.00591.590.151,150.891,599.742.80.33.13,567.75Badn
Km. 13+726 de 30
m.14+00015+0001,000.001,000.007.307,300.00753.420.151,208.011,679.143.80.34.14,952.8515+00016+0001,000.00980.007.307,154.00740.980.151,184.251,646.104.80.35.16,039.66Badn
Km. 15+710 de 20
m.16+00017+0001,011.041,011.047.307,380.591,085.290.151,269.881,765.145.80.36.17,746.2817+00018+0001,000.001,000.007.307,300.00829.890.151,219.481,695.086.80.37.18,658.3318+00019+0001,000.001,000.007.307,300.00595.430.151,184.311,646.209.80.310.111,961.5819+00020+0001,000.001,000.007.307,300.00405.930.151,155.891,606.6910.80.311.112,830.3720+00021+0001,000.00982.757.307,174.08980.830.151,223.241,700.3011.80.312.114,801.15Badn
Km. 20+785 de 20 m.21,011.0420,763.7924,609.0034,206.51164,768.32D
1 Km.140,159.32Dist Media =12.99
&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS
DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE
LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.
a =
a =
Tratamiento Sup. Bi. C.HOJA DE METRADOS07.00.00
TRANSPORTE07.01.00 TRANSPORTE DE MATERIALES GRANULARES D < = 1
KM.07.01.00 TRANSPORTE DE MATERIALES GRANULARES D > 1
KM.TRATAMIENTO SUPERFICIAL BI CAPACANTERA:SANTA CLARA Km.
44.115PROGRESIVALONGITUDLONGITUDANCHOAREASOBREANCHOTOTALVOLUMENVOL
SUELDIST CG A CANTERAACCESODIST TOTALMOMENTOOBSERVACINKMKMREAL
(M)MMM2M2M2M3M3KMKMKMM3
KM0+0001+0001,000.001,000.007.03757037.50316.707354.20235.33327.1100.1450.8716638.695115841+0002+0001,000.001,000.007.03757037.50316.947354.44235.34327.1310.1449.8716312.1126186882+0003+0001,000.00980.007.03756896.75772.457669.20245.41341.1320.1448.8716669.12277184Badn
Km. 2+518 de 20
m.3+0004+0001,000.001,000.007.03757037.50727.907765.40248.49345.4030.1447.8716532.809942084+0005+0001,000.001,000.007.03757037.50530.147567.64242.16336.6140.1446.8715775.1633137285+0006+0001,000.00965.007.03756791.19268.207059.39225.90314.0050.1445.8714401.68136594Badn
Km. 5+589 y 5+715 de 15 y 20
m.6+0007+0001,000.00970.007.03756826.38407.837234.21231.49321.7860.1444.8714436.544773816Badn
Km. 6+184 de 30
m.7+0008+0001,000.00975.007.03756861.56882.747744.30247.82344.4770.1443.8715110.026321148Badn
Km. 7+675 de 25
m.8+0009+0001,000.00985.007.03756931.94595.907527.84240.89334.8480.1442.8714352.83995738Badn
Km. 8+386 de 15
m.9+00010+0001,000.001,000.007.03757037.50812.077849.57251.19349.1590.1441.8714617.11759326410+00011+0001,000.00975.007.03756861.56318.657180.21229.77319.38100.1440.8713051.29419198Badn
Km. 10+277 de 25
m.11+00012+0001,000.001,000.007.03757037.50325.347362.84235.61327.50110.1439.8713055.75254636812+00013+0001,000.00970.007.03756826.38226.117052.49225.68313.69120.1438.8712191.738017272Badn
Km. 12+232 de 30
m.13+00014+0001,000.00970.007.03756826.38591.597417.97237.37329.95130.1437.8712493.597765368Badn
Km. 13+726 de 30
m.14+00015+0001,000.001,000.007.03757037.50753.427790.92249.31346.54140.1436.8712775.20158278415+00016+0001,000.00980.007.03756896.75740.987637.73244.41339.73150.1435.8712184.281253296Badn
Km. 15+710 de 20
m.16+00017+0001,011.041,011.047.03757115.191,085.298200.48262.42364.76160.1434.8712717.271224876817+00018+0001,000.001,000.007.03757037.50829.897867.39251.76349.94170.1433.8711850.76914132818+00019+0001,000.001,000.007.03757037.50595.437632.93244.25339.51180.1432.8711158.08575313619+00020+0001,000.001,000.007.03757037.50405.937443.43238.19331.08190.1431.8710549.98421633644,188.3243,598.92331,502.7710,608.0914,745.24429,837.67D
1 Km.415,078.60Dist Media =29.15
&C&8ADECUACIN Y ACTUALIZACIN DE LOS ESTUDIOS
DEFINITIVOS DE INGENIERIA PARA LA REHABILITACIN Y MEJORAMIENTO DE
LA CARRETERA: PUENTE PAUCARTAMBO OXAPAMPA.
sumatoriaSUB BASEBASETRATAMIENTOVOL TOTALD 1
Km.2,218,885.20941,874.41415,078.603,575,838.20
