21
TPD(dia) 1350 i 3 AUTOS 675 AÑO BUSES C-2 BUSES 135 1 135 216 CAMIONES 540 2 139.05 222.48 3 143.2215 229.1544 4 147.518145 236.029032 5 151.943689 243.109903 6 156.502 250.4032 7 161.19706 257.915296 8 166.032972 265.652755 9 171.013961 273.622338 10 176.14438 281.831008 11 181.428711 290.285938 12 186.871573 298.994516 13 192.47772 307.964352 14 198.252051 317.203282 15 204.199613 326.719381 16 210.325601 336.520962 17 216.635369 346.616591 18 223.13443 357.015089 19 229.828463 367.725541 20 236.723317 378.757307 total vehiculo via dia3627.50056 5804.00089 otal vehiculo carril di 1813.75028 2902.00044 otal vehiculo carril añ 662018.851 1059230.16

Pca

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DISEÑO DE PAVIMENTOS PCA

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EJEMPLO CLASEaotazanee/aoi0.0311.04768695TPD(dia)1350nee/dia21.04799442.8i3CAMIONES76869531.04831420.512CAMIONESEJES TADEMEJES TRIPLE41.04864677.33248AUTOS675AOBUSESC-2C-3C-5C-6AOTPD(vias)/diaTPD(carril)-diaBUSESC-2C-3,C-5,C-6C-651.04899264.4257792BUSES1351135216108541081130548548.577.6116.438.861.04935235.002810368CAMIONES5402139.05222.48111.2455.62111.242499.5549.95579.928119.89239.96471.04972644.4029227833143.2215229.1544114.577257.2886114.57723514.536551.4536582.32584123.4887641.1629281.041011550.179039694147.518145236.029032118.01451659.007258118.0145164529.97259552.997259584.7956152127.193422842.397807691.041052012.186201285151.94368935243.10990296121.5549514860.77747574121.554951485545.8717728554.58717728587.339483656131.00922548443.669741828101.041094092.673649336156.5020000305250.4032000488125.201600024462.6008000122125.20160002446562.247926035556.224792603689.9596681657134.939502248544.9798340828111.041137856.380595317161.1970600314257.9152960503128.957648025164.4788240126128.95764802517579.115363816657.911536381792.6584582107138.98768731646.3292291053121.041183370.635819128166.0329718324265.6527549318132.826377465966.4131887329132.82637746598596.488824731159.648882473195.438211957143.157317935547.7191059785131.041230705.461251889171.0139609873273.6223375797136.811168789968.4055843949136.81116878999614.38348947361.438348947398.3013583157147.452037473549.1506791578141.041279933.6797019610176.1443798169281.8310077071140.915503853670.4577519268140.915503853610632.814994157263.2814994157101.2503990651151.875598597750.6251995326151.041331131.0268900411181.4287112115290.2859379383145.142968969272.5714844846145.142968969211651.799443981965.1799443982104.2879110371156.431866555752.1439555186pongo todo15392031.69914112186.8715725478298.9945160765149.497258038274.7486290191149.497258038212671.353427301467.1353427301107.4165483682161.124822552353.70827418417696015.84957048de diseo13192.4777197242307.9643515588153.982175779476.9910878897153.982175779413691.494030120469.149403012110.6390448193165.958567228955.319522409614198.252051316317.2032821055158.601641052879.3008205264158.601641052814712.23885102471.2238851024113.9582161638170.937324245856.979108081915204.1996128554326.7193805687163.359690284481.6798451422163.359690284415733.606016554773.3606016555117.3769626488176.065443973158.688481324416210.3256012411336.5209619858168.260480992984.1302404964168.260480992916755.614197051475.5614197051120.8982715282181.347407292360.449135764117216.6353692783346.6165908453173.308295422786.6541477113173.308295422717778.282622962977.8282622963124.5252196741186.787829511162.26260983718223.1344303567357.0150885707178.507544285389.2537721427178.507544285318801.631101651880.1631101652128.2609762643192.391464396464.130488132119229.8284632674367.7255412278183.862770613991.931385307183.862770613919825.680034701482.5680034701132.1088055522198.163208328366.054402776120236.7233171654378.7573074647189.378653732394.6893268662189.378653732320850.450435742485.0450435742136.0720697188204.108104578268.0360348594Total vehiculos-dia1303.21316271562085.14106034493127.71159051731042.5705301724total vehiculo via dia3627.50055601245804.00088961982902.00044480991451.00022240492902.0004448099Total vehiculos-ao475672.804391177761076.4870258831141614.73053882380538.243512941total vehiculo carril dia1813.75027800622902.00044480991451.0002224049725.50011120251451.0002224049total vehiculo carril ao662018.8514722561059230.16235561529615.081177805264807.540588902529615.081177805ejes simplesN0 repeticiones esperadasejes tandemN0 repeticiones esperadasejes tripleN0 repeticiones esperadas12-13 ton114161.47305388220-22 ton171242.20958082420-22 ton57080.736526941211-12 ton114161.47305388218-20 ton171242.20958082418-20 ton57080.736526941210-11 ton228322.94610776516-18 ton342484.41916164716-18 ton114161.4730538829-10 ton304430.59481035314-16 ton114161.47305388214-16 ton38053.8243512941

EJES SENCILLOEJES TNDEMEJES TRIPLECARGACARGA*F.SN0 repeticiones esperadasFATIGAEROSIONCARGACARGA*F.SN0 repeticiones esperadasFATIGAEROSIONCARGACARGA*F.SN0 repeticiones esperadasFATIGAEROSIONN0 repeticiones admisible% de consumo por fatigaN0 repeticiones admisible% de dao por erosionN0 repeticiones admisible% de consumo por fatigaN0 repeticiones admisible% de dao por erosionN0 repeticiones admisible% de fatigaN0 repeticiones admisible% de daoF.S1.112.513.75114161.4730538821.50E+067.68.00E+061.432123.1171242.20958082411.512.65114161.473053882INF01.50E+070.761920.9171242.20958082410.511.55228322.946107765INF03.50E+070.651718.7342484.4191616479.510.45304430.594810353INF05.50E+070.551516.5114161.473053882

SUMA(%)8E+003.39

Hoja2CAMIONES%DECIMALESPESOR Y K HALLAMOS ESFUERZO EQUIVALENTEC-2 PEQ00TPD VIA2000C-2 GRA400.4SENCILLOTABLA 7-23JOYATPD CARRIL1000C-3200.2-EQUIVALENTE =1TABLA-EQUIVALENTE =2001.378INTERES I5C-400FS =1.1C-5400.4RELACION DE ESFUERZOSHALLARK SR-SB=51.55Mpa/m190.0PCIC-600FATIGAEROSIONMROTURA4.5MpaSUMA1001FACTOR DE FATICA=0.2220.306FACTOR DE EROSION =2.6Espeso250mmFATIGAEROSIONTANDEMTRIDEMEJE SENCILLOCARGA PROMEDIOCARGA*FSCARGA KN% CARGANo ESPERADASNo. Admisible% CONSUMONo. Admisible% CONSUMOAOSBUSESC-2 GRANDEC-3,C-4,C-5,C-6C-612--13 ton1314.314310482,762.93INFINITOERROR:#VALUE!7,000,000.006.90COMPOSICION1.00.00400.001,000.000.0011--12 ton1213.213210482,762.93INFINITOERROR:#VALUE!12,000,000.004.02TIPO VE.% VE.CANT. DE VE.2.00.00420.001,050.000.0010--11 ton1112.112120965,525.86INFINITOERROR:#VALUE!25,000,000.003.86BUSES003.00.00441.001,102.500.009--10 ton101111020965,525.86INFINITOERROR:#VALUE!40,000,000.002.41CAMIONES10010004.00.00463.051,157.630.008-9 TON99.99910482,762.93INFINITOERROR:#VALUE!AUTOS005.00.00486.201,215.510.0088.888301448288.78970651INFINITOERROR:#VALUE!TOTAL10006.00.00510.511,276.280.0000GRAFICA17.207.00.00536.041,340.100.00EJES8.00.00562.841,407.100.00VEH.SENCILLOTANDEMTRIDEM9.00.00590.981,477.460.00C-2 PEQUEO10010.00.00620.531,551.330.00C-2 GRANDE10011.00.00651.561,628.890.00TANDEMTABLA 7-24JOYAC-311012.00.00684.141,710.340.00-EQUIVALENTE =1.28TABLA-EQUIVALENTE =1831.26087C-402013.00.00718.341,795.860.0050.53C-512014.00.00754.261,885.650.00RELACION DE ESFUERZOSC-611115.00.00791.971,979.930.00FATIGAEROSION16.00.00831.572,078.930.00FACTOR DE FATICA=0.2840.280FACTOR DE EROSION =2.7817.00.00873.152,182.870.0018.00.00916.812,292.020.00FATIGAEROSION19.00.00962.652,406.620.00EJE TANDEMCARGA PROMEDIOCARGA*FSCARGA KIPS% CARGANo ESPERADASNo. Admisible% CONSUMONo. Admisible% CONSUMO20.00.001,010.782,526.950.00TOTAL VEH. DIA CARRIL0.0013,226.3833,065.950.0024--26 ton2325.3253101,206,907.32INFINITOERROR:#VALUE!7,000,000.0017.24TOTAL VEH. AO CARRIL0.004,827,629.3012,069,073.250.0022--24 ton2123.1231101,206,907.32INFINITOERROR:#VALUE!15,000,000.008.05TANDEMTRIDEM20--22 ton1920.9209202,413,814.65INFINITOERROR:#VALUE!30,000,000.008.05BUSESC-2 GRANDEC-3,C-4,C-5,C-6C-618--20 ton1718.7187202,413,814.65INFINITOERROR:#VALUE!16-18 TON1516.5165101,206,907.32INFINITOERROR:#VALUE!GRAFICA33.33

Hoja3CAMIONES%ESPESOR Y K HALLAMOS ESFUERZO EQUIVALENTEC-2 PEQ0%TPD VIA2000C-2 GRA40%SENCILLOTABLA 7-23JOYATPD CARRIL1000C-320%-EQUIVALENTE =TABLA-EQUIVALENTE =0INTERES I5%C-40%FS =1.1C-540%RELACION DE ESFUERZOSHALLARK SR-SB=51.55Mpa/m190.0PCIC-60%FATIGAEROSIONMROTURA4.5MpaSUMA100%FACTOR DE FATICA=FACTOR DE EROSION =Espesor250mmFATIGAEROSIONTANDEMTRIDEMEJE SENCILLOCARGA PROMEDIOCARGA*FSCARGA Kn% CARGANo ESPERADASNo. Admisible% CONSUMONo. Admisible% CONSUMOAOSBUSESC-2 GRANDEC-3,C-4,C-5,C-6C-61314.314310482,762.93COMPOSICION1.00.00400.001,000.000.0012--13 ton1213.213210TIPO VE.% VEHICULOCANT. DE VE.2.00.00420.001,050.000.0011--12 ton1112.112120BUSES0%03.00.00441.001,102.500.0010--11 ton101111020CAMIONES100%10004.00.00463.051,157.630.009--10 ton99.99910AUTOS0%05.00.00486.201,215.510.008-9 TON88.88830TOTAL10006.00.00510.511,276.280.00GRAFICA7.00.00536.041,340.100.00EJES8.00.00562.841,407.100.00VEH.SENCILLOTANDEMTRIDEM9.00.00590.981,477.460.00C-2 PEQUEO10010.00.00620.531,551.330.00C-2 GRANDE10011.00.00651.561,628.890.00TANDEMTABLA 7-24JOYAC-311012.00.00684.141,710.340.00-EQUIVALENTE =TABLA-EQUIVALENTE =C-402013.00.00718.341,795.860.00C-512014.00.00754.261,885.650.00RELACION DE ESFUERZOSC-611115.00.00791.971,979.930.00FATIGAEROSION16.00.00831.572,078.930.00FACTOR DE FATICA=FACTOR DE EROSION =2.7817.00.00873.152,182.870.0018.00.00916.812,292.020.00FATIGAEROSION19.00.00962.652,406.620.00EJE TANDEMCARGA PROMEDIOCARGA*FSCARGA KIPS% CARGANo ESPERADASNo. Admisible% CONSUMONo. Admisible% CONSUMO20.00.001,010.782,526.950.00TOTAL VEH. DIA CARRIL0.0013,226.3833,065.950.0024--26 tonTOTAL VEH. AO CARRIL0.004,827,629.3012,069,073.250.0022--24 tonTANDEMTRIDEM20--22 tonBUSESC-2 GRANDEC-3,C-4,C-5,C-6C-618--20 ton16-18 TONGRAFICA