<div id="pf1" class="pf w0 h0" data-page-no="1"><div class="pc pc1 w0 h0"><img class="bi x0 y0 w0 h1" alt="" src="https://files.passeidireto.com/90e1a8be-c468-4db0-965c-8d3ce7a3e027/bg1.png"><div class="t m0 x1 h2 y1 ff1 fs0 fc0 sc0 ls0">DNIT</div><div class="t m0 x2 h3 y2 ff2 fs1 fc0 sc0 ls0 ws0">MINISTÉRIO DOS TRANSPORTES</div><div class="t m0 x3 h3 y3 ff2 fs1 fc0 sc0 ls0 ws0">DEP<span class="_0 blank"></span>ART<span class="_0 blank"></span>AMENTO NACIONAL<span class="_1 blank"> </span>DE INFRA-ESTRUTURA<span class="_1 blank"> </span>DE TRANSPORTES</div><div class="t m0 x4 h3 y4 ff2 fs1 fc0 sc0 ls0 ws0">DIRETORIA<span class="_1 blank"> </span>DE PLANEJAMENT<span class="_2 blank"></span>O E PESQUISA</div><div class="t m0 x5 h3 y5 ff2 fs1 fc0 sc0 ls0 ws0">COORDENAÇÃO-GERAL DE ESTUDOS E PESQUISA</div><div class="t m0 x6 h3 y6 ff2 fs1 fc0 sc0 ls0 ws0">INSTITUTO DE PESQUISAS RODOVIÁRIAS</div><div class="t m0 x7 h4 y7 ff2 fs2 fc1 sc0 ls0 ws0">MANUAL<span class="_3 blank"> </span>DE ESTUDOS DE TRÁFEGO</div><div class="t m0 x8 h4 y8 ff2 fs2 fc1 sc0 ls0">2006</div><div class="t m0 x9 h5 y9 ff2 fs3 fc1 sc0 ls0 ws0">Publicação IPR - 723</div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf2" class="pf w0 h0" data-page-no="2"><div class="pc pc2 w0 h0"><div class="t m0 xa h6 ya ff3 fs4 fc2 sc0 ls0 ws0"> </div><div class="t m0 xa h7 yb ff3 fs5 fc2 sc0 ls0 ws0"> </div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf3" class="pf w0 h0" data-page-no="3"><div class="pc pc3 w0 h0"><div class="t m0 xb h8 yc ff4 fs6 fc2 sc0 ls1 ws1">MANUAL DE </div><div class="t m0 xc h8 yd ff4 fs6 fc2 sc0 ls2 ws2">ESTUDOS DE TRÁFEGO </div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf4" class="pf w0 h0" data-page-no="4"><div class="pc pc4 w0 h0"><img fetchpriority="low" loading="lazy" class="bi xd ye w1 h9" alt="" src="https://files.passeidireto.com/90e1a8be-c468-4db0-965c-8d3ce7a3e027/bg4.png"><div class="t m0 xa ha yf ff4 fs7 fc2 sc0 ls10 ws3">EQUIPE TÉCNICA: </div><div class="t m0 xa ha y10 ff4 fs7 fc2 sc0 ls3 ws4">Engesur Consultoria e Estudo<span class="_2 blank"></span>s Técnicos Ltda </div><div class="t m0 xa hb y11 ff5 fs8 fc2 sc0 ls5 ws5">Engº Albino Pereira Martins </div><div class="t m0 xe hb y12 ff5 fs8 fc2 sc0 ls4 ws6">(Responsável Técnico) </div><div class="t m0 xa hb y13 ff5 fs8 fc2 sc0 ls5 ws5">Engº Francisco Robalinho de Barros </div><div class="t m0 xe hb y14 ff5 fs8 fc2 sc0 ls4 ws6">(Responsável Técnico) </div><div class="t m0 xa hb y15 ff5 fs8 fc2 sc0 ls6 ws7">Eng° <span class="_4 blank"> </span>José Luis Mattos de Britto Pereira </div><div class="t m0 xe hb y16 ff5 fs8 fc2 sc0 ls11 ws0">(Coordenador) </div><div class="t m0 xa hb y17 ff5 fs8 fc2 sc0 ls7 ws0">Eng° <span class="_4 blank"> </span>Zomar Antonio Trinta </div><div class="t m0 xe hb y18 ff5 fs8 fc2 sc0 lsd ws0">(Supervisor) </div><div class="t m0 xa hb y19 ff5 fs8 fc2 sc0 ls8 ws8">Eng° <span class="_4 blank"> </span>Amarílio Carvalho de Oliveira </div><div class="t m0 xe hb y1a ff5 fs8 fc2 sc0 ls12 ws0">(Consultor) </div><div class="t m0 xf hb y1b ff5 fs8 fc2 sc0 ls5 ws5">Engº Annibal Espinol<span class="ls7 ws0">a Rodrigues Coelho </span></div><div class="t m0 x10 hb y1c ff5 fs8 fc2 sc0 ls12 ws0">(Consultor) </div><div class="t m0 xf hb y1d ff5 fs8 fc2 sc0 ls9 ws9">Téc° <span class="_1 blank"> </span>Alexandre Martins Ramos </div><div class="t m0 x10 hb y1e ff5 fs8 fc2 sc0 ls6 ws7">(Técnico em Informática) </div><div class="t m0 xf hb y1f ff5 fs8 fc2 sc0 ls5 ws5">Técª <span class="_1 blank"> </span>Célia de Lima Moraes Rosa </div><div class="t m0 x10 hb y20 ff5 fs8 fc2 sc0 ls6 ws7">(Técnica em Informática) </div><div class="t m0 xf hb y21 ff5 fs8 fc2 sc0 ls9 ws9">Téc° <span class="_1 blank"> </span>Felipe de Oliveira Martins </div><div class="t m0 x10 hb y22 ff5 fs8 fc2 sc0 ls6 ws7">(Técnico em Informática) </div><div class="t m0 xa ha y23 ff4 fs7 fc2 sc0 ls0 ws0"> </div><div class="t m0 xa ha y24 ff4 fs7 fc2 sc0 ls13 wsa">COMISSÃO DE SUPERVISÃO: </div><div class="t m0 xa hb y25 ff5 fs8 fc2 sc0 ls6 ws7">Eng° <span class="_4 blank"> </span>Gabriel de Lucena Stuckert </div><div class="t m0 xe hb y26 ff5 fs8 fc2 sc0 ls0 wsb">(DNIT / DPP / IPR) </div><div class="t m0 xa hb y27 ff5 fs8 fc2 sc0 ls5 ws5">Eng° <span class="_4 blank"> </span>Mirandir Dias da Silva </div><div class="t m0 xe hb y28 ff5 fs8 fc2 sc0 ls0 wsb">(DNIT / DPP / IPR) </div><div class="t m0 xf hb y29 ff5 fs8 fc2 sc0 ls4 ws6">Eng° <span class="_4 blank"> </span>José Carlos Martins Barbosa </div><div class="t m0 x10 hb y2a ff5 fs8 fc2 sc0 ls0 wsb">(DNIT / DPP / IPR) </div><div class="t m0 xf hb y2b ff5 fs8 fc2 sc0 lsa wsc">Eng° <span class="_4 blank"> </span>Elias Salomão Nigri </div><div class="t m0 x10 hb y2c ff5 fs8 fc2 sc0 ls0 wsb">(DNIT / DPP / IPR) </div><div class="t m0 xf hc y2d ff5 fs7 fc2 sc0 ls0 ws0"> </div><div class="t m0 xa ha y2e ff4 fs7 fc2 sc0 lsb wsd">COLABORADO<span class="_2 blank"></span>RES TÉCNCICOS </div><div class="t m0 xa hb y2f ff5 fs8 fc2 sc0 ls5 ws5">Engº Antônio Máximo da Silva Filho </div><div class="t m0 x11 hb y30 ff5 fs8 fc2 sc0 lsc wse">(Superintendência Regional / MA / DNIT) </div><div class="t m0 xa hb y31 ff5 fs8 fc2 sc0 ls4 ws6">Engº MSc Eduardo de Souza Costa </div><div class="t m0 x11 hb y32 ff5 fs8 fc2 sc0 lsd wsf">(Coordenador de Projetos / DPP / DNIT) </div><div class="t m0 xa hb y33 ff5 fs8 fc2 sc0 ls8 ws8">Engº Diego de Almeida Pereira </div><div class="t m0 x11 hb y34 ff5 fs8 fc2 sc0 lsd wsf">(Coordenador de Projetos / DPP / DNIT) </div><div class="t m0 xa hb y35 ff5 fs8 fc2 sc0 ls0 ws0"> </div><div class="t m0 xa h6 y36 ff5 fs4 fc2 sc0 ls0 ws0"> </div><div class="t m0 xa h6 y37 ff5 fs4 fc2 sc0 ls14 ws10">Impresso no Brasil / Printed in Brazil </div><div class="t m0 x12 hc y38 ff5 fs7 fc2 sc0 ls15 ws11"> Brasil. Departamento Nacional de Infra-Estrutura de </div><div class="t m0 x12 hc y39 ff5 fs7 fc2 sc0 ls16 ws12"> Transporte<span class="_5 blank"> </span><span class="lse ws13">s. Diretoria de Planejame<span class="_2 blank"></span>nto e Pesquisa. </span></div><div class="t m0 x12 hc y3a ff5 fs7 fc2 sc0 ls0 ws14"> <span class="_5 blank"> </span> Coordenação Geral de Estudos e Pesquisa. </div><div class="t m0 x12 hc y3b ff5 fs7 fc2 sc0 ls15 ws11"> <span class="_5 blank"> </span> Instituto de Pesquisas Rodoviárias. </div><div class="t m0 x12 hc y3c ff5 fs7 fc2 sc0 ls17 ws0"> </div><div class="t m0 x12 hc y3d ff5 fs7 fc2 sc0 lsf ws15"> Manual de estudos de tráfego. - Rio de Janeiro, 2006. </div><div class="t m0 x12 hc y3e ff5 fs7 fc2 sc0 ls18 ws16"> 384 p. (IPR. Publ., 723). </div><div class="t m0 x12 hc y3f ff5 fs7 fc2 sc0 ls0 ws0"> </div><div class="t m0 x12 ha y40 ff5 fs7 fc2 sc0 ls19 ws17"> 1. Engenharia de tráfego \u2013 Manuais. I. Série. II. Título.<span class="ff4 ls0 ws0"> </span></div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf5" class="pf w0 h0" data-page-no="5"><div class="pc pc5 w0 h0"><div class="t m0 x13 hd y41 ff4 fs4 fc2 sc0 ls1a ws18">MINISTÉRIO DOS TRANSPORTES </div><div class="t m0 x7 hd y42 ff4 fs4 fc2 sc0 ls14 ws19">DEPARTAMENTO NACIONAL DE IN<span class="ls1b ws1a">FRA-ESTRUTURA DE TRANSPORTES </span></div><div class="t m0 x14 hd y43 ff4 fs4 fc2 sc0 ls1c ws1b">DIRETORIA DE PLANEJAMENTO E PESQUISA </div><div class="t m0 x15 hd y44 ff4 fs4 fc2 sc0 ls1c ws1b">COORDENAÇÃO GERAL DE ESTUDOS E PESQUISA </div><div class="t m0 x4 hd y45 ff4 fs4 fc2 sc0 ls1d ws1c">INSTITUTO DE PESQUISAS RODOVIÁRIAS </div><div class="t m0 x16 h6 y46 ff5 fs4 fc2 sc0 ls0 ws0"> </div><div class="t m0 x17 he y47 ff4 fs9 fc2 sc0 ls1e ws1d">MANUAL DE </div><div class="t m0 x18 he y48 ff4 fs9 fc2 sc0 ls1f ws1e">ESTUDOS DE TRÁFEGO </div><div class="t m0 x19 h6 y49 ff5 fs4 fc2 sc0 ls0 ws0"> </div><div class="t m0 x1a h6 y4a ff5 fs4 fc2 sc0 ls20 ws1f">Rio de Janeiro </div><div class="t m0 x1b h6 y4b ff5 fs4 fc2 sc0 ls21 ws0">2006 </div><div class="t m0 x19 h6 y4c ff5 fs4 fc2 sc0 ls0 ws0"> </div><div class="t m0 x1c hf y4d ff5 fsa fc2 sc0 ls22 ws20">Publicação IPR - 723</div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf6" class="pf w0 h0" data-page-no="6"><div class="pc pc6 w0 h0"><div class="t m0 xa h10 y4e ff6 fs8 fc2 sc0 ls23 ws21">MINISTÉRIO DOS TRANSPORTES </div><div class="t m0 xa h10 y4f ff6 fs8 fc2 sc0 ls9 ws9">DEPARTAMENTO NACIONAL DE INFRA-ESTRUTURA DE TRANSPORTES </div><div class="t m0 xa h10 y50 ff6 fs8 fc2 sc0 ls24 ws22">DIRETORIA DE PLANEJAMENTO E PESQUISA </div><div class="t m0 xa h10 y51 ff6 fs8 fc2 sc0 ls25 ws23">COORDENAÇÃO GERAL DE ESTUDOS E PESQUISA </div><div class="t m0 xa h10 y52 ff6 fs8 fc2 sc0 ls26 ws24">INSTITUTO DE PESQUISAS RODOVIÁRIAS </div><div class="t m0 xa h10 y53 ff6 fs8 fc2 sc0 ls27 ws25">Rodovia Presidente Dutra, Km 163, Vigário Geral </div><div class="t m0 xa h10 y54 ff6 fs8 fc2 sc0 lsc ws26">Rio de Janeiro, 21240-000, RJ </div><div class="t m0 xa h10 y55 ff6 fs8 fc2 sc0 ls29 ws27">Tel/Fax.: (21) 3371-5888 </div><div class="t m0 xa h10 y56 ff6 fs8 fc2 sc0 ls27 ws25"> E-mail.: ipr@dnit.gov.br </div><div class="t m0 xa h10 y57 ff6 fs8 fc2 sc0 lsc ws26">TÍTULO: <span class="_6 blank"> </span>MANUAL DE ESTUDOS DE TRÁFEGO </div><div class="t m0 xa h10 y58 ff6 fs8 fc2 sc0 ls0 wsb">Contrato: DNIT / Engesur PG \u2013 15<span class="_5 blank"> </span>7/2001-00 </div><div class="t m0 xa h10 y59 ff6 fs8 fc2 sc0 ls28 ws28">Aprovado pela Diretoria Colegiada do DNIT em 15/<span class="_5 blank"> </span>08/2006. </div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf7" class="pf w0 h0" data-page-no="7"><div class="pc pc7 w0 h0"><div class="t m0 xa hd y41 ff4 fs4 fc2 sc0 ls20 ws0">APRESENTAÇÃO </div><div class="t m0 xa h6 y5a ff5 fs4 fc2 sc0 ls2a ws29">O Instituto de Pesquisas Rodoviárias (IPR), <span class="ls1d ws2a">do Departamento Nacional <span class="ls2b ws2b">de Infra-Estrutura </span></span></div><div class="t m0 xa h6 y5b ff5 fs4 fc2 sc0 ls2c ws2c">de Transportes (DNIT), dando pr<span class="ls2d ws2d">osseguimento ao Programa de <span class="ls1d ws2e">Revisão e Atualizaç<span class="_5 blank"> </span>ão de </span></span></div><div class="t m0 xa h6 y5c ff5 fs4 fc2 sc0 ls2d ws2f">Normas e Manuais Técnicos, vem oferecer à <span class="ls1c ws30">comunidade rodoviária brasileira o seu novo </span></div><div class="t m0 xa h6 y5d ff5 fs4 fc2 sc0 ls1d ws31">\u201cManual de Estudos de Tráfego\u201d, que reúne as informações gerais necessárias para </div><div class="t m0 xa h6 y5e ff5 fs4 fc2 sc0 ls1c ws1b">determinação dos dados de tráfego que são <span class="ls2c ws32">utilizados em projet<span class="ls2e ws33">os rodoviários. </span></span></div><div class="t m0 xa h6 y5f ff5 fs4 fc2 sc0 ls0 ws34">Os elementos apresentados cobrem, atualiz<span class="ls2d ws35">am e complementam os que constam do </span></div><div class="t m0 xa h6 y60 ff7 fs4 fc2 sc0 ls2f ws36">Manual de Projeto de E<span class="ls2a ws37">ngenharia Rodoviária \u2013 <span class="ls14 ws38">Estudos de Trânsito<span class="ff5 ls1d ws39">, feito pelo Instituto de </span></span></span></div><div class="t m0 xa h6 y61 ff5 fs4 fc2 sc0 ls1a ws3a">Pesquisas Rodoviárias \u2013 IPR/DNER há <span class="ls2e ws3b">mais de três décadas, em 1974. Com base na </span></div><div class="t m0 xa h6 y62 ff5 fs4 fc2 sc0 ls1d ws3c">experiência dos consultores na execução de <span class="_5 blank"> </span><span class="ws3d">estudos de tráfego para <span class="ls30 ws3e">órgãos rodoviários, </span></span></div><div class="t m0 xa h6 y63 ff5 fs4 fc2 sc0 ls14 ws3f">procedeu-se à padronização dos valores e cr<span class="ls20 ws40">itérios ora estabelecidos,<span class="_5 blank"> </span> consultando </span></div><div class="t m0 xa h6 y64 ff5 fs4 fc2 sc0 ls2d ws41">publicações nacionais e estrangeiras, especia<span class="ls1c ws42">lmente as da Companhi</span></div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf8" class="pf w0 h0" data-page-no="8"><div class="pc pc8 w0 h0"><img fetchpriority="low" loading="lazy" class="bi x1d y65 w2 h11" alt="" src="https://files.passeidireto.com/90e1a8be-c468-4db0-965c-8d3ce7a3e027/bg8.png"><div class="t m0 xa h6 y66 ff5 fs4 fc2 sc0 ls0 ws0"> </div><div class="t m0 x1e h12 y67 ff7 fs7 fc2 sc0 ls19 ws0">MT/DNIT/DPP/IPR </div><div class="t m0 xa h6 y68 ff5 fs4 fc2 sc0 ls32 ws0">O <span class="_7 blank"> </span><span class="ff7 ls1c ws44">Capítulo 8<span class="ff5 ws45"> refere-se aos diversos modelos de <span class="ws44">processamento que tratam da geração, </span></span></span></div><div class="t m0 xa h6 y69 ff5 fs4 fc2 sc0 ls14 ws10">distribuição, divisão modal e alocação de vi<span class="ls2e ws33">agens, para determinação do tráfego futuro. </span></div><div class="t m0 xa h6 y6a ff5 fs4 fc2 sc0 ls32 ws0">O <span class="ff7 ls1c ws46">Capítulo 9<span class="ff5 ls14"> apresenta os processos de cálculo referentes à determinação do número \u201cN\u201d </span></span></div><div class="t m0 xa h6 y6b ff5 fs4 fc2 sc0 ls2e ws47">e outros elementos relativos ao <span class="ls30 ws48">dimensionamento de pavimentos. O <span class="ff7 ls20 ws49">Capítulo 10</span><span class="ls31 ws4a"> descreve </span></span></div><div class="t m0 xa h6 y6c ff5 fs4 fc2 sc0 ls14 ws4b">os métodos de determinação da capacidade e níveis de serviço dos trechos contínuos </div><div class="t m0 xa h6 y6d ff5 fs4 fc2 sc0 ls33 ws4c">das rodovias. </div><div class="t m0 xa h6 y6e ff5 fs4 fc2 sc0 ls2c ws4d">Devido ao seu caráter didático, o <span class="ff7 ls1a ws43">Manual</span> inclui também um apêndice em duas partes </div><div class="t m0 xa h6 y6f ff5 fs4 fc2 sc0 ls2c ws0">contendo: <span class="_8 blank"> </span><span class="ff7 ls1a ws4e">Apêndice A</span><span class="ls2a ws4f"> \u2013 fundamentos para análise es<span class="ls2d ws50">tatística, dimensionamento de </span></span></div><div class="t m0 xa h6 y70 ff5 fs4 fc2 sc0 ls0 ws51">amostras, análise de regressão e estudo <span class="ls1d ws52">específico da distribuição de \u201cPoisson\u201d; </span></div><div class="t m0 xa h6 y71 ff7 fs4 fc2 sc0 ls1a ws53">Apêndice B<span class="ff5 ls14 ws54"> \u2013 exemplos de aplicação compreendendo: fluxogramas necessários ao </span></div><div class="t m0 xa h6 y72 ff5 fs4 fc2 sc0 ls2d ws55">projeto de interseções, detalhamento da determinação do VMD de rodovias,<span class="_5 blank"> </span> geração de </div><div class="t m0 xa h6 y73 ff5 fs4 fc2 sc0 ls2e ws56">viagens com aplicação de regressão linea<span class="ls1d ws57">r, distribuição de viagens pelo método de </span></div><div class="t m0 xa h6 y74 ff5 fs4 fc2 sc0 ls1d ws58">\u201cFratar\u201d e determinação de velocidades em acidentes. </div><div class="t m0 xa h6 y75 ff5 fs4 fc2 sc0 ls1c ws1b">A bibliografia consultada é <span class="ls1d ws1c">apresentada ao final do trabalho. </span></div><div class="t m0 x1f hd y76 ff4 fs4 fc2 sc0 ls1d ws58">Eng° Chequer Jabour Chequer </div><div class="t m0 x20 hd y77 ff4 fs4 fc2 sc0 ls1d ws58">Coordenador do Instituto <span class="ls1c ws59">de Pesquisas Rodoviárias </span></div><div class="t m0 xa hb y78 ff5 fs8 fc2 sc0 ls27 ws25">Endereço para correspondência: </div><div class="t m0 xa hb y79 ff5 fs8 fc2 sc0 ls25 ws23">Instituto de Pesquisas Rodoviárias </div><div class="t m0 xa hb y7a ff5 fs8 fc2 sc0 ls9 ws9">A/C Divisão de Capacitação Tecnológica </div><div class="t m0 xa hb y7b ff5 fs8 fc2 sc0 ls27 ws25">Rodovia Presidente Dutra, Km 163, </div><div class="t m0 xa hb y7c ff5 fs8 fc2 sc0 lsc wse">Centro Rodoviário, Vigário Geral, Rio de Janeiro </div><div class="t m0 xa hb y7d ff5 fs8 fc2 sc0 ls27 ws25">CEP \u2013 21240-000, RJ </div><div class="t m0 xa hb y7e ff5 fs8 fc2 sc0 ls34 ws27">Tel/Fax: (21) 3371-5888 </div><div class="t m0 xa h13 y7f ff5 fs8 fc2 sc0 ls4 ws6">E-mail: ipr@dnit.gov.br<span class="ls0 ws0 v0"> </span></div><div class="t m0 xa hb y80 ff5 fs8 fc2 sc0 ls0 ws0"> </div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pf9" class="pf w0 h0" data-page-no="9"><div class="pc pc9 w0 h0"><div class="t m0 x21 h14 y81 ff4 fsa fc2 sc0 ls0 ws5a">L<span class="fs5 ls35 ws0">ISTA DE </span><span class="ls36">I<span class="fs5 ls37 ws5b">LUSTRAÇÕES</span></span><span class="ws0"> </span></div><div class="t m0 xa h15 y82 ff4 fsa fc2 sc0 ls0 ws5a">L<span class="fs5 ls35 ws0 v0">ISTA DE </span><span class="v0">F<span class="fs5 ls40 ws5c">IGURAS</span><span class="ws0"> </span></span></div><div class="t m0 xa h6 y83 ff5 fs4 fc2 sc0 ls2d ws68">Figura 1 <span class="_9 blank"> </span>Dimensões e pesos de <span class="ls2c">veículos at<span class="ls38 ws69">é 45 t <span class="_a blank"> </span>..................................................<span class="_b blank"> </span> <span class="_3 blank"> </span>34 </span></span></div><div class="t m0 xa h6 y84 ff5 fs4 fc2 sc0 ls2d ws68">Figura 2 <span class="_9 blank"> </span>Dimensões e pesos de <span class="ls2c">veículos at<span class="ls21 ws6a">é 74 t<span class="_a blank"> </span><span class="ls39 ws6b">...................................................<span class="_b blank"> </span> 34 </span></span></span></div><div class="t m0 xa h6 y85 ff5 fs4 fc2 sc0 ls2e ws33">Figura 3 <span class="_9 blank"> </span>Configurações<span class="ls3a ws6c"> dos eixo<span class="ls3b ws6d">s<span class="_c blank"> </span>...........................................................................<span class="_b blank"> </span> 35 </span></span></div><div class="t m0 xa h6 y86 ff5 fs4 fc2 sc0 ls2e ws33">Figura 4 <span class="_9 blank"> </span>Configurações<span class="ls2a ws6e"> das sus<span class="ls3c ws5d">pensões .................................................................<span class="_4 blank"> </span><span class="ls1b ws6f"> 35 </span></span></span></div><div class="t m0 xa h6 y87 ff5 fs4 fc2 sc0 ls2e ws33">Figura 5 <span class="_9 blank"> </span>Configurações dos eixos de se<span class="ls1d ws5e">mi-reboques <span class="ls39 ws6b">..............................................<span class="_4 blank"> </span> 36 </span></span></div><div class="t m0 xa h6 y88 ff5 fs4 fc2 sc0 ls2d ws68">Figura 6 <span class="_9 blank"> </span>Capacidade legal, ve<span class="ls2c">ículo com 2 <span class="ls39 ws6b">eixos......................................................<span class="_b blank"> </span> 36 </span></span></div><div class="t m0 xa h6 y89 ff5 fs4 fc2 sc0 ls2d ws68">Figura 7 <span class="_9 blank"> </span>Capacidade legal, ve<span class="ls2c">ículo com 3 <span class="ls39 ws6b">eixos......................................................<span class="_b blank"> </span> 37 </span></span></div><div class="t m0 xa h6 y8a ff5 fs4 fc2 sc0 ls2d ws68">Figura 8 <span class="_9 blank"> </span>Capacidade legal, ve<span class="ls2c">ículo com 4 <span class="ls39 ws6b">eixos......................................................<span class="_b blank"> </span> 37 </span></span></div><div class="t m0 xa h6 y8b ff5 fs4 fc2 sc0 ls2d ws68">Figura 9 <span class="_9 blank"> </span>Capacidade legal, ve<span class="ls2c">ículo com 5 <span class="ls39 ws6b">eixos......................................................<span class="_b blank"> </span> 38 </span></span></div><div class="t m0 xa h6 y8c ff5 fs4 fc2 sc0 ls1d ws1c">Figura 10 <span class="_d blank"> </span>Capacidade <span class="ls30 ws70">legal, (Res<span class="ls3b ws5f">umo)<span class="_1 blank"> </span>..................................................................... <span class="ls1b ws6f"> 38 </span></span></span></div><div class="t m0 xa h6 y8d ff5 fs4 fc2 sc0 ls1c ws1b">Figura 11 <span class="_d blank"> </span>Dimensões<span class="ls2d ws68"> (Resum<span class="ls39 ws6b">o)<span class="_4 blank"> </span>................................................................................<span class="_b blank"> </span> 39 </span></span></div><div class="t m0 xa h6 y8e ff5 fs4 fc2 sc0 ls1d ws1c">Figura 12 <span class="_d blank"> </span>Carga máxi<span class="ls2e ws33">ma (Resum<span class="ls39 ws6b">o)<span class="_5 blank"> </span>...........................................................................<span class="_b blank"> </span> 39 </span></span></div><div class="t m0 xa h6 y8f ff5 fs4 fc2 sc0 ls2d ws68">Figura 13 <span class="_d blank"> </span>Veículos adotados na<span class="ls0 ws71"> classificaç<span class="ls41 ws72">ão do DNIT<span class="_5 blank"> </span><span class="ls39 ws6b">.............................................<span class="_b blank"> </span> 51 </span></span></span></div><div class="t m0 xa h6 y90 ff5 fs4 fc2 sc0 ls1a ws73">Figura <span class="_e blank"></span>14 <span class="_f blank"> </span>Relação entre a hora e o volu<span class="ls2c ws74">me hor<span class="_5 blank"> </span>ário de tráfego em rodovias <span class="_e blank"></span> </span></div><div class="t m0 xd h6 y91 ff5 fs4 fc2 sc0 ls3d ws60">norte-ameri<span class="ls39 ws61">canas .......................................................................................<span class="_4 blank"> </span><span class="ls1b ws6f"> 65 </span></span></div><div class="t m0 xa h6 y92 ff5 fs4 fc2 sc0 ls2d ws75">Figura 15 <span class="_d blank"> </span>Variações horárias típ<span class="ls0 ws71">icas em vias <span class="ls14 ws62">americanas <span class="ls39 ws6b">.........................................<span class="_4 blank"> </span> 68 </span></span></span></div><div class="t m0 xa h6 y93 ff5 fs4 fc2 sc0 ls2c ws58">Figura 16 <span class="_d blank"> </span>Flutuações do vo<span class="ls2a ws6e">lume dentro <span class="ls20 ws76">da hora <span class="_c blank"> </span><span class="ls39 ws6b">......................................................<span class="_b blank"> </span> 69 </span></span></span></div><div class="t m0 xa h6 y94 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 17 <span class="_d blank"> </span>Variação semanal<span class="ls14 ws10"> por tipo de <span class="ls2f ws63">rodovia <span class="ls39 ws6b">.......................................................<span class="_b blank"> </span> 70 </span></span></span></div><div class="t m0 xa h6 y95 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 18 <span class="_d blank"> </span>Variação mensal em <span class="ls30 ws70">rodovia rurais <span class="ls2d ws68">e urbanas <span class="ls39 ws6b">..........................................<span class="_4 blank"> </span> 71 </span></span></span></div><div class="t m0 xa h6 y96 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 19 <span class="_d blank"> </span>Relação entre as velocidades<span class="ls2a ws6e"> médias no tempo <span class="ls1b ws1a">e no espaç<span class="ls38 ws77">o<span class="_7 blank"> </span>...................<span class="_4 blank"> </span> 81 </span></span></span></div><div class="t m0 xa h6 y97 ff5 fs4 fc2 sc0 ls2d ws68">Figura 20 <span class="_d blank"> </span>Relação entre <span class="ls20 ws1f">velocidade e <span class="ls3c ws78">volume<span class="_10 blank"> </span>...........................................................<span class="_b blank"> </span> 84 </span></span></div><div class="t m0 xa h6 y98 ff5 fs4 fc2 sc0 ls2d ws68">Figura 21 <span class="_d blank"> </span>Relação entre <span class="ls20 ws1f">velocidade e <span class="ls1c ws64">densidade <span class="ls39 ws6b">......................................................<span class="_b blank"> </span> 84 </span></span></span></div><div class="t m0 xa h6 y99 ff5 fs4 fc2 sc0 ls2d ws68">Figura 22 <span class="_d blank"> </span>Relação entre <span class="ls1b ws79">volume e dens<span class="ls39 ws6b">idade<span class="_1 blank"> </span>...........................................................<span class="_b blank"> </span> 85 </span></span></div><div class="t m0 xa h6 y9a ff5 fs4 fc2 sc0 ls2c ws58">Figura 23 <span class="_d blank"> </span>Relação entre veloci<span class="ls0 ws71">dade, volume e <span class="ls1c ws65">densidade <span class="ls39 ws6b">........................................<span class="_b blank"> </span> 85 </span></span></span></div><div class="t m0 xa h6 y9b ff5 fs4 fc2 sc0 ls1a ws18">Figura 24 <span class="_d blank"> </span>Rede <span class="ls39 ws6b">viária<span class="_c blank"> </span>................................................................................................<span class="_b blank"> </span> 97 </span></div><div class="t m0 xa h6 y9c ff5 fs4 fc2 sc0 ls1d ws1c">Figura 25 <span class="_d blank"> </span>Contador manual<span class="ls3a ws6c"> eletrôni<span class="ls39 ws7a">co<span class="_5 blank"> </span>.......................................................................<span class="_b blank"> </span> 103 </span></span></div><div class="t m0 xa h6 y9d ff5 fs4 fc2 sc0 ls14 ws10">Figura 26 <span class="_d blank"> </span>Ficha de contagem<span class="ls2d ws68"> volumétric<span class="ls3c ws7b">a I<span class="_7 blank"> </span>...............................................................<span class="_b blank"> </span> <span class="_2 blank"></span>104 </span></span></div><div class="t m0 xa h6 y9e ff5 fs4 fc2 sc0 ls14 ws10">Figura 27 <span class="_d blank"> </span>Ficha de contagem<span class="ls2d ws68"> volumétric<span class="ls3c ws7b">a II<span class="_7 blank"> </span>..............................................................<span class="_b blank"> </span> <span class="_2 blank"></span>105 </span></span></div><div class="t m0 xa h6 y9f ff5 fs4 fc2 sc0 ls0 ws71">Figura 28 <span class="_d blank"> </span>Contador automático<span class="ls1d ws1c"> portátil \u201cHi-<span class="ls3c ws7c">Star\u201d<span class="_a blank"> </span>.......................................................<span class="_4 blank"> </span> 107 </span></span></div><div class="t m0 xa h6 ya0 ff5 fs4 fc2 sc0 ls2c ws58">Figura 29 <span class="_d blank"> </span>Formulário para contagem <span class="ls2d">de tráfego em inte<span class="ls3e ws66">rseções<span class="_1 blank"> </span>.............................. <span class="ls1b ws7d"> 105 </span></span></span></div><div class="t m0 xa h6 ya1 ff5 fs4 fc2 sc0 ls14 ws10">Figura 30 <span class="_d blank"> </span>Sumário <span class="ls2d ws68">dos fluxos<span class="_a blank"> </span><span class="ls39 ws7a">....................................................................................<span class="_4 blank"> </span> 125 </span></span></div><div class="t m0 xa h6 ya2 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 31 <span class="_d blank"> </span>Identificação da hora de pico da <span class="ls33 ws7b">interseção e respectivos volumes<span class="_b blank"> </span>..........<span class="_b blank"> </span> <span class="_2 blank"></span>126 </span></div><div class="t m0 xa h6 ya3 ff5 fs4 fc2 sc0 ls2c ws7e">Figura 32 <span class="_d blank"> </span>Modelo de fluxogra<span class="ls2d ws7f">ma de tráfego em<span class="ls3c ws7b"> UCP<span class="_5 blank"> </span>................................................<span class="_b blank"> </span><span class="ls1b ws7d"> 127 </span></span></span></div><div class="t m0 xa h6 ya4 ff5 fs4 fc2 sc0 ls14 ws80">Figura 33 <span class="_d blank"> </span>Ficha de pesquisa de origem/<span class="ws10">destino (veículos de <span class="ls1c ws67">passageiros) <span class="ls3f ws81">..............<span class="_b blank"> </span> 136 </span></span></span></div><div class="t m0 xa h6 ya5 ff5 fs4 fc2 sc0 ls1c ws82">Figura 34 <span class="_d blank"> </span>Ficha de pesquisa de origem<span class="ls2c ws58">/destino (veículos <span class="ls1a ws18">de carga)<span class="_10 blank"> </span><span class="ls3e ws83">.........................<span class="_b blank"> </span> 137 </span></span></span></div><div class="t m0 xa h6 ya6 ff5 fs4 fc2 sc0 ls1c ws1b">Figura 35 <span class="_d blank"> </span>Eno<span class="ls39 ws7a">scópio<span class="_7 blank"> </span>..................................................................................................<span class="_4 blank"> </span> 141 </span></div><div class="t m0 xa h6 ya7 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 36 <span class="_d blank"> </span>Posicionamento do obser<span class="ls1a ws18">vador e do Enos<span class="ls3c ws84">cópio<span class="_10 blank"> </span>........................................<span class="_4 blank"> </span> 142</span></span></div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div> <div id="pfa" class="pf w0 h0" data-page-no="a"><div class="pc pca w0 h0"><div class="t m0 xa h6 ya8 ff5 fs4 fc2 sc0 ls1c ws1b">Figura 37 <span class="_d blank"> </span>Ficha de pesquisa<span class="ws59"> de velocidade <span class="ls38 ws85">pontual ..................................................<span class="_b blank"> </span><span class="ls1b ws7d"> 145 </span></span></span></div><div class="t m0 xa h6 ya9 ff5 fs4 fc2 sc0 ls2d ws68">Figura 38 <span class="_d blank"> </span>Auto<span class="ls3b ws86">scope ..................................................................................................<span class="_4 blank"> </span><span class="ls1b ws7d"> 148 </span></span></div><div class="t m0 xa h6 yaa ff5 fs4 fc2 sc0 ls1a ws18">Figura 39 <span class="_d blank"> </span>Radar<span class="ls39 ws93"> Manual<span class="_b blank"> </span>............................................................................................<span class="_b blank"> </span><span class="ls1b ws7d"> 149 </span></span></div><div class="t m0 xa h6 yab ff5 fs4 fc2 sc0 ls2d ws68">Figura 40 <span class="_d blank"> </span>Ângulo de incidência entre a <span class="ls2c">trajetória e o ra<span class="ls20 ws1f">io visual<span class="ls38 ws94">................................<span class="_b blank"> </span> 149 </span></span></span></div><div class="t m0 xa h6 yac ff5 fs4 fc2 sc0 ls0 ws71">Figura 41 <span class="_d blank"> </span>Histograma de ve<span class="ls1c ws1b">locidades pont<span class="ls39 ws87">uais .........................................................<span class="_4 blank"> </span><span class="ls1b ws7d"> 156 </span></span></span></div><div class="t m0 xa h6 yad ff5 fs4 fc2 sc0 ls1a ws18">Figura 42 <span class="_d blank"> </span>Curva de freqüênc<span class="ls2a ws6e">ia acumul<span class="ls3c ws7c">ada<span class="_7 blank"> </span>................................................................<span class="_b blank"> </span> 157 </span></span></div><div class="t m0 xa h6 yae ff5 fs4 fc2 sc0 ls2d ws68">Figura 43 <span class="_d blank"> </span>Pesquisa de velo<span class="ls3a ws6c">cidade por pl<span class="ls3c ws7c">aca<span class="_b blank"> </span>.............................................................<span class="_b blank"> </span> 161 </span></span></div><div class="t m0 xa h6 yaf ff5 fs4 fc2 sc0 ls2f ws95">Figura <span class="_11 blank"></span>44 <span class="_12 blank"></span>Ficha de pesquisa de <span class="ls2c ws96">velocidade e retardamento </span></div><div class="t m0 xd h6 yb0 ff5 fs4 fc2 sc0 ls2c ws1c">(Método de veículo <span class="ls39 ws88">teste)<span class="_a blank"> </span>.......................................................................... <span class="ls1b ws7d"> 163 </span></span></div><div class="t m0 xa h6 yb1 ff5 fs4 fc2 sc0 ls14 ws97">Figura <span class="_13 blank"></span>45 <span class="_5 blank"> </span>Ficha de pesquisa de<span class="_5 blank"> </span><span class="ls2d ws98"> velocidade e tempo de viagem </span></div><div class="t m0 xd h6 yb2 ff5 fs4 fc2 sc0 ls1d ws1c">(Método do observado<span class="ls2e ws33">r móvel)<span class="_7 blank"> </span><span class="ls39 ws7a">..................................................................<span class="_b blank"> </span> 165 </span></span></div><div class="t m0 xa h6 yb3 ff5 fs4 fc2 sc0 ls2d ws68">Figura 46 <span class="_d blank"> </span>Esquema do método <span class="ls30 ws70">do observador mó<span class="ls38 ws94">vel<span class="_a blank"> </span>...............................................<span class="_b blank"> </span> 166 </span></span></div><div class="t m0 xa h6 yb4 ff5 fs4 fc2 sc0 ls2c ws58">Figura 47 <span class="_d blank"> </span>Variação ao <span class="ls14 ws99">longo do temp<span class="ls39 ws7a">o<span class="_7 blank"> </span>......................................................................<span class="_4 blank"> </span> 174 </span></span></div><div class="t m0 xa h6 yb5 ff5 fs4 fc2 sc0 ls14 ws80">Figura 48 <span class="_d blank"> </span>Variação ao longo da ro<span class="ls2d ws68">ta (espaço x <span class="ls3c ws89">tempo) ............................................. <span class="ls1b ws7d"> 174 </span></span></span></div><div class="t m0 xa h6 yb6 ff5 fs4 fc2 sc0 ls1d ws9a">Figura 49 <span class="_d blank"> </span>Variação ao longo da rota<span class="ls1a ws18"> (espaço x velo<span class="ls3e ws83">cidade)<span class="_7 blank"> </span>......................................<span class="_b blank"> </span> 175 </span></span></div><div class="t m0 xa h6 yb7 ff5 fs4 fc2 sc0 ls2d ws68">Figura 50 <span class="_d blank"> </span>Curvas <span class="ls2e ws8a">isócronas <span class="ls3b ws9b">.......................................................................................<span class="_b blank"> </span> 176 </span></span></div><div class="t m0 xa h6 yb8 ff5 fs4 fc2 sc0 ls2c ws58">Figura 51 <span class="_d blank"> </span>Ficha para pesquisa de ocupação de <span class="ls3c ws8b">autos<span class="_a blank"> </span>.............................................. <span class="ls1b ws7d"> 181 </span></span></div><div class="t m0 xa h6 yb9 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 52 <span class="_d blank"> </span>Ficha para pesquisa exte<span class="ls2d ws68">rna de ocupação de <span class="ls3e ws8c">ônibus................................<span class="_b blank"> </span><span class="ls1b ws7d"> 182 </span></span></span></div><div class="t m0 xa h6 yba ff5 fs4 fc2 sc0 ls1c ws1b">Figura 53 <span class="_d blank"> </span>Ficha para pesquisa in<span class="ws18">terna de ocupação <span class="ls43 ws9c">de ônibus<span class="_5 blank"> </span><span class="ls38 ws94">.................................<span class="_4 blank"> </span> 183 </span></span></span></div><div class="t m0 xa h6 ybb ff5 fs4 fc2 sc0 ls1d ws1c">Figura 54 <span class="_d blank"> </span>F<span class="ls41 ws8d">unções <span class="ls3b ws9b">.....................................................................................................<span class="_b blank"> </span> 216 </span></span></div><div class="t m0 xa h6 ybc ff5 fs4 fc2 sc0 ls14 ws10">Figura 55 <span class="_d blank"> </span>Modelo simplifica<span class="ls1c">do de divisão <span class="ls39 ws8e">modal<span class="_c blank"> </span>....................................................... <span class="ls1b ws7d"> 223 </span></span></span></div><div class="t m0 xa h6 ybd ff5 fs4 fc2 sc0 ls1c ws1b">Figura 56 <span class="_d blank"> </span>Escolha modal ôni<span class="ls33 ws4c">bus versus aut<span class="ls3c ws8f">omóvel ...................................................<span class="_4 blank"> </span><span class="ls1b ws7d"> 228 </span></span></span></div><div class="t m0 xa h6 ybe ff5 fs4 fc2 sc0 ls1a ws18">Figura 57 <span class="_d blank"> </span>Curva de desvio baseada na <span class="ws1b">razão do tempo de <span class="ls3f ws81">viagem<span class="_10 blank"> </span>..........................<span class="_b blank"> </span> 230 </span></span></div><div class="t m0 xa h6 ybf ff5 fs4 fc2 sc0 ls1c ws1b">Figura 58 <span class="_d blank"> </span>Curva l<span class="ls0 ws90">ogística <span class="ls3b ws9b">...........................................................................................<span class="_b blank"> </span> 237 </span></span></div><div class="t m0 xa h6 yc0 ff5 fs4 fc2 sc0 ls2c ws58">Figura 59 <span class="_d blank"> </span>Níveis <span class="ls1c ws1b">de serviço<span class="_1 blank"> </span><span class="ls3b ws9b">.......................................................................................<span class="_b blank"> </span> 265 </span></span></div><div class="t m0 xa h6 yc1 ff5 fs4 fc2 sc0 ls14 ws10">Figura 60 <span class="_d blank"> </span>Níveis de serviço para rodovia<span class="ls0 ws71">s Classe I (Critéri</span>o gráfico)<span class="_a blank"> </span><span class="ls3e ws83">........................<span class="_b blank"> </span> 268 </span></div><div class="t m0 xa h6 yc2 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 61 <span class="_d blank"> </span>Determinação do ní<span class="ls41 ws72">vel de serviç<span class="ls39 ws7a">o..............................................................<span class="_b blank"> </span> 291 </span></span></div><div class="t m0 xa h6 yc3 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 62 <span class="_d blank"> </span>Determinação do ní<span class="ls41 ws72">vel de serviç<span class="ls39 ws7a">o..............................................................<span class="_b blank"> </span> 295 </span></span></div><div class="t m0 xa h6 yc4 ff5 fs4 fc2 sc0 ls2c ws58">Figura 63 <span class="_d blank"> </span>Curvas de variação do <span class="ls0 ws71">fluxo com a velo<span class="ls3c ws91">cidade<span class="_c blank"> </span>......................................... <span class="ls1b ws7d"> 298 </span></span></span></div><div class="t m0 xa h6 yc5 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 64 <span class="_d blank"> </span>Determinação do ní<span class="ls41 ws72">vel de serviç<span class="ls39 ws7a">o..............................................................<span class="_b blank"> </span> 307 </span></span></div><div class="t m0 xa h6 yc6 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 65 <span class="_d blank"> </span>Determinação do ní<span class="ls41 ws72">vel de serviç<span class="ls39 ws7a">o..............................................................<span class="_b blank"> </span> 309 </span></span></div><div class="t m0 xa h6 yc7 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 66 <span class="_d blank"> </span>Áreas sob a <span class="ls2e ws33">curva norma<span class="ls39 ws7a">l<span class="_10 blank"> </span>..........................................................................<span class="_b blank"> </span> 318 </span></span></div><div class="t m0 xa h6 yc8 ff5 fs4 fc2 sc0 ls1d ws1c">Figura 67 <span class="_d blank"> </span>Rota de <span class="ls2e ws92">regressão <span class="ls3b ws9b">.....................................................................................<span class="_b blank"> </span> 329 </span></span></div><div class="t m0 xa h6 yc9 ff5 fs4 fc2 sc0 ls33 ws4c">Figura 68 <span class="_d blank"> </span>Fluxograma <span class="ls41 ws72">da hora de pi<span class="ls39 ws7a">co<span class="_4 blank"> </span>......................................................................<span class="_b blank"> </span> 344 </span></span></div><div class="t m0 xa h6 yca ff5 fs4 fc2 sc0 ls2c ws58">Figura 69 <span class="_d blank"> </span>Fluxograma reduz<span class="ls1b ws9d">ido da hora de <span class="ls39 ws8e">pico<span class="_c blank"> </span>....................................................... </span><span class="ws7d"> 345 </span></span></div><div class="t m0 xa h6 ycb ff5 fs4 fc2 sc0 ls2e ws33">Figura 70 <span class="_d blank"> </span>Soluções obtidas com o empr<span class="ls1d ws1c">ego de regressão linea<span class="ls42 ws9e">r simples<span class="_7 blank"> </span>.................<span class="_4 blank"> </span> <span class="_2 blank"></span>363 </span></span></div></div><div class="pi" data-data='{"ctm":[1.000000,0.000000,0.000000,1.000000,0.000000,0.000000]}'></div></div>
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