O documento descreve os estudos para a Linha 6-Laranja do Metrô de São Paulo entre as estações Brasilândia e São Joaquim. Inclui detalhes sobre o traçado de 15,3km com 15 estações, demanda de 638 mil usuários, características das obras civis, sistema de alimentação elétrica, material rodante e licitações.
SISTEMAS BRT: conceitos e elementos técnicosAndre Dantas
O documento apresenta um resumo sobre sistemas BRT (Bus Rapid Transit):
1) Contextualiza os investimentos em mobilidade urbana no Brasil e apresenta dados sobre BRT no mundo e no Brasil;
2) Define o conceito de BRT enfatizando sua alta capacidade de transporte e velocidade com baixo custo em comparação a outros modais;
3) Detalha os principais elementos técnicos de um sistema BRT, como corredores exclusivos, estações, pagamento antecipado e centro de controle operacional.
1) The document discusses the construction of a 4.5 km private road in Bhujaini, Sant Kabir Nagar under the Public Works Department.
2) It describes the various layers that make up the carriageway of a road, including earthwork, granular sub-base, wet mix macadam, bituminous macadam, and bituminous concrete.
3) It also covers topics like aggregate used in construction, compaction of layers, and additional elements like camber, kerb, and shoulder.
This document discusses infrastructure construction technologies used for elevated metro rail and road projects in India. It describes the use of segmental casting and transportation methods like incremental launching for long viaduct structures. Concrete pumps, batching plants, and quality control processes for precast segment casting are outlined. Various precast segment erection techniques including the use of launching gantries, cranes, and lifting frames are also summarized. Images show examples of incremental launching of bridges and transportation of precast segments by trucks for erection.
The construction of a new railway track involves three main stages: earth work to prepare the formation, plate laying which involves laying rails and sleepers, and laying of ballast. There are different methods for plate laying such as the tramline method, telescopic method, and American method. Maintenance of the track is also important and involves daily inspection and maintenance as well as periodic maintenance to detect defects.
Chapter 3 station,yards,points and crossing,signalling and interlockingdhara dattani
This document discusses different aspects of railway stations and yards. It begins by describing the functions of railway stations which include exchange of passengers and goods, control of train movements, and enabling trains to overtake or cross. It then discusses factors considered in selecting sites for stations and the requirements of stations from public, traffic, engine, and general perspectives. The document categorizes stations based on operational and functional classifications. It also describes different types of yards including passenger, goods, and marshalling yards. Marshalling yards are described in detail including their components and functions.
The document discusses the history and types of bridges. Bridges were first made of wood and stone to span bodies of water and railways. There are several types of bridges including arch, truss, cantilever, cable-stayed, and suspension bridges. Examples are given of notable bridges that demonstrate different types, such as the Golden Gate Bridge which is a suspension bridge and the Howrah Bridge which is a cantilever bridge.
Introduction to superpave & Performance Grading(P.G)hisham123852
This document provides an overview of the Superpave system for designing asphalt pavements. It describes Superpave as including a new mixture design and analysis system based on pavement performance. The key aspects covered include: Superpave performance grading for asphalt binders based on climatic conditions; tests used for mixture design and performance prediction; simulation of field conditions through laboratory aging and testing at relevant temperatures; and specification of binder grades based on high and low pavement temperatures.
SISTEMAS BRT: conceitos e elementos técnicosAndre Dantas
O documento apresenta um resumo sobre sistemas BRT (Bus Rapid Transit):
1) Contextualiza os investimentos em mobilidade urbana no Brasil e apresenta dados sobre BRT no mundo e no Brasil;
2) Define o conceito de BRT enfatizando sua alta capacidade de transporte e velocidade com baixo custo em comparação a outros modais;
3) Detalha os principais elementos técnicos de um sistema BRT, como corredores exclusivos, estações, pagamento antecipado e centro de controle operacional.
1) The document discusses the construction of a 4.5 km private road in Bhujaini, Sant Kabir Nagar under the Public Works Department.
2) It describes the various layers that make up the carriageway of a road, including earthwork, granular sub-base, wet mix macadam, bituminous macadam, and bituminous concrete.
3) It also covers topics like aggregate used in construction, compaction of layers, and additional elements like camber, kerb, and shoulder.
This document discusses infrastructure construction technologies used for elevated metro rail and road projects in India. It describes the use of segmental casting and transportation methods like incremental launching for long viaduct structures. Concrete pumps, batching plants, and quality control processes for precast segment casting are outlined. Various precast segment erection techniques including the use of launching gantries, cranes, and lifting frames are also summarized. Images show examples of incremental launching of bridges and transportation of precast segments by trucks for erection.
The construction of a new railway track involves three main stages: earth work to prepare the formation, plate laying which involves laying rails and sleepers, and laying of ballast. There are different methods for plate laying such as the tramline method, telescopic method, and American method. Maintenance of the track is also important and involves daily inspection and maintenance as well as periodic maintenance to detect defects.
Chapter 3 station,yards,points and crossing,signalling and interlockingdhara dattani
This document discusses different aspects of railway stations and yards. It begins by describing the functions of railway stations which include exchange of passengers and goods, control of train movements, and enabling trains to overtake or cross. It then discusses factors considered in selecting sites for stations and the requirements of stations from public, traffic, engine, and general perspectives. The document categorizes stations based on operational and functional classifications. It also describes different types of yards including passenger, goods, and marshalling yards. Marshalling yards are described in detail including their components and functions.
The document discusses the history and types of bridges. Bridges were first made of wood and stone to span bodies of water and railways. There are several types of bridges including arch, truss, cantilever, cable-stayed, and suspension bridges. Examples are given of notable bridges that demonstrate different types, such as the Golden Gate Bridge which is a suspension bridge and the Howrah Bridge which is a cantilever bridge.
Introduction to superpave & Performance Grading(P.G)hisham123852
This document provides an overview of the Superpave system for designing asphalt pavements. It describes Superpave as including a new mixture design and analysis system based on pavement performance. The key aspects covered include: Superpave performance grading for asphalt binders based on climatic conditions; tests used for mixture design and performance prediction; simulation of field conditions through laboratory aging and testing at relevant temperatures; and specification of binder grades based on high and low pavement temperatures.
Traffic engineering is a branch of civil engineering that uses techniques to achieve the safe and efficient movement of people and goods on roadways. It deals with applying scientific principles and tools for safe, rapid, economical traffic flow. The basic goal is efficient traffic flow with few accidents. Traffic engineering can be divided into sections including traffic characteristics, studies and analysis, operation and control, planning and analysis, geometric design, and administration. Traffic characteristics include road user characteristics like physical and mental traits, and vehicular characteristics like dimensions, weight, speed and braking. Traffic studies collect data on volumes, speeds, origins-destinations and accidents. Control devices include signs, signals and markings to regulate traffic.
This document discusses different types of intersection controls. It describes passive control which involves no explicit control or uses signs. Semi control includes channelization and traffic rotaries to separate traffic flows. Active control uses traffic signals or grade separated intersections to control traffic. Traffic signals separate traffic using time-sharing while grade separated intersections separate traffic vertically using overpasses, underpasses, flyovers and interchanges like diamonds, trumpets and cloverleafs. Channelized intersections also help reduce conflicts.
This document defines microscopic traffic stream parameters such as speed, density, flow, time headway, space headway, and spacing. It establishes the relationships between these parameters and provides the basic traffic flow equation relating flow, density, and speed. Examples are also given to demonstrate calculating traffic flow parameters from given data.
1. The document presents details about a summer training project on road construction. It discusses the different types of roads and pavements in India.
2. It explains the basic components and construction process of flexible and rigid pavements. Flexible pavements use bitumen and have lower initial costs but higher maintenance costs, while rigid pavements using concrete have higher initial costs but lower long-term maintenance costs.
3. The document outlines the various steps involved in constructing a concrete road, including preparation of subgrade, laying forms, mixing and placing concrete, compaction, finishing, curing, and finally opening the road to traffic once cured.
This document discusses various types of pavement distress and maintenance. It begins by outlining different types of distress that can occur in flexible and rigid pavements such as alligator cracking, rutting, longitudinal cracking, and joint spalling. It then describes various maintenance activities like patching and overlaying to address these distresses. Evaluation methods like the Benkelman beam test are also covered. Strengthening techniques for pavements include different types of overlays to support increased loads. Proper design and construction of pavement layers is emphasized to prevent failures.
The document discusses the different layers of flexible pavement, including the granular sub-base, granular base course, and bituminous layers. It describes the materials, construction processes, and quality control tests for each layer. Specifically, it outlines the objectives and materials used for the granular sub-base layer, including crushed stone aggregates, gravel, coarse sand, and requirements for material passing sieves. It also discusses the compaction and testing requirements for constructing the granular sub-base layer.
The document discusses Bus Rapid Transit Systems (BRTS) with a focus on the Ahmedabad BRTS system in India. It provides an overview of BRTS, including its aims and objectives, characteristics, and implementation in India. For the Ahmedabad system specifically, it describes phases, features like stations and buses, awards received, and routes. The Ahmedabad BRTS is highlighted as a pioneering project in India that provides efficient public transportation to the city.
This document discusses failures in flexible pavement. It begins by defining the different types of highway pavement, including flexible, rigid, and other pavements like semi-rigid or composite. It then lists 10 common types of failures in flexible pavement such as alligator cracking, rutting, shear failure cracking, and pumping. The document concludes by explaining the causes of these failures, with causes including repeated heavy loads, moisture variations in layers, lack of bonding between layers, and movement across cracks.
INDUSTRIAL TRAINING OF FLYOVER CONSTRUCTIONBhavek Sharma
The Public Works Department has a long history of infrastructure development in the state. It is responsible for constructing and maintaining roads, bridges, and government buildings. Originally, irrigation and public health engineering were also part of the PWD. Since its inception, the department has strived for excellence through continuous improvement and engineering milestones.
This document summarizes the resume of Prashant Kumar Gangwar, a civil engineer with 3 years of experience in highway and structure construction projects. He is currently working as a site engineer for Ramky Infrastructure Ltd., where his responsibilities include construction planning, quality control, resource management, and liaising with clients and consultants. Previously he held roles as a trainee engineer for P.N.C. Infratech Ltd. and an internship with G.R. Infra Projects Limited. He is seeking a challenging position to further his career in the construction industry.
This document discusses crumb rubber modified bitumen (CRMB), which is a modified bitumen produced by mixing crumb rubber from shredded waste tires with conventional bitumen. The summary is as follows:
(1) CRMB was developed in the 1960s as a way to improve the performance of bituminous pavements and address issues like susceptibility to heat and water damage. (2) Crumb rubber is obtained from shredded truck and automobile tires and is mixed with bitumen using either a dry or wet process. (3) Compared to conventional bitumens, CRMB has benefits like lower temperature susceptibility, higher resistance to deformation, better adhesion between aggregates and binder, and improved performance under heavy traffic. However,
The document discusses the design and construction of a 4-lane 90m railway over bridge in Chand Sarai, Lucknow. Key steps in the construction process include surveying, engineering design, laying pile foundations, installing bearings and girders, shuttering, and concreting. Tests were conducted on materials and foundations to ensure quality. The bridge was designed to allow road traffic to safely pass over the railway line.
Track junctions transfer rail vehicles between tracks or allow them to cross tracks. There are several types of simple track layouts for junctions depending on traffic needs. Common layouts include turnouts that continue or change the direction of travel, symmetrical splits that divert tracks in two directions with equal radii, and three-throw switches that allow movement in three directions but are now obsolete due to safety concerns. More advanced layouts include double turnouts, diamond crossings, scissors crossovers, triangles, and double junctions.
Granular subbase and equipments used for its constructionshubham shama
The document discusses highway engineering and presents information on granular sub-base layers. It explains that granular sub-base layers are laid between the subgrade and pavement to serve as an effective drainage layer and distribute wheel loads. Crushers are used to reduce stone and rock to smaller uniform aggregates. Compaction of the granular sub-base layer is done using rollers after watering to the optimum moisture content.
modern methods of railway track maintanencekrishnacp
The document discusses modern methods of track maintenance including mechanized maintenance using tamping machines, measured shovel packing, and directed track maintenance. Mechanized maintenance uses tamping machines to consolidate ballast and maintain tracks more efficiently. Measured shovel packing involves accurately measuring track defects, lifting the track, and placing measured quantities of stone chippings to level the track without blocking traffic. Directed track maintenance identifies track geometry defects using measuring devices and only rectifies defects at indicated locations to maintain tracks to standards.
This the finest presentation by which you'll easy have the concept of the sight distance in highways engineering and also you'll learn the types of sight distance in the highways engineering.
5.track or permanent way and track stressesMani Vel
The document discusses the components and stresses acting on railroad tracks. It describes the main parts of a track including the rails, sleepers, ballast, and formation. The rails are joined by fish plates and bolts and fastened to sleepers. Sleepers are embedded in ballast which provides drainage and load distribution. A good track requires proper gauge, cross-leveling, alignment, gradient, and resilience to provide a comfortable ride while withstanding forces from train movement and varying temperatures. Wheels are coned rather than flat to reduce wear on flanges and rails and allow for lateral movement.
The document describes the layers of a concrete road, including:
1) A filling or cutting layer for leveling the ground
2) A 300mm thick subgrade murrum layer underneath
3) A granular sub-base layer made of crushed stone 0-40mm aggregate
4) A dry lean concrete layer used as a base with a higher aggregate to cement ratio
5) A top pavement quality concrete layer made with 32mm aggregate designed for heavy traffic.
Nepal east west rail project-feasibility study draft report presentationBhim Upadhyaya
The document presents the findings of a feasibility study for proposed electrical railway lines between Mechi-Mahakali and Pokhara-Kathmandu in Nepal. Key highlights include:
- The total proposed railway network is 1,317 km long and includes 4 terminal stations, 9 junction stations, and 123 intermediate stations.
- There would be 56 tunnels totaling 154 km in length and 401 major bridges along the alignment.
- The report discusses the alignment, transportation demand forecasting, operational plans, maintenance requirements, cost estimates, and recommendations for implementing the railway project.
Manual de identidade visual do Polo de Ecoturismo de São PauloChico Macena
El documento describe un polo de ecoturismo en São Paulo, Brasil. Se propone construir un centro de visitantes, senderos interpretativos y áreas de camping en un bosque nativo para promover el turismo sostenible y la conservación del medio ambiente.
Traffic engineering is a branch of civil engineering that uses techniques to achieve the safe and efficient movement of people and goods on roadways. It deals with applying scientific principles and tools for safe, rapid, economical traffic flow. The basic goal is efficient traffic flow with few accidents. Traffic engineering can be divided into sections including traffic characteristics, studies and analysis, operation and control, planning and analysis, geometric design, and administration. Traffic characteristics include road user characteristics like physical and mental traits, and vehicular characteristics like dimensions, weight, speed and braking. Traffic studies collect data on volumes, speeds, origins-destinations and accidents. Control devices include signs, signals and markings to regulate traffic.
This document discusses different types of intersection controls. It describes passive control which involves no explicit control or uses signs. Semi control includes channelization and traffic rotaries to separate traffic flows. Active control uses traffic signals or grade separated intersections to control traffic. Traffic signals separate traffic using time-sharing while grade separated intersections separate traffic vertically using overpasses, underpasses, flyovers and interchanges like diamonds, trumpets and cloverleafs. Channelized intersections also help reduce conflicts.
This document defines microscopic traffic stream parameters such as speed, density, flow, time headway, space headway, and spacing. It establishes the relationships between these parameters and provides the basic traffic flow equation relating flow, density, and speed. Examples are also given to demonstrate calculating traffic flow parameters from given data.
1. The document presents details about a summer training project on road construction. It discusses the different types of roads and pavements in India.
2. It explains the basic components and construction process of flexible and rigid pavements. Flexible pavements use bitumen and have lower initial costs but higher maintenance costs, while rigid pavements using concrete have higher initial costs but lower long-term maintenance costs.
3. The document outlines the various steps involved in constructing a concrete road, including preparation of subgrade, laying forms, mixing and placing concrete, compaction, finishing, curing, and finally opening the road to traffic once cured.
This document discusses various types of pavement distress and maintenance. It begins by outlining different types of distress that can occur in flexible and rigid pavements such as alligator cracking, rutting, longitudinal cracking, and joint spalling. It then describes various maintenance activities like patching and overlaying to address these distresses. Evaluation methods like the Benkelman beam test are also covered. Strengthening techniques for pavements include different types of overlays to support increased loads. Proper design and construction of pavement layers is emphasized to prevent failures.
The document discusses the different layers of flexible pavement, including the granular sub-base, granular base course, and bituminous layers. It describes the materials, construction processes, and quality control tests for each layer. Specifically, it outlines the objectives and materials used for the granular sub-base layer, including crushed stone aggregates, gravel, coarse sand, and requirements for material passing sieves. It also discusses the compaction and testing requirements for constructing the granular sub-base layer.
The document discusses Bus Rapid Transit Systems (BRTS) with a focus on the Ahmedabad BRTS system in India. It provides an overview of BRTS, including its aims and objectives, characteristics, and implementation in India. For the Ahmedabad system specifically, it describes phases, features like stations and buses, awards received, and routes. The Ahmedabad BRTS is highlighted as a pioneering project in India that provides efficient public transportation to the city.
This document discusses failures in flexible pavement. It begins by defining the different types of highway pavement, including flexible, rigid, and other pavements like semi-rigid or composite. It then lists 10 common types of failures in flexible pavement such as alligator cracking, rutting, shear failure cracking, and pumping. The document concludes by explaining the causes of these failures, with causes including repeated heavy loads, moisture variations in layers, lack of bonding between layers, and movement across cracks.
INDUSTRIAL TRAINING OF FLYOVER CONSTRUCTIONBhavek Sharma
The Public Works Department has a long history of infrastructure development in the state. It is responsible for constructing and maintaining roads, bridges, and government buildings. Originally, irrigation and public health engineering were also part of the PWD. Since its inception, the department has strived for excellence through continuous improvement and engineering milestones.
This document summarizes the resume of Prashant Kumar Gangwar, a civil engineer with 3 years of experience in highway and structure construction projects. He is currently working as a site engineer for Ramky Infrastructure Ltd., where his responsibilities include construction planning, quality control, resource management, and liaising with clients and consultants. Previously he held roles as a trainee engineer for P.N.C. Infratech Ltd. and an internship with G.R. Infra Projects Limited. He is seeking a challenging position to further his career in the construction industry.
This document discusses crumb rubber modified bitumen (CRMB), which is a modified bitumen produced by mixing crumb rubber from shredded waste tires with conventional bitumen. The summary is as follows:
(1) CRMB was developed in the 1960s as a way to improve the performance of bituminous pavements and address issues like susceptibility to heat and water damage. (2) Crumb rubber is obtained from shredded truck and automobile tires and is mixed with bitumen using either a dry or wet process. (3) Compared to conventional bitumens, CRMB has benefits like lower temperature susceptibility, higher resistance to deformation, better adhesion between aggregates and binder, and improved performance under heavy traffic. However,
The document discusses the design and construction of a 4-lane 90m railway over bridge in Chand Sarai, Lucknow. Key steps in the construction process include surveying, engineering design, laying pile foundations, installing bearings and girders, shuttering, and concreting. Tests were conducted on materials and foundations to ensure quality. The bridge was designed to allow road traffic to safely pass over the railway line.
Track junctions transfer rail vehicles between tracks or allow them to cross tracks. There are several types of simple track layouts for junctions depending on traffic needs. Common layouts include turnouts that continue or change the direction of travel, symmetrical splits that divert tracks in two directions with equal radii, and three-throw switches that allow movement in three directions but are now obsolete due to safety concerns. More advanced layouts include double turnouts, diamond crossings, scissors crossovers, triangles, and double junctions.
Granular subbase and equipments used for its constructionshubham shama
The document discusses highway engineering and presents information on granular sub-base layers. It explains that granular sub-base layers are laid between the subgrade and pavement to serve as an effective drainage layer and distribute wheel loads. Crushers are used to reduce stone and rock to smaller uniform aggregates. Compaction of the granular sub-base layer is done using rollers after watering to the optimum moisture content.
modern methods of railway track maintanencekrishnacp
The document discusses modern methods of track maintenance including mechanized maintenance using tamping machines, measured shovel packing, and directed track maintenance. Mechanized maintenance uses tamping machines to consolidate ballast and maintain tracks more efficiently. Measured shovel packing involves accurately measuring track defects, lifting the track, and placing measured quantities of stone chippings to level the track without blocking traffic. Directed track maintenance identifies track geometry defects using measuring devices and only rectifies defects at indicated locations to maintain tracks to standards.
This the finest presentation by which you'll easy have the concept of the sight distance in highways engineering and also you'll learn the types of sight distance in the highways engineering.
5.track or permanent way and track stressesMani Vel
The document discusses the components and stresses acting on railroad tracks. It describes the main parts of a track including the rails, sleepers, ballast, and formation. The rails are joined by fish plates and bolts and fastened to sleepers. Sleepers are embedded in ballast which provides drainage and load distribution. A good track requires proper gauge, cross-leveling, alignment, gradient, and resilience to provide a comfortable ride while withstanding forces from train movement and varying temperatures. Wheels are coned rather than flat to reduce wear on flanges and rails and allow for lateral movement.
The document describes the layers of a concrete road, including:
1) A filling or cutting layer for leveling the ground
2) A 300mm thick subgrade murrum layer underneath
3) A granular sub-base layer made of crushed stone 0-40mm aggregate
4) A dry lean concrete layer used as a base with a higher aggregate to cement ratio
5) A top pavement quality concrete layer made with 32mm aggregate designed for heavy traffic.
Nepal east west rail project-feasibility study draft report presentationBhim Upadhyaya
The document presents the findings of a feasibility study for proposed electrical railway lines between Mechi-Mahakali and Pokhara-Kathmandu in Nepal. Key highlights include:
- The total proposed railway network is 1,317 km long and includes 4 terminal stations, 9 junction stations, and 123 intermediate stations.
- There would be 56 tunnels totaling 154 km in length and 401 major bridges along the alignment.
- The report discusses the alignment, transportation demand forecasting, operational plans, maintenance requirements, cost estimates, and recommendations for implementing the railway project.
Manual de identidade visual do Polo de Ecoturismo de São PauloChico Macena
El documento describe un polo de ecoturismo en São Paulo, Brasil. Se propone construir un centro de visitantes, senderos interpretativos y áreas de camping en un bosque nativo para promover el turismo sostenible y la conservación del medio ambiente.
Balanço de primeiro ano do governo de Fernando Haddad 2013- Prefeitura de São...Chico Macena
O documento apresenta um balanço das ações e impactos do Programa de Metas 2013-2016 da Prefeitura de São Paulo após o primeiro ano de gestão. Entre os principais resultados, destacam-se a inclusão de 127 mil novas famílias no Bolsa Família, a ampliação da rede de transporte com 300km de faixas exclusivas de ônibus implantadas, e a viabilização de áreas para a construção de 37 mil unidades habitacionais.
Este documento apresenta um plano de desenvolvimento do polo de turismo de Parelheiros, com cinco roteiros turísticos (religioso, histórico-cultural, mata atlântica, náutico e circuito turístico de Parelheiros, Marsilac e Ilha do Bororé), atrações em cada roteiro e propostas de infraestrutura como ciclovias, ciclorrotas e melhorias nos atrativos.
Plano Macro Metrópole do Comitê Gestor Águas PMSP e SABESPChico Macena
Plano Macro Metrópole do Comitê Gestor Águas PMSP e SABESP
Chico Macena
Plano Diretor de Aproveitamentode Recursos Hídricos para a Macrometrópole Paulista
Adensamento de viagens de bicicleta por distritosChico Macena
O documento classifica os 96 distritos de São Paulo de acordo com o número médio de viagens diárias de bicicleta por quilômetro quadrado, indo do distrito com maior densidade (Jardim Helena com 1091,6 viagens/km2) ao com menor densidade (Carrão e Perus com 0 viagens/km2).
Pesquisa IPOBE - Dia Mundial Sem Carro 2012Chico Macena
O documento apresenta os resultados de uma pesquisa realizada em São Paulo entre agosto e setembro de 2012 com 805 entrevistados. A pesquisa avaliou aspectos como perfil dos entrevistados, satisfação com a qualidade de vida na cidade, áreas problemáticas, e satisfação com serviços urbanos. Os principais problemas apontados foram saúde, segurança pública e educação. A satisfação com a qualidade de vida se manteve estável em relação aos anos anteriores.
Apresentação da Linha 15 Branca do MetrôChico Macena
O documento descreve os detalhes técnicos da futura Linha 19-Celeste do Metrô de São Paulo, incluindo seus trechos, estações e métodos construtivos. Ele também fornece informações sobre as linhas de metrô e trens existentes na região.
Resultados da enquete sobre o compartilhamento da motofaixa da vergueiro com ...Chico Macena
Uma pesquisa com 169 ciclistas sobre o compartilhamento da motofaixa da Vergueiro com bicicletas mostrou que:
78% já utilizaram a motofaixa compartilhando com motociclistas; 79% acharam mais seguro compartilhar a faixa exclusiva do que com outros veículos; e 75% consideraram uma boa ou ótima ideia instalar mais motofaixas compartilhadas com bicicletas.
Edital de Corredores Metropolitanos BRT EMTUChico Macena
1) O documento é um edital de pré-qualificação da EMTU/SP para futuras licitações de obras civis e projetos executivos para a implantação de corredores metropolitanos em São Paulo e Campinas.
2) O edital define os lotes dos projetos, requisitos de participação, documentação necessária e data para entrega dos documentos de pré-qualificação.
3) A entrega dos documentos deverá ocorrer no dia 10 de outubro de 2012 entre 10h00 e 10h30 no auditório da EMTU/SP, onde ocorr
Sobre a origem política de Chico Macena 13097 na igrejaChico Macena
O documento é um panfleto de campanha de um vereador que descreve sua história de atuação comunitária na igreja católica e em projetos sociais desde a juventude. Ele também destaca seu compromisso com a educação e os necessitados, assim como suas realizações políticas na defesa de causas sociais.
As propostas de realizações de Chico Macena 13097 para vereador de São PauloChico Macena
O documento resume as principais ações e projetos do vereador Chico Macena em seu mandato, incluindo a lei das ciclovias, o código ambiental, projetos de habitação social e acessibilidade, além de contar com apoio de figuras como Aloizio Mercadante, Ruy Ohtake e Mario Sergio Cortella.
Propostas e realizações de Chico Macena 13097 para vereador na Zona SulChico Macena
Este documento descreve a carreira política e as propostas do vereador Chico Macena. Ele apresentou mais de 100 projetos e teve 30 leis aprovadas, focando em áreas como meio ambiente, habitação, saúde e mobilidade urbana. O documento também detalha os compromissos do vereador com diferentes comunidades e lideranças da zona sul de São Paulo.
Propostas e realizações de Chico Macena 13097 para vereador na Zona NorteChico Macena
O documento descreve a atuação do vereador Chico Macena em seu segundo mandato na Câmara Municipal de São Paulo. Ele apresentou mais de 100 projetos e teve 30 leis aprovadas, além de conseguir mais de 100 emendas para obras nas áreas da saúde, educação e reforma de espaços públicos. O texto também lista algumas de suas propostas e conquistas específicas para a Zona Norte da cidade.
46. A publicação na internet desta apresentação é um trabalho do mandato do vereador de São Paulo pelo PT, Chico Macena, como colaboração para o acesso universal à informação. www.chicomacena.com.br