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1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 507 STUDY OF GRADE SEPERATED PEDESTRIAN CROSSING FACILITIES: A CASE STUDY OF PUNE MUNICIPAL CORPORATION Ninad Chandrayan Student, Amity School of Architecture & Planning, Amity University Haryana, Haryana, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - Grade separated pedestrian facilities are expensive infrastructure alternative over at-grade crossing, for the safety and convenience of pedestrians, but often they are not used. The study aims at finding parameters that could improve usability of such infrastructure. The studyinvolves an assessment of existing grade separated pedestrian facilities considering parameters of engineering feasibility, safety, location, aesthetics to say a few. The objective of study is to assess existing grade separated crossing facility. The study area selected is Pune city. Key Words: Grade Separated Pedestrian Crossing Facilities, Foot over Bridges, Foot under Bridge, IndianRoadCongress, Unified Traffic and Transportation Infrastructure Centre 1. INTRODUCTION 1.1 Background Pune has evolved gradually and dangerously into a state of traffic chaos. Along with the increasing volume of traffic in Pune rises the conflict between various road users. Pedestrians, the most vulnerable road users in this process need more importance. Grade separatedpedestrianfacilities (GSPF) serve many users, including bicyclists, walkers, joggers and pedestrians with wheelchair users etc. These facilities can signify one of the most important elements of a community’s non-motorized transportation network. GSPF provide critical links in the bicycle/pedestrian system by joining areas separated by a variety of barriers. GSPF might also be suitable in locations where large numbers of schoolchildren cross busy roads, or where high volumes of seniors or mobility-impaired users need to cross a major roadway. 1.2 Study Area Profile Pune, ranked as the seventh largest city in India and second largest city in Maharashtra after Mumbai. Pune Municipal Corporation (PMC) jurisdiction extends up to an area of 243.84 sq. km. housing 2.54 million populace within 144 wards. Pune as a rapidly growing contemporary industrial center after independence, and today identifiedasa growing metropolis. Pune, also known as an “Oxford ofIndia‟,houses 6 Universities with about 600 efficient higher education centers providing to an estimated 5 lakh studentpopulation. PMC has a population of 3 million (census 2011) Migration has increased from 3.7 Lakhs in 2001 to 6.6 Lakhs in 2011. The population density has increasedfrom10405.28person per Sq.km in 2001 to 12,770.25 person per Sq.km. Population density especially in the core areasareveryhigh. With increase in traffic and urbanization, the risk of pedestrians crossing at grade has increased tremendously. To reduce the fatalities caused by conflict between pedestrians crossing at grade and vehicles, GSPF have been provided in Pune. (Wilbur Smith, 2008) 1.3 Earlier Planning Efforts in Pune Town Planning Schemes: Immediately after the introduction of the Bombay Town Planning Act of 1915, the then Poona City Municipality took steps to control the development of the growing town on the west and the north of the City by undertaking a Town Planning Schemes. T.P.S.No.1. Bhamburda, which finalized in the year 1931. It had followed by three more schemes, viz. Town Planning Scheme No. III of Parvati and Gultekdi, Town Planning Scheme No. II of Somwar-Mangalwar Peth and T.P.S. Sangamwadi which was lately undertaken by P.M.C. Prior to the merger of suburban Municipality in PMC, the then suburban Municipality undertook T.P.S.PunesuburbanNo.1 which was finalized in 1930. These Schemes included most of the remaining areas on the southern and eastern parts of the City, which were open. In addition to these Town Planning Schemes, subsequently 2 T.P.S. mainly for industrial development were taken in the easternpartofthe city viz. in Hadapsar area. Other planning schemes undertaken and developed by PMC In addition to all the TPS 1) Scheme of Tilak road running from Swargate to Lakdi Bridge (Sambhaji Bridge) 2) Scheme of Laxmi road running from Lakdi Bridge to Quarter Gate through the heart of the town. This was an east-west road. 3) Ganesh Road Scheme, which joined the Jijamata Baug to the Phadke Howd. 4) Phule Market Road from Phule Market to the Govind Halwai Chowk. 5) Bajirao Road from Parvati Naka to Vishrambaug Wada. 6) Mankeshwar Road from Ram baug to Omkareshwar. 7) In addition, the PMC also undertook work of shifting of Timber market from Gultekadi to presently located timber market in Bhavani Peth. This is an ambitious scheme implemented in the outer area. Thepresenttimbermarket is
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 508 an area planned for building material business. The Pune Municipality had thus not only controlled the development of the out-laying open areas but also provided new avenues for traffic and developmentinthecity.Thisdevelopment had proceeded on the systematic lines of urban development. The old city of Pune was however very congested and despite the developments of new roads and road widening schemes, it was realized that the town proper could not be improved to the standards laid down in the Town Planning norms or to those standards which were followed in the schemes of Town Planning which were in hand at that time. The Municipality had prescribed regular lines of streets for practically all the roads in old city. This partially regulated the construction of buildings. 2. LITERATURE STUDY 2.1 Terminology As per the IRC: SP: 90-2010 basic concepts regarding the GSPF are explained as below, Grade Separator: Grade separator is a form of intersection in which one or more conflicting movements on intersectinggroundtransportfacility such as road, rail, pedestrian way or cycle path is segregated in space. Flyover, Railway over bridges, under bridges, subways and under passes both for vehicular and pedestrian traffic are all grade separators. (IRC: SP: 90-2010, 2010) Bridge: It is a structure for carrying the road traffic or other moving loads over a depression or obstacle such as channel, river, road or railway. (IRC: SP: 90- 2010, 2010) Foot Over Bridge: The foot over bridge is a bridge exclusively used for carryingpedestrians,cyclesand animals. (IRC: SP: 90-2010, 2010) Under Pass, Subway: Underpass is a structure allowing movement of trafficbeneatharoadway.An underpass is sub classified as cattle underpass, pedestrian underpass and vehicular underpass depending on the principal user. Subway is usually forpedestriancrossingbelowroadway.(IRC:SP:90- 2010, 2010) Clearance: Clearance is the minimum vertical or horizontal distance between boundaries at a specified position of a bridge structure/grade separator available for passage of vehicles. (IRC: SP: 90-2010, 2010) Lateral Clearance: Lateral clearance isthedistance between the extremeedgesofthecarriagewaytothe face of the nearest support whether it is a solid abutment, pier or column. (IRC: SP: 90-2010, 2010) VerticalClearance:Verticalclearancestandsforthe height above the highest point of the traveled way, i.e., the carriageway and part of theshouldersmeant forvehicular use, to the lowest pointoftheoverhead structure. (IRC: SP: 90-2010, 2010) 2.2 Literature Review GSPF dedicated to the safety of the pedestrians, are highly expensive. Hence without need assessmentandfulfillmentof conditionsofsafety,convenienceanduniversalaccessibilityit might not serve the purpose for what they are constructed. Modern cities provide pedestrian friendly streets in which walking is a transportation choice for efficient and healthy socialand economic urban interaction.Moderncitiesprovide pedestrian friendly streets in which walking is a meaningful transportation choice for efficient and healthy social and economic urban interaction (Pedestrian Policy of Calgary).Nowadays the principle of "human-oriented" has been implemented in the transportation planning, but the implementation is alwaysopposite.Thephenomenonof"car- oriented" is becoming seriously. As an important part of urban traffic, pedestrian traffic cannot be ignored equally (Juan Lia, 2013) Directorate of Urban Land Transport of Government of Karnataka suggests Accessibility of Subways and Foot-Over-Bridges can be improvised considering parameters such as FUB and FOBs should have elevators in addition to stairs. Elevators are essential at all grade- separated pedestrian crossings for mobility of disabled on wheel chair. Escalators may be provided along with stairs to increase comfort, but it cannot be a replacementtoelevators, as escalators cannot safely accommodate pedestrians on wheel chair. Elevators should have enough space to accommodate at least one wheel chair and a pedestrian to stand. Opening to subways and FOB s should have sufficient width at least to allow two people to comfortably cross each other. (Guidelines for planning & implementation of Pedestrian infrastructure, 2014).Thedesignspecificationsin WISDOT publications serve as mandatory standards for Pedestrian/bicycle facilities on State highways, serve as guidelines for local communities. It explains the in which pedestrian facilities should designed (The Washington State Department of Transportation’s Design Manual, 2006) New Jersey Bicycle and PedestrianResourceCenterintheirreport „Bicycle and Pedestrian Safety Needs at Grade-Separated Interchanges‟ Summarizescommonchallengestopedestrian and bicycle mobility through grade-separated interchanges and to document best practices. (New Jersey Department of Transportation, 2008) Author Rory Renfro in his report „ Pedestrian/Bicycle Overcrossings: Lessons Learned‟ examines location, design and other parameters of pedestrian/bicycle overcrossings, based on detailed field assessments of 29 diverse bridges in terms of age, length, access provisions etc. „Case Study of Pedestrian Risk Behavior and SurvivalAnalysis‟isaresearch paper by authors Udit Gupta, Niladri Chatterjee. Geetam Tiwari, Joseph Fazio. This is a study of Signal-free, grade-
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 509 separated intersections in Delhi that have often replaced signalized intersections. The study evaluates the impact of signal free intersections on pedestrians (Udit Gupta, 2009) Parisar is an NGO in Pune which had extensively worked on the Pune’s GSPF and have framed a report, Searching High and Low: Study of Pune’s Pedestrian Crossing Facilities .This report presents the results of a survey of pedestrians using Foot Overbridges (FOB) and Foot Underbridges (FUB), as well as the findings ofa usability analysis of these facilitiesin Pune. This study was triggered by the controversy surrounding the construction of the FUB at Goodluck chowk in Deccan Gymkhana area in late 2009 (Parisar NGO, 2010) Guidelines for planning & implementation of Pedestrian infrastructure have been prepared by the Directorate of Urban Land Transport (KarnatakaGov.)Theseguidelinesare targeted for use by all local bodies and municipalities in Karnatakadealingwithpedestrianorroadwayinfrastructure. (Guidelines for planning & implementation of Pedestrian infrastructure, 2014) 3. LOCATIONS SELECTED FOR STUDY Selection of GSPF for study has been carried out based on initial pilot surveys. The radius of 10 km from the citycenter has been decided for the study area. The nonfunctioning GSPF and those on railway tracks wereeliminatedlaterfrom study since the study objective was to study pedestriansand road safety. Location 1: Shaniwar Wada This study location is situated in the core area where both the density and the traffic volume is high. The bridge on the mula river connecting shivajinagar to swargate is further extended till shaniwar wada and below this bridge the underpass is provided. This GSPF location contains residential, comercial and public semi public facilities for which pedestrians have to travel from one end of the FUB to other ,hense this infrastructure serves the entire vicinity. This GSPF have government offices under bridge which supports the concept of „eyes on the streets‟. The basic criteria of the construction are fulfilled only the antisocial activities taking place in the night are major concern.Thelocation of the FUB is most suitable to facilitate pedestrians visiting Shaniwar Wada. Location 2: Railway Station Railway station FUB is provided under the humped junction. This is the most used GSPF in the Pune. The excessive usage of the junction is due to the availability of railway station, bus depot and the S.T. Stand. This junction is constructed with consideration of the the regulations given by the central public devlopment department. The shops provided under the bridge ensures safety of pedestrians. Machinary for the water evacuation and the ventilation system adds to the value of the infrastructure. The FUB has many CCTV cameras, which petrol the whole GSPF round the clock. Location 3: KirloskarCompany,Karvenagar This GSPF are meant to assure safety of the pedestrians. This FOB is built considering the CPWD guidelines. It is made of the rust proof material and can be reassembled and be shifted in future. This FOB is not used because of unavailability of the mid-block obstacles and easily accessible infrastructure. The surrounding area and density of the vicinity are major reasons for its usage Fig -1: Location of Selected GSPF 4. SURVEY FINDINGS 4.1 Possibility of at-grade crossing: The first and obvious factor is the possibility of at-grade crossing. A high wall (as seen at karve Road) or a fence hinders people from crossing the street. To cross they have to use the given foot over-bridge. At that location, we could almost watch the same number of people crossing at-grade as those using the foot over-bridge. 4.2 Traffic Volume: When the traffic allows, people tend to cross the street at- grade level, which is more convenient, but at the same time more dangerous. E.g., Traffic volume on Karve Road increased a lot during our observation. Initially, there were enough gaps to cross the road at-grade and many people were crossing at grade. However, later the traffic increased and hence crossing at-grade became difficult and people tended to use the over-bridge. Location 1 Location 2 Location 3
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 510 Fig -2: Comparison of Foot-over Bridge fulfilling design criteria, Karvenagar 4.3 The Humped Bridge: Foot under-bridges under uplifted roads are more pedestrian friendly than foot over-bridge and this is also proven by the pedestrian survey. A heavily used foot under- bridge at Pune Station is contradictory to the abandoned, unwelcoming foot under-bridge at Shaniwar Wada. Furthermore, the location of the facility is decisive. On the contrary, the FOB bridging Gulmohar Path next to Karve Road is an example of a badly designed and located pedestrian structure. People on Karve Road who want to pass Gulmohar Path have first to turn onto Gulmohar Path and walk to the FOB located in front of SNDT College, before climbing about 80 steps in total only to cross a two-lane road. Because of that, inconvenience people preferred to cross at-grade as the counting showed us. Fig -3: Comparison of usage of Foot-under Bridge at Shaniwar Wada and Railway Station 4.4 The maintenance of facility: It is also is a crucial factor in determining whether a pedestrian facility continues to be used or not. Attributes that determine this include how well lit a FUB/FOB is, how cleanly it is maintained, how secure it is etc. Thus, Shaniwar wada FUB, which is not clean or secure, is not a preferred choice of the pedestrian. 4.5 The visibility of FOB/FUB: The entry must be easily recognizable. This is particularly true of FUBs since they are underground. Visitors coming straight out of the main buildingatPunerailwaystationhave difficulty in finding the station subway. The pedestrian facility is hard to find and no sign indicates its existence. Much worse is the situation at Shaniwar wada subway. 5. SURVEY ANALYSIS The survey has been carried out on locations namely Shaniwar wada, Railway station, Kirloskar company, karve nagar. The analysis consist of two parts namely General observations on site and personal interview. 5.1 Survey Part I- General Observations on site: The above stated locations were assessed based on need criteria, usability, Quality and type of construction, aesthetics, location criteria, Ease of accessibility and engineering feasibility. 5.1.1 Need Criteria: No foot over bridge on the selected locations is more than 80m. For road width between 30-80m, the strongdesireline has to be within 100 m of the landing. Table -1: Fulfillment of need criteria of GSPF In Pune Location Shaniwarwada Railwaystation Kirloskar company,karve nagar FOB /FUB FUB FUB FOB Need Criteria > 80m roads A) FOB at mid- block B) FOB at t junction > 30 up to 80m roads without t BRT A) Strong desire line exists within 150m of the landing of an existing flyover? Yes No B) Is at- grade not possible due to severe physical site constraints ? Yes No < 30m roads FOB not permitted unless it’s not possible due to severe physical site constraints 5.1.2 Location criteria: It includes clauses of pedestrian attractor, neighboring building entries, mid-block bus stop at the GSPF. From the
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 511 analysis, only 1 out of 3 locations have pedestrian attractors i.e. railway station FUB have building entries nearby. Table -2: Fulfillment of location criteria of GSPF In Pune Location Shaniwar wada Railway station Kirloskar company,karv enagar Location criteria Pedestrian attractors with mid-block entries (shopping areas, schools, key civic areas, residential areas,etc.) No Yes Yes Neighboring building entries and destinations etc. No Yes No FOB should not be placed within 80 m of the nearest intersection. Is it?? No No No Mid-block Transit/bus stops. No No No 5.1.3 Ease of accessibility: For the infrastructureto be more usable the usabilitycriteria is to be followed. Here the provision of barrier to stop at- grade pedestrian was important and observed very useful to promote usage of GSPF. In addition, it was observed that the provision of tactile paving, Elevators promote usage of infrastructure. The criterion of unobstructed pavement of min. 1.8m was followed by all locations excluding Shaniwar wada FUB. Table -3: Fulfillment of Ease of accessibility criteria of GSPF In Pune Location Shaniwarwada Railwaystation Kirloskar company,karve nagar Ease of Accessibility Reachingthe FOB Encroachment free pavements leading to the FOB. Yes Yes Yes Universal accessibil ity A) staircase + ramp Yes Yes No b) staircase + elevator No No Yes C)color contrast tiles No Yes No D) tactile paving No Yes No Is there an unobstructed pavement of min. 1.8m left clear No Yes Yes Is there barriers to prevent pedestrians crossing at grade Yes Yes Yes 5.1.4 Engineering feasibility: These aspects determine whether the construction is as per prescribed criteria to serve designed population efficiently. The consideration of min width of staircase and walkwayare mostly fulfilled on contrary elevator size criteria are least fulfilled. Also the slopeconsiderationsarefulfilledonlyinone GSPF. The criterion of vertical clearance is followed on all FOB locations. Table -4: Fulfillment of engineering feasibility criteria of GSPF In PuneLocation Shaniwarwada Railwaystation Kirloskar company,karvenagar Engineerin g feasibility Min width walkway pedestrians+cycli st : 3.50m Yes( 4 m) No No Min width of FOB walkway pedestrians: 2.50 - 3.00m Yes Yes Min width of staircase: 2.5m No No Yes Min slope of 8% (1 in 12) for ramps Yes No Vertical clearance of 5.5 m above roadways Yes Pedestrian only elevator is 1.4 x 1.4 m — — Yes Cycle+pedestrian elevators 1.4 x 2 m — — No 5.1.5 Usability of GSPF: To conclude pedestrians crossing at-grade and those using GSPF this ratio is important. With this figures it can be concluded that railway station is running efficiently. Also, Railwaystation’s GSPF is widelyusedowingtothefulfillment of most of the design criteria. The at-grade crossing at Kirloskar Company are to be considered.
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 512 Table -5: Fulfillment of Usability criteria of GSPF In Pune Location Shaniwarwada Railwaystation Kirloskar company,karve nagar All year round weather protection Partial shelter at least along one edge of the bridge. Yes Yes Yes Lighting for safety and visibility Lighting within subway/ FOB ? No Yes Yes Adequate lighting at both access points? Yes Yes Yes Seating Resting places at minimum two locations Yes No No Garbage disposal Garbage bins adjacent to both access Points. No Yes No Machinery for Water logging clearance No Yes — Air vent/ central open court Yes Yes Watchmen No Yes Yes Way finding/informa tion maps Informati on maps must be provided No Yes No 5.1.6 Quality and type of Construction: To conclude pedestrians crossing at-grade and thoseusingGSPFthisratio is important. With this figures it can be concluded that railway station is running efficiently. Also, Railway station’s GSPF is widely used owing to the fulfillment of most of the design criteria. The at-grade crossing at Kirloskar Company are to be considered. Table -6: Fulfillment of Quality and type of Construction of GSPF In Pune Location Shaniwarwada Railwaystation Kirloskar company,karve nagar Qualit y and type of constr uction Structural system Structures which can be dismantled in future. No No Yes Light weight/ space Efficient structure No No Yes Qualit y Robust and vandalism- proof materials and fixtures? Ye s Yes Yes 5.1.7 Aesthetical Parameters: To conclude pedestrians crossing at-grade and those using GSPF this ratio is important. With this figures it can be concluded that railway station is running efficiently. Also Railway station’s GSPF are widely used owing to the fulfillment of most of the design criteria. The at-grade crossing at Kirloskar Company are to be considered Table -7: Fulfillment of Aesthetical criteria of GSPF In Pune Location Shaniwarwada Railwaystation Kirloskar company,karve nagar Aesthetics Advertisements distract drivers No No No Adverse impact on surrounding aesthetics? Low Low Low 5.2 Survey Part II- Personal Interview: Interviewing infrastructure users was to obtain their perspective of usability ofGSPF.Tostudythefactorsaffecting usability the economic group,Age group,Frequencyofusage, special physicalconsiderationswereconsidered.Further,the interrelation between these factors can be acknowledged. With person-to-person interview, we could conclude that people prefer the mode, which is relatively safe followed by convenience. About half the pedestrian would still like to cross at grade and then by foot over bridge the list preferred was foot under bridge. People’s choices also differ with age and disability. 5.2.1 Age Group: The usability of any GSPF differs with age group of users.The usability will vary according to the age of user. Aged people and kids‟ population would be uncomfortable with climbing excessive steps at FOB. So determination of age group was done in 4 groups viz. Kids (i.e. up to 10), Adults (i.e. 10-40), Aged (i.e. 40-60) and those Above 60. Number of steps in GSPF could restrict kids and aged pedestrians to access the GSPF
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 513 Chart -1: Pedestrian Age distribution 5.2.2 Income Group: Economic status of pedestrians was considered to find out relation between the usage of GSPF and economic condition of users. Economic condition of the pedestrians is also necessary toknow before implementation of any design.The observation survey have showed that the facilities maintenance increases at GSPF surrounded by slums In the 120 samples collected during survey majority users were MIG followed by LIG users. Only few EWSandHIGuserswere observed. From the figures obtained in survey, it could be concluded that, measures to promote GSPF usage are to be more focused on EWS population. Chart -2: Pedestrian Income distribution 5.2.3 Special Character: Four special characters were observedduringsurveynamely pregnant women, disabledandagedandthoseotherthanthis (which includesa person with no disability and restrictionto use GSPF). This study has resulted into a conclusion that amongst Pune‟s GSPF users most of the users (almost 80%) are without any disability or any obstacle to use the GSPF. Amongst the surveyed special character people with luggage were observed on large number, to cater these pedestrians with luggage to cross the road ease of accessibility criteria with proper importance ontheprovisionofLiftsandrampsis to be given. Chart -3: Pedestrian Special Character 5.2.4 Mode Choice: Amongst 120 samplestakenatthreedifferentGSPFlocations, pedestrians were asked which modeof transporttheywould shift to. The resultshaveshownalmosthalfofthepedestrians were going to shift to bus after getting off fromtheGSPF.This suggests that most of the GSPF are to be provided near to the transit stops to serve the purpose. The future GSPFshouldbe constructed near the transit stops. Also, the 2 wheeler users are almost more than 37%, which means two wheeler parking provision is to be fulfilled near future GSPF. Chart -4: Mode of transport Pedestrians will Shift to 5.2.5 Pedestrians GSPF Preference reasons: Pedestrians crossing behavior is dependent on the parameters like safety, cleanliness, convenience and time saving factors. The extent of the consideration of following criteria was surveyed and it states that safety is most considered parameter (47%) followed by convenience. The sameparametershavebeenobservedinstrumentalinmaking Railway station GSPF useful. The most preferred parameter was numbered as 1 and the least preferred as 4, Therefore the parameter with least weightage is most preferred parameter and vice versa.
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 514 Chart -5: Pedestrians GSPF Preferences 5.2.6 Pedestrians GSPF Preference reasons: The Pedestrian facilities preference of 120 pedestrians concludes that more than half of the pedestrian would prefer at-gradecrossing followed by theFOB.Thisindicatesafterat- grade crossing pedestrians preferably opt for the FUB. This analysis states that pedestrian shall always prefer at grade crossing whenever possible and FUB more than FOB. However, the IRC codes for pedestrian facilities states that FUB are to be only provided if no FOB is not feasible at given location. Chart -6: Pedestrians crossing Preferences 4. PROPOSALS 4.1 Location 1: Shaniwar Wada This study location is located in the core area where boththe density and the traffic volume is high. The bridge on the Mula River connecting shivajinagar to swargate is further extended until shaniwar wada and below this bridge, the underpass is provided. This GSPF location contains residential, commercial and public semipublic facilities for which pedestrians have to travel from one end of the FUB to other; hence, this infrastructure serves the entire vicinity. This GSPF have government offices under bridge, which supports the concept of “eyes on the streets‟. The basic criteria of the construction is fulfilled only the antisocial activities taking place in the night are major concern. The location of the FUB is most suitable to facilitate pedestrians visiting Shaniwar Wada. SWOT Analysis Strengths: Seating and resting place inside the foot under bridge improves usability. Offices overlooking the FUB upholds “eyes on street” concept. Weakness: The entrance of the FUB is neither visible from the main road nor the signage is provided for the same. Less visibility of entrance decreasestheusers.TheDarknessinthe subway leads to the antisocial activities. Opportunity: This subway can be connected to shaniwar wada for ease of pedestrian movement. The current propose served by the FUB is to allow pedestrians to cross the humped road in front of shaniwar wada if the present FUB is connected to the shaniwar wada premises there are probabilities that more pedestrians would use it. Threats: Anti-social behavior of users is a threat for other usersand the usage might be hampered, furtherreducingthe number of the users and which might degrade the situations further. Proposals Based on the analysis at the location and the pedestrians interviews following recommendations are to be considered for improvement of existing GSPF. Installation of adequate lighting fixturesas per the norms by UTTIPEC, it is suggested that the light fixtures produce at least the FOB. Lighting level on and around the FOB must be minimum 20 lux. Thus, the fixtures need to be provided. Providing Signage for more entrance visibility shall improve the usage. The signage as provided in the Pune Station FUB can be referred. The signage are shown in figures as below: Fig -4: Signage at Pune Station 4.2 Location 2: Railway Station Railway station FUB is provided under the humped junction. This is the most used GSPF in the Pune. The excessive usage of the junction is due to the availability ofrailwaystation,bus depot and the S.T. Stand. This junction is constructed with consideration of the the regulations given by the central public development department. The shops provided under the bridge ensures safety of pedestrians. Machinery for the water evacuationandtheventilationsystemaddstothevalue
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International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 515 of the infrastructure. The FUB has many CCTV cameras, which petrol the whole GSPF round the clock. SWOT Analysis Strengths: This foot under bridge is located in the periphery of Railway station; also, it connects railway station to the PMT bus depot and the other side of the railway station, so it is continuously operational.The humped junctionconstrains the pedestrians to cross at grade and since it is a very safe junction with the provision of ramps and universal accessibility provisions. Weakness: The water loggingpreventionsystemtowardsST stand gate is not functional which leads to unhygienic conditions. Opportunity: The GSPF is widely used which results in pedestrian conflicts. These conflicts can be reduced with proper utilization of the GSPF. Threats: Excessive pedestrian might reduce the lifespan of the structure. The channelizing of the pedestrian could be a difficult task to manage. Proposals Based on the analysis at the location and the pedestrians interviews following recommendations are to be considered for improvement of existing GSPF. Hygienic measures are to be taken to increase the usability the daily cleaning has to be taken up. In addition, awareness drives regarding public hygiene and health could be promoted with the provision of the slogans on the subway walls and by the provision of the dustbins too. The ramps on stationsideneedsimproveddesign.Thisramp is obstructed with bollards as shown in the figure 18 shown below, where the bollard restrains the movement of the disabled a person with a wheelchair cannot enter foot under bridge through the ramp. The ramp which is solely made for the universal accessibility needs no bollards. The steep slope of more than 8 percent is not desirable and thus a proper slope of less than 8 percent. Fig -5: Model of Slope for disables 4.3 Location 4: Kirloskar Company, Karvenagar This GSPF is meant to assure safety of the pedestrians. This FOB is built considering the CPWD guidelines. It is made of the rust proof material and can be reassembled and be shifted in future. This FOB is not used because of unavailabilityofthemid-blockobstaclesandeasilyaccessible infrastructure. The surrounding area and density of the vicinity are major reasons for its usage. SWOT Analysis Strengths: seating and resting place. Elevators available. Weakness: no median obstacle. Opportunity: The present facilitycouldbeusedforcompany workers and the median obstacle might add to its usability. . The users of the fob could be increased or the present FOB could be dismantled as well. Threats: The present investment might also be seen as Dead investment for the less number of users. Proposals Proposing median at junction in the form of Barricades is recommended. Barricades are intended to provide containment without significant deflection or deformation under impact and to redirect errant vehicles along the barrier. They are designed to be easily relocated and have four specific functions to: 1) prevent traffic from entering work areas, such as excavations or material storage sites; II) provide protection to workers; Ill) separate two-way traffic; and IV) protect construction such as false work for culverts and other exposed objects. Barricades can be portable or permanent. Portable barricades should be stable under adverse weatherconditionsandappearsubstantialbutnotso much as to cause excessive damage to the vehicle if they are struck. 3. CONCLUSIONS Direct and indirect factors determine the behavior of pedestrians at FOB and FUB and have an impact on the choicebetween crossing at-grade and using the FOB /FUB. Direct determining factors are related with the design and construction of the pedestrian facilities.Indirectdetermining factors deal with circumstances like the volume of traffic or road conditions. Each determining factor has an influenceon the pedestrian’s decision, and each factor should be considered to find out if FOBs and FUBs fulfill their purpose or not. A crowded FOB /FUB alone are not significant; it can just be due to a lack of pedestrian friendly alternatives. The usability analysis of GSPF found that many of these facilities are poorly designed, particularly for the children and the elderly. However, the surveys also showed that if GSPF are
10.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 04 Issue: 11 | Nov -2017 www.irjet.net p-ISSN: 2395-0072 © 2017, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 516 well designed, it would be more preferable to pedestrians as they are more convenient and safe to use for all. Nevertheless, even at such pedestrian infrastructure, pedestrian’s preference was to cross the roadat-gradeifsafe crossings were possible. REFERENCES [1] IRC: SP: 90-2010. (2010). Bureau of Indian Standards. [2] (2013). Draft Development Plan For OldPuneCity. Pune Muncipal Corporation. [3] Guidelines for planning & implementationofPedestrian infrastructure (Vol. Version 1.0). (2014). Directorate of Urban Land Transport Karnataka Government. [4] Juan Lia, Y. G. (2013). Pedestrian Facilities Planning on Tianjin New Area program. 13th COTA International Conference of Transportation Professionals (pp. 683 – 692). Elsevier Ltd. [5] New Jersey Department of Transportation. (2008). Bicycle and Pedestrian Safety Needs at Grade-Separated Interchanges. New Jersey. [6] Parisar NGO. (2010). Searching High and Low:Study of Pune’s Pedestrian Crossing Facilities. Pune [7] dit Gupta, N. C. (2009). Case Study of Pedestrian Risk Behavior and Survival Analysis. Eastern Asia Societyfor Transportation Studies, 7. [8] Wilbur Smith . (2008). Comprehensive MobilityPlanfor Pune City . Pune : Pune Munsipal corporation . BIOGRAPHIES Mr. Ninad Chandrayan has completed his Graduation in Town Planning and is currently seeking Post-GraduationinUrban and Regional Planning.
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