Highway Engineering (313323) Practical No: 10 *C, ‘arry out Traffic Volume Stud, x tudy (minimum (vo hours of peak period) fo: important road interscetion or roadway in your city/ town/ village. ee L Pra 1 Significance: raffic volume studi ies ieee ® provide essential insights for transportation planning, infrastructure design, and eat understanding traffic patterns and volumes, authorities ean optimize road ayouts, sig n-routeso improve efficiency and safety. This particu! pl al will help you to know.the actual raffie flow dy eal h th t 7 Bractcal will help you to kngy peal hougs and non-peak hours. Based on ene possible an feasible sol OG minimize the common problems in traffic engineering.) t. ee eee ‘outcome(s): on Unde egah pen ott oO ct =e tintatoe (Roads). is Core elstey entities ti ackground: othe survey of number of different vehicles Sus a unit time during Selected’pétiod, called as Traffic Volume c Study. Tidy is ne at selected points called as Count PostS-or, Tratlio!G ge fa ome Ts ia Be cer rear depending on the importance of road. If the 6ffice wor eben 10 a hey peak ato will occur 9 am to 12 pm and 4 to 7 pm. Therefore, this! traffic survey should be.done‘th these hours to get correct information of traffic. This survey is c Objectives of Traffic Volume Study: This traffic volume study is done purpose! 1, Establish relative importance of roads and traffic cor vi. ietvant Theoret rea Traffic Volume Study? It arried for 4, 8, 12, 16 or 24 hours at predetermined station for selected road _ intersection fully to achieve following objectives. ntrol devices i.e. signs, signals, markings and sand 2 Maharashtra State Board of Technical Education (K-scheme)Highway Engincering (313323) VM, Actual diagram with quae specification? 2. Decide the priority for improvement and expansion of a road to allot the funds. accordingly. 3. Plan and design the existing and new traffic control devices }. Analyze the traffic flow Pattern and trends on the road. & Resign the structural pavements andl geometrical parameters of road based on tafe load. 6. Make the modification in regulatory measures like one way, lane separation, route diversion etc., through traffic volume distribution study. 7. Design the side walk, cross Salk, pedestrinn-signals,.and signal timings by knowing pedestrian volume. > antl oF TR ~ Koon Methodology: Contact i system Based ‘Counting: IS = Figure 10.3: Automatic Counting Method Figure 10.2: Manual Counting MethodVIL. Required Resources: Sr ; anti [SE] Resowee vane Pawar unity l t I Traffic Enumerators form ‘As specified in observations Iset IX, Preeautions to be followed: Observe the vehicles without disturbing. 1 inatiof belween tear | tout this practical tioft bebieen te: m nein pers thrO Pp et he There should be mutual 603 ce count posts, The said wi e jup.of mini 1 said work should be a5 led to gro up.of mii a ote Tens =r vehicle will reniain iicounted of The extra are should be'faken dues peak hours ed . the Loge riate columns x. oo oo) 1. Sedet road | jnfersection/roadway in your cif sbledtie fime stot for traffic volum ese. aS ig permission of Teen nae hee ven B in the nuimerators fouirs:find/record *& A Saniplé'Enumerators Form: Oa et We » Location of intersection: = ‘Type of road and route number: ‘Name of approach foad: Date and ‘of commencement: Date and Time of completion: PaRepe(eles eb Bile Losin tsk meets Ln See} Tet Pall ra Tt Itt 2. 5. ree me | yo ones ot amg. | =~ Se TALUS ATH ATA nite Mal pee) ond tht " Isat : OAM CH oy tris Te yr oy ; Pet oe ms wt Atty tnt tte} UL tthe mays tate Ty (wri Lit SHEL tre OPEL It. Jos_Urs_ sry tm sus ptt Tt cm | fee _oy_ ts ore (ttre oe trey nl | 0 Th Ma a ot 38, THU TH tte Or inal f aT wey cy || Wee ans eres pha. Ayn We tr om! amit os ti ce Pee, bs) Ty THE mi meat ; ww sO fo Ima om tre + mei jr See ee yna_foty_Os ty | 1 | Car, meme oy ss | Tele eet + hee Oe Toe tr vert 1 a | a sm pas me | I TAM THT | | | 1 ! [say ony test ans}_an! mm om tm oy! bam nn on | | oer amavis ores oo We te tt Om 1g.3 os mms 192, Toes moa os nist Mo ot ce T_| fom rie oe | [eng vant ree nati ae Lakin my sy | | | am oe OT, | me my amt any | | | Seine ims or tsa] fie my ms ay Adol my om es | eet ! na me ny Mmmm am 6 | m_mn o MRT | | ya me y_tas_ry Bud nn 4 [ie jee EB ! myo pay my | 2g 4 sa Fane | Torat nu 648 4Bater | 43! Enumeration ‘os i cle tet Sree ou cet woe wheeler Ne eionshas’ ott i smaltsand a fo “Vehicles for oh | mpairedsdl> oe Lf F 1, Name of Road : ™ 2. Direction of Road? ‘Traffic Volume Study 0” Road comer ore t for (K-seheme) M 7 laharashtra State Board of Technical Education[Tempo [our west | [ c [€ontaiiers 7 Poke @ [ Animal Hand Driven = Ls Vehicles for Physically Impaired | o Pedestrians ‘Maharashtca State Board of Technical Education (K-scheme) 8 OO 8 FPDP D-D-D DPD DDD DARD D-2-0-9-9-9-ple questions for reference. (of identified Cé 1 normal roads and hill roads in terms of its geomet al difficu! II road construction as compared to normal roads. ns provided alonj ich is most effective in heavily rainfall Maharashira State Board of Technical Education (K-scheme)| Answers:to practical related questions | Submission‘of report in,time. Marks Obtained Total (25) Dated sags! Teacher ra Process Related (15) | Product Related (10)