Thank you very much sir It's a very good lecture please upload more such videos about Traffic survey, Axle load survey, load configuration, and calculation of CVPD please it will help more students and remember you for ever once again thanks a lot sir !
Sir is that necessary that our maximum or peak hourly vehicle volume and PCU should come on the same column? Like as you got both in same column as 4015 and 3698.. Please reply its urgent
@@highwayridewithpalaniponnu2031 Thanks for the clarification. If I understand correctly, the X-axis label should be "Flow in Vehicle/Hour" and not "Flow in Pcu/Hour"
Hello sir, Is there any tool or software available for counting the vehicles with vehicle classification from recorded video of any intersection for the use traffic volume count data?
@@highwayridewithpalaniponnu2031 Thank you For replying sir.. I searched for this software but it is not free on its website. Is there any way to download it free? Or any other free software available?
Sir we do traffic volume analysis on a road which is two way two lane i.e one road for each direction so now what to do for level of service we count the traffic in each direction .as per irc table is design volume for one direction or for entire carriage way
Yes required to take both the side traffic volume survey and calculate both directions peak hours volume and finally combined both and take average. That average peak hour volume consider for V by C ratio
Sir is that necessary that our maximum or peak hourly vehicle volume and PCU should be on the same column as in this case 4015 and 3698.. Please reply it's urgent
While your are inserted another column for PCU... The total volume changed and you also counted it for hourly flow rate ... I mean After PCU factor applied those counts also included in the total vehicle count...? Please take a look
TOTAL VEHICLES Before Adding PCU column 559 after inserted PCU column it is 1140.55.. If we inserted a column btwn a sum it will also added in that sum.....! Can u clarify this please
Hi sir I am Praveen from sizma traffic data From Bangalore Greetings from Praveen on behalf of Sigma Traffic Pvt Ltd Company. We are a team of 40-50 staff with 10 years experience in Data Collection and Video Analysis, with a separate Quality check and enhancement Team to ensure, we exactly deliver our clients what they want. Through the promising work we deliver, we have got international clients from countries like The US, UK and The Middle East. We have skilled people in all types of classifications and work methods. Below are few examples to quote, COBA Class ESSEX Class AUSTROADS Class FHWA Class Peadstrains Counts Queue study ATC Eco file conversation ANPR RTOR We humbly request you to offer us an opportunity to showcase our work.We ensure that the work we deliver will be on time with 100% quality with lowest possible budget without compromising quality. If you like our work we are grateful to continue our business with your Team. Thank you, we are waiting to hear from you. Thanks & Regards,
Explained very well and very elaboratively , best video on traffic volume studies.
Oh Well explained..congrats!
Realy i have never ever watched suchlike this lecture about traffic and i am so grateful for your well explanation of this lecture thanks
Very clear explanation
Very useful to all students
Very well said sir, very easily understood
simply superb, many thanks for this video
Wonderful sir...👌
Thank you for the best lecture.
thank you, helped a lot,
Thank you very much sir
It's a very good lecture please upload more such videos about
Traffic survey, Axle load survey, load configuration, and calculation of CVPD please it will help more students and remember you for ever once again thanks a lot sir !
Sir is that necessary that our maximum or peak hourly vehicle volume and PCU should come on the same column? Like as you got both in same column as 4015 and 3698.. Please reply its urgent
axle lode survey kaise check kare aur vdf kaise nikle
Hindi me batao
Thank you so much 🙏
Thank you, sir, It is an outstanding lecture.
Please upload a lecture about analyzing the Person Trip Survey (PTS) for Travel Demond Modelling.
Towards the end at 33:50, how is it "Flow in PCU/Hr" if the values used were from total number of vehicles and not PCU?
Thank you so much for your kind conment, by mistake I mentioned pcu instead of vehicle / Hr
@@highwayridewithpalaniponnu2031 Thanks for the clarification. If I understand correctly, the X-axis label should be "Flow in Vehicle/Hour" and not "Flow in Pcu/Hour"
It's Y axis
@@highwayridewithpalaniponnu2031 Got it. Thanks for the quick response.
Same doubt clarified with the reply
Thank you so much sharing this content. It is very useful. Can you please do the same for Intersection turning volume count also
Yes
very useful lesson sir, can you please share how to calculate ADT & AADT
Happy Birthday 🥳 sir
Need video on intersection survey!!
Hello sir, Is there any tool or software available for counting the vehicles with vehicle classification from recorded video of any intersection for the use traffic volume count data?
Dartfish
@@highwayridewithpalaniponnu2031 Thank you For replying sir.. I searched for this software but it is not free on its website. Is there any way to download it free? Or any other free software available?
Thankyou sir it's very helpful.
Can you please make a video on Calculation of ADT and AADT using SCF and ADT please i need it sir .
Sir please make full traffic analysis videos
Sir capacity of road given i irc 106 is the capacity of one lane in each direction or capacity of carriage way
Bro, road ka volume and capacity projection 20 years ka kaise nikaltey hai,,
Please can get get the sheets and what is the the price of getting this lecture. You are indeed a genius. Price of you video in Nigeria
Give your mail id
The total vehicles in this has been changed with addition of pcu , is it correct?
Yes
In a Day For how many hours do we need to sit at a particular junction and do the survey?. The time interval should be 15 mins?
Minimum. 8hrs and 15 minutes intervals
I am doing a study on Air pollution. Will 1 day data be sufficient?. Can we divide like from 6am to 9am as normal. 9am to 2pm ase peak?
Sir , You took the Data of Towards one direction and Compared to 6 lane 2 way Traffic ? How can you compare that sir .
Any answer?
Sir, plz make videos for IRC 35,64,SP 41,99 and other related highways code books
Plz sir
👌
Sir we do traffic volume analysis on a road which is two way two lane i.e one road for each direction so now what to do for level of service we count the traffic in each direction .as per irc table is design volume for one direction or for entire carriage way
Yes required to take both the side traffic volume survey and calculate both directions peak hours volume and finally combined both and take average. That average peak hour volume consider for V by C ratio
@@highwayridewithpalaniponnu2031 sir in two way two lane road for one direction I got 635.6 and for other direction I got 696.6 so what to do now sir
@@omesaiMADDALA5171 take average
@@highwayridewithpalaniponnu2031 sir we take average then it comes for one lane only know sir
@@omesaiMADDALA5171 refer IRC
Sir I got in two lane two way for one lane 635.6 and for other lane 696.5 what to do now
👏👏👏
This volume is for both directions
Sir please Make video on Traffic Volume - per Vehicle Classification
Refer my Video number 12
How did you calculate the factor sir
It's already there for Indian codes
Suppose particular ek Road ka pcu 388 hai 2021 me.
And same road ka pcu 2041 me kitna hoga,,,?
Need to go for simulation modelling
Bro isko krenge kaise, kon sa method use hoga,, please tell me
Sir is that necessary that our maximum or peak hourly vehicle volume and PCU should be on the same column as in this case 4015 and 3698.. Please reply it's urgent
No, some time it will vary
@@highwayridewithpalaniponnu2031 is it necessary that peak hour factor should be less than 1 always?
Plz make vedio on cvpd
Sir pls make videos within 10 mins
pl sir send the excel sheet
I have some doubts in this can I have your numr please...
Pls write here
While your are inserted another column for PCU... The total volume changed and you also counted it for hourly flow rate ... I mean After PCU factor applied those counts also included in the total vehicle count...? Please take a look
TOTAL VEHICLES
Before Adding PCU column 559
after inserted PCU column it is 1140.55..
If we inserted a column btwn a sum it will also added in that sum.....!
Can u clarify this please
@@Chakricvv share your contact number
Hi sir I am Praveen from sizma traffic data
From Bangalore Greetings from Praveen on behalf of Sigma Traffic Pvt Ltd Company.
We are a team of 40-50 staff with 10 years experience in Data Collection and Video Analysis, with a separate Quality check and enhancement Team to ensure, we exactly deliver our clients what they want.
Through the promising work we deliver, we have got international clients from countries like The US, UK and The Middle East.
We have skilled people in all types of classifications and work methods.
Below are few examples to quote,
COBA Class
ESSEX Class
AUSTROADS Class
FHWA Class
Peadstrains Counts
Queue study
ATC Eco file conversation
ANPR
RTOR
We humbly request you to offer us an opportunity to showcase our work.We ensure that the work we deliver will be on time with 100% quality with lowest possible budget without compromising quality.
If you like our work we are grateful to continue our business with your Team.
Thank you, we are waiting to hear from you.
Thanks & Regards,
Thank you sir, for your warm greetings. How can I help you
I will let you know, if any offer come across.
@@highwayridewithpalaniponnu2031 thanks sir
Very useful to all students