Sir through your videos you are covering very important topics in highway engineering. Sir if possible please upload videos on solved examples in IRC 37: 2018.
Excel program - which is very simple with intuitive interface for Design of cc pavement as per IRC SP 62 is available at ua-cam.com/video/jXdRHa6A8Ek/v-deo.html
These are really wonderful videos. Just one request from my end if possible pls share PPT of these videos. Thank you so much for taking these efforts!!
Thank you for this incredibly insightful and well explained lecture .your efforts in simplifying complex concepts are commendable.looking forward to more enlighten content from you sir. Sir can you please share excel sheet. Vinod kumar
Thank you so much for your appreciation. Try this link to download the sheet docs.google.com/spreadsheets/d/1rGjgNSn4na0D9E5xtD8iwLbhpr1AKJtX/edit?usp=drive_link&ouid=104340323223105810378&rtpof=true&sd=true
Very well explained sir. A pertinent topic. If possible, please make some lectures on construction practices for different types of pavements with some discussion on case studies and/or economic aspects.
Level tolerance is basically allowance for poor workmanship. This is the variation in longitudinal and cross profile of the road from that shown on the drawing.
Sir very wel explained thank you.... 1. But in case-2 when traffic is between 50-150 CVPD what does alternatively 100mm thickness cementitious layer means is it base layer over subbase of 100mm or directly base layer over subgrade without Subbase layer.....similarly in case -3 200mm cementitious layer 2.Also what this cementitious layer made of is it M20 concrete??
1. It means you can either use either 75 mm thick WBM layer over 100 mm of granular material OR a 100 mm thick cementitious granular layer directly on subgrade. 2. Cementitous layer may be of any material like lime-flyash concrete or dry lean cement concrete or any other stabilised layer satisfying the condition of UCS.
@@SatishIITR Thanks sir,,vishveshwariya institute of technology,,NAGPUR,,recommende the same for our city (Akola) internal roads,,,resulting the houses/shops along this roads have gone below the new road by almost 2/3 feet.Sir,a common man hardly builds his home once in his life time,,that too got disturbed by these heighted roads,plus the additional 8/10" height of drain slab.These roads life is 30yrs,,again the riad authorities will increase it height,,hiw shall a common man lift his hard earned home.
@@maheshchaudhari3987 Your concern in quite logical and well founded. IRC 58 is applicable to the roads where daily commercial traffic is more than 450. I do not know the traffic condition on Akola roads, but my understanding is that the internal roads of a city should be designed as per IRC:SP:62
@@SatishIITRpl specify,,, commercial vehicles,,,there is traffic but only 2 wh,,auto,,passenge cars light vehicles,,heavy vehicles are resticted by girders grouted in between pavements,,yet this design adopted. Was it not possible to excavate deep & than acquire tee required thickness,,as to match the previous height of bitumen road,,,which was funded by world bank & of best quality ever seen.
@@maheshchaudhari3987 Any vehicle having laden weight of 3 ton is categorised as commercial vehicle. Bus, truck, mini trucks and mini buses are the examples. I cannot comment on your second point as I have no idea of site conditions.
Sir, incase the modulus of rupture of concrete is increased and transverse joint spacing is reduced, this directly reduces the total stress and the design becomes "safe". Can this be done?
The stress equations given in IITRIGID software are for 4.5 m spacing between the transverse joints. The behaviour of slab will change if you change this spacing. Yes, increasing Modulus of Rupture will reduce the thickness of the slab
Sir CVPD is 10vehicles, but the total gross weight of the vehicle is 50 tonnes(but design wheel load is 5tonnes), and width of the road is 6m, how to design this road. 1. Can we provide the longitudinal joint or not. 2. suggested Spacing of transverse joint 3. Can we provide the dowel bars and tie bars 4. What about expansion joint Please give me the suggestion sir
Since cvpd is just 10 vehicles per day, it should be designed as rural road (IRC SP 62). for a road width of 6 m, take slab size 3x3 and there will be no requirement of longitudinal joint. Transverse joints will be at 3 m. Dowel bars are not required for such a low traffic.
Sir design wheel load is 5tonnes or 50kN for low volume roads but in the above problem 50tonnes gross weight of vehicle. Is there any conversion of vehicle damage factor for rigid pavements of different axle loads. 2. If width of road greater than 4.5m need to provide the longitudinal joint or not sir 3. Mentioned that slab size 3mx3m then it is to provide the longitudinal joint sir
@@rohit111091 download from here docs.google.com/spreadsheets/d/1rGjgNSn4na0D9E5xtD8iwLbhpr1AKJtX/edit?usp=drive_link&ouid=104340323223105810378&rtpof=true&sd=true
Sir, I Biswajit Karmakar, from Dakshin Dinajpur, West Bengal, work at Gram Panchayat. Our Gram Panchayat level Cement concrete road pavement maximum width 3.00m and minimum 1.5m, average *2.40m*, base course used SBFS, (course aggregate Pakur varities) Concrete Grade *M20*, which are lower Traffic road Sir, please provide a design in Excel sheet for thickness of road.(a Excel sheet provide which is M30 and password protected)
Sir through your videos you are covering very important topics in highway engineering. Sir if possible please upload videos on solved examples in IRC 37: 2018.
In my video on IRC:37, I have explained the method with solved example. Please watch
Thank for vedio.... clear Cristal explanation.....
Thanks. Please share the link with your friends also.
Very nice explanation
Thanks for liking. Please share the link with others also.
Thankyou Sir for covering all aspects of Highway Engineering
Thanks, please share the link with your known persons.
Thanks for sharing 👍 please prepare one video on detailed traffic survey for pavement design
Ok, noted
Thank You so much sir for your Valuable lectures. please also make Lecture to how to design the Excel sheet for Low volume concrete road.
design of excel sheet is purely a different subject area. you have to micro programming in Excel.
Excel program - which is very simple with intuitive interface for Design of cc pavement as per IRC SP 62 is available at ua-cam.com/video/jXdRHa6A8Ek/v-deo.html
These are really wonderful videos. Just one request from my end if possible pls share PPT of these videos. Thank you so much for taking these efforts!!
Thanks, keep watching and share the link with friends and colleagues.
Thank you for this incredibly insightful and well explained lecture .your efforts in simplifying complex concepts are commendable.looking forward to more enlighten content from you sir. Sir can you please share excel sheet. Vinod kumar
Thank you so much for your appreciation.
Try this link to download the sheet
docs.google.com/spreadsheets/d/1rGjgNSn4na0D9E5xtD8iwLbhpr1AKJtX/edit?usp=drive_link&ouid=104340323223105810378&rtpof=true&sd=true
Sir this xcell sheet not opened as this is asking ur permission.
Very well explained sir. A pertinent topic. If possible, please make some lectures on construction practices for different types of pavements with some discussion on case studies and/or economic aspects.
Thanks for watching. Please share the link with your friends and students also. will try to make video on construction aspects also.
@@SatishIITR Thank you sir. 🙏
Thankyou so much sir for this video. Sir if possible can you do a video on analysis of concrete pavement by kenpave software
will try.
Thank you so much sir for your valuable lectures.
It is nice to note that you liked it. Share the link with your friends also.
Thank you very much sir for this value able video. Please provide the excel sheet for design of low volume roads.
will send to you. These excel sheets come along with IRC code also.
Very nice explained, sir pl send Excel spreadsheet ,
Thanks, keep watching
Thank you very much sir for this Valuable lecture. Please provide the excel sheet for the design of low-volume roads.
Let me check if I have. I took help of one of my students to make that part of the video.
Thank u very much sir plz bring lecture series on IRC sp 20
OK
Thank you sir for such knowledgeable sessions. Please kindly provide the excel sheet.
Ok
Sir what is level tolerance in cement concrete and bituminous pavement & what is the importance of level tolerance ?
Level tolerance is basically allowance for poor workmanship. This is the variation in longitudinal and cross profile of the road from that shown on the drawing.
I need excel sheet of design of Low volume Rigid pavement road 3,75 m. Please help me as you have shown in this video.
will email you.
@@SatishIITRi too need the excel sheet ...
Sir very wel explained thank you....
1. But in case-2 when traffic is between 50-150 CVPD what does alternatively 100mm thickness cementitious layer means is it base layer over subbase of 100mm or directly base layer over subgrade without Subbase layer.....similarly in case -3 200mm cementitious layer
2.Also what this cementitious layer made of is it M20 concrete??
1. It means you can either use either 75 mm thick WBM layer over 100 mm of granular material OR a 100 mm thick cementitious granular layer directly on subgrade.
2. Cementitous layer may be of any material like lime-flyash concrete or dry lean cement concrete or any other stabilised layer satisfying the condition of UCS.
@@SatishIITR Thank you so much sir
@@SatishIITR Thank you so much sir
@@pramukhn8622 my pleasure
Thank you so much sir
Most welcome
Sir, would you kindly share me the excel sheet. Thank you. Please keep uploading more on IRCs.
Ok
Sir, for case 2, how is correction factor c has been calculated in this excel?
Three cases are considered depending uon the ratio L/l
If it is
Slab thickness as per IRC 58-2000,,,,, ARE THEY PRACTICLE FOR CITY INTERNAL ROADS,,,how much above should it be as compared to previous road.pl reply,
IRC 58 should not be used to design internal roads of a city. This code is for high volume roads (NH, SH and MDR) only.
@@SatishIITR Thanks sir,,vishveshwariya institute of technology,,NAGPUR,,recommende the same for our city (Akola) internal roads,,,resulting the houses/shops along this roads have gone below the new road by almost 2/3 feet.Sir,a common man hardly builds his home once in his life time,,that too got disturbed by these heighted roads,plus the additional 8/10" height of drain slab.These roads life is 30yrs,,again the riad authorities will increase it height,,hiw shall a common man lift his hard earned home.
@@maheshchaudhari3987 Your concern in quite logical and well founded. IRC 58 is applicable to the roads where daily commercial traffic is more than 450. I do not know the traffic condition on Akola roads, but my understanding is that the internal roads of a city should be designed as per IRC:SP:62
@@SatishIITRpl specify,,, commercial vehicles,,,there is traffic but only 2 wh,,auto,,passenge cars light vehicles,,heavy vehicles are resticted by girders grouted in between pavements,,yet this design adopted. Was it not possible to excavate deep & than acquire tee required thickness,,as to match the previous height of bitumen road,,,which was funded by world bank & of best quality ever seen.
@@maheshchaudhari3987 Any vehicle having laden weight of 3 ton is categorised as commercial vehicle. Bus, truck, mini trucks and mini buses are the examples. I cannot comment on your second point as I have no idea of site conditions.
Sir, incase the modulus of rupture of concrete is increased and transverse joint spacing is reduced, this directly reduces the total stress and the design becomes "safe". Can this be done?
The stress equations given in IITRIGID software are for 4.5 m spacing between the transverse joints. The behaviour of slab will change if you change this spacing. Yes, increasing Modulus of Rupture will reduce the thickness of the slab
Reliability?
60 % reliability is recommended for low volume roads
Sir could you please share the spreadsheet. Also can you please upload video on Low Volume flexible pavement design
Yes, working on FP also.
Great Explanation sir Plz send excel sheet
Thanks. Keep watching
Please share IRC SP62-2014
Sharing of PDF file of any document is the voilation of copyright. Buy it from IRC
@@SatishIITR how to buy
Sir CVPD is 10vehicles, but the total gross weight of the vehicle is
50 tonnes(but design wheel load is 5tonnes), and width of the road is 6m, how to design this road.
1. Can we provide the longitudinal joint or not.
2. suggested Spacing of transverse joint
3. Can we provide the dowel bars and tie bars
4. What about expansion joint
Please give me the suggestion sir
Since cvpd is just 10 vehicles per day, it should be designed as rural road (IRC SP 62). for a road width of 6 m, take slab size 3x3 and there will be no requirement of longitudinal joint. Transverse joints will be at 3 m.
Dowel bars are not required for such a low traffic.
Sir design wheel load is 5tonnes or 50kN for low volume roads but in the above problem 50tonnes gross weight of vehicle. Is there any conversion of vehicle damage factor for rigid pavements of different axle loads.
2. If width of road greater than 4.5m need to provide the longitudinal joint or not sir
3. Mentioned that slab size 3mx3m then it is to provide the longitudinal joint sir
sir, thanks for ur explanatory video, can u send the excel sheet sir,
My excel sheet is not working now. It got corrupted. Sorry to disappoint you 😔
Thanks sir very helpful and can you please share the Excel
OK.
Sir please share the excel file
Sir can I get pdf of irc code and specifications for use construction of such type of road..
circulation of pdf file of IRC code is not permitted by law.
Thank you so much sir. That is very nice presentation. can you send me a copy of excel sheet.
Thanks Haider, I will send you through email.
sir please provide drive link of the excel sheeet that you are using
will send you privately.
Can wehave this excel sheet
sure.
Thank you sir. May I get the excel sheets..
Let me check if I have. I took help of one of my students to make that part of the video.
@@SatishIITR any update sir..
@@Dani_4_Christ Send an email,
Sir Please share the excel sheet used in this design
OK, will provide you the link
@@SatishIITR Thank you very much sir
@@SatishIITRsir waiting
@@rohit111091 download from here
docs.google.com/spreadsheets/d/1rGjgNSn4na0D9E5xtD8iwLbhpr1AKJtX/edit?usp=drive_link&ouid=104340323223105810378&rtpof=true&sd=true
Sir please provide me the link to download the spread sheet which you're using
Pls provide all IRC in hindi medium
Yes, I am trying to remake these videos in Hindi.
Can you share your excel sheet please
of course, but on email
Thankyou sir, please provide excel sheet
Thanks sir🙏🙏 for providing exel sheet
I have shared the link, you can download
Sir Please share the Excel Sheet to me@@SatishIITR
Sir can u plz share the excel sheet
will see if I have these excel sheets in my store. I made this video when I was in CRRI, and took help of one scientist there.
Sir, I Biswajit Karmakar, from Dakshin Dinajpur, West Bengal, work at Gram Panchayat.
Our Gram Panchayat level Cement concrete road pavement maximum width 3.00m and minimum 1.5m, average *2.40m*, base course used SBFS, (course aggregate Pakur varities) Concrete Grade *M20*, which are lower Traffic road
Sir, please provide a design in Excel sheet for thickness of road.(a Excel sheet provide which is M30 and password protected)
download excel sheet here. It is not protected.
drive.google.com/drive/folders/1sanbiS_4kJ61PdtsAwcRdHTp2gXPXL2I?usp=drive_link
Sir Thanks
can you mail excel sheet sir
sure
Sir please provide excel sheet
OK
Kindly share excel sir..
Ok
Sir please share the excel file .thanku
can send to you on email
@@SatishIITR thank you sir.should i share my email id?
@@mehedialikhan1130 yes, send an email to me
@@SatishIITR sir i have sent you my email id will please send the excel sheet.thank you in advance.
@@mehedialikhan1130 sent
Thank you very much sir for this Valuable lecture. Please provide the excel sheet for the design of low-volume roads.
Thank you so much. Keep watching
OK, will upload soon
Thank you so much sir
Most welcome
Thankyou very much sir
Most welcome