Design of Flexible Pavements for low volume roads, IRC:SP:72-2015, Pavement thickness & composition

Low volume roads, design of low volume roads, subgrade CBR, categories of traffic for low volume roads, Thickness design as per AASHTO guide for low volume roads, assessment of traffic for low volume roads, Assessment of Subgrade strength CBR, commercial vehicles, Equivalent Standard axle load, vehicle damage factor, traffic growth rate, computation of traffic for design of low volume roads, Average Annual Daily Traffic, Lean season traffic, peak season traffic, ESAL applications, standard axle load, Break-up of commercial Vehicles for low volume roads, traffic categories, subgrade classification, Subgrade Strength Class, pavement design catalogue for low volume roads, Pavement Design Catalogues for Cement treated bases and sub-bases. Bituminous Surface Treatment for low volume roads.
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[@butcher7765]

Respect++ Thanks a lot Sir

[@SatishIITR]

Thank you so much. Keep watching and share the link with your friends also

[@muhammadaqeeldar6044]

CBR of Non-Plastic Soil is 28.091/D60 not 75/D60. You wrote wrong numerator for CBR of Non-Plastic Soil.

[@SatishIITR]

Yes, it is 28.091 and not 75. Thanks

[@malikpriya8797]

Wow extremely good

[@SatishIITR]

Thanks. Keep watching

[@er.niteshkamal8161]

Sir I m not understand un example 2 of VDF
8 16 value is from where we have to take.
Thank u for very nice explanation sir

[@SatishIITR]

8.16 ton is the standard axle load in India

[@mridulaus1470]

Sir, I'm having a lot of doubts regarding the video.. how can I contact you?

[@SatishIITR]

you can write to me an email.

[@RanjanKumar-li1gv]

🙏🙏🙏🙏🙏

[@SatishIITR]

Keep watching

[@monishanc09]

How to find out hcv and mcv

[@SatishIITR]

Full size trucks and buses are kept in the category of Heavy Commercial Vehicles (HCV) and tractor trailer and medium size trucks are kept in MCV.

[@monishanc09]

Sir in this code book last one prblm is given in that hcv they have taken as 9 and mcv as 38
I am not getting how thy got that

[@SatishIITR]

@@monishanc09 Given data is like this. Total ADT = 761, HCV = 9 and MCV = 55. Now calculated ADT is 531, and therefore HCV will be 38 and HCV = 6, reduced proportionatly. I hope it is clear now.

[@monishanc09]

Okie sir tqsm I got it
I have one more question how will We get esal as 16.35

[@SatishIITR]

@@monishanc09 HCV = 6, MCV = 38, assume equal proportion of laden and unladen vehicles and take VDF values from table given in Section 3.4.4.
2.86x3+0.34x19 = 15.04 for laden vehicles
0.31x3 + 0.02x19 = 1.31 for unladen vehicles
15.04 + 1.31 = 16.35

[@ramnivas734]

One on DBM

[@SatishIITR]

OK. will do soon.

[@prakashg1130]

🙏🙏🙏🙏🙏

[@SatishIITR]

Keep watching.