[@NK-iy6if]

God bless your soul! You explain the concept so well and make it very clear, thank you so much!

[@Viltho]

first value is missleading it's actually 116753.28 not 1 mil etc. :)

[@pargarm.mahmood9369]

Can you please mention the reference containg the tables you used?

[@ramhari194]

For tandem axle, it is 6000 kips or 12000 kips????

[@Feri9]

at the very end once you changed the axle to tandem shouldn't that number get added to previous one?because you multiplied !

[@douglaslaraafonso2555]

Congratulations! Nice vid!
What book are you using?
do you have the book "Transportation Infrastructure Engineering: A Multimodal Integration" ?
I have this book in portuguese, but i think the exercise about ESAL is wrong.

[@shahidulislamshumon4383]

Please solve this problem for me...
Two lane two way highway street having ADT 4000. If the commercial vehicle is 45% & axle load is 27 kip. Then what will be ESAL value for commercial vehicle in one direction?

[@aldrincruz5066]

hello, is there a table for kN/axle? thanks

[@Love_Cricket24690]

What if I want to know at kips other than 18kips (say @24 kips)

[@hugovalle1111]

Thanks bro. Im in virtual classes because of covid19 and this helped me a lot. Greeting from Central America.

[@daravind12]

is it same formula for indian standard ?

[@katerinmendoza6435]

Thank you so much!

[@singtp]

Pl. correct your calculation. The ESAL for 2 axles is not 1.16 million but 0.116 million

[@angelxd7019]

Muchísimas gracias 😁😁🙏

[@taverntotzaki3452]

Really good example but I think it would be good to explain why tables D4 and D5 where mentioned.
There is no refrence on the terminal serviceability values and how to calculate them.
Again REALLY great work !!

[@sobujsarker455]

❤❤

[@p.3914]

For 2-Axel I found 116,753.28

[@umergameandtech5869]

IS IT AASHTO OR NCDOT

[@Rash412]

Its AASHTO

[@hamzahusenat6883]

can you provide me by the references of your method?! please

[@mando1460]

Refer to the AASHTO guide for design of pavement structures