Greeting you Sir Here one question to me you known the value of SN4 through 9000ib/in² but you put or consider as SN1 in calculation or in Geometry I think we should take the value of resiliance modulus 450000ib/in² to get SN1 for Asphal concrete or wear course please correct me..?
Nice video.... thank you for uploading
this is amazing work! I have my exam tomorrow and your videos on flexible and rigid design completely cleared up all confusions I had.
There Is lack of legit work on transportation on youtube. Plz continue sir. Thank you
thank you sir from Namibia
it Outstanding lecture and better explanation sir.
Great Sir Good Explanation
Thank you doctor , from Iraq
ur voice resembles with one of the bollywood actor i cannt remember his name alas!!!!!!!!
Great sir.
Plz deliver lectures on 'FAA Airport pavement Design'. And also on 'analysis of pavement'. Thank you
Great sir ♥️♥️♥️
Greeting you Sir Here one question to me
you known the value of SN4 through 9000ib/in² but you put or consider as SN1 in calculation or in Geometry
I think we should take the value of resiliance modulus 450000ib/in² to get SN1 for Asphal concrete or wear course please correct me..?
Sir you took value of SN1 2.6 by passing line of resiliance modulus value 31000 for surface course but it show value of CBR for base
have any is code for aastho
Great sir..
can add lecture worksheets
thank you sir
Thanks sir.
This is just reading of Ashto PDF file