If BC with is 10m, wmm width is BC width+WMM layer thickness,and GSB layer will be up to subgrade top edge, because it is drainage layer. Please guide properly.
Side pr Road work me jo moram or G.SB or wmm ka level kaise lete hiii...matlb pata kaise krte hi ki moram top hogya ya G.S.B thickness km hi .. please video bana o
Bhai...is video me mene sirf example deke samjhaya he..aap sahi ho sakte he...par i have a doubt side slope may be 1:1 to 1:4 (as per morth) kindly send some specifications if u have...in this video i made a little mistake that is slope i shown is 2horizontal :1 vertical,which should be written 1vertical:2 Horizontal...thanks for comment brother
Sir kuch smjh aaya hai. Mei confused hu. Suppose Ek chainage pr embankment thickness (900 mm) hai aur Dusri pr (1 mtr) h aur third chainage pr (950 mm) h to toe line kaise nikale
![Estimate of Earthwork for Roads [Year 4]](/img/n.gif)
Thank for waching
Box culvert k baare me video banaye
Cross Drainage and Culverts Construction #Pipeculvert #BoxCulverts #Slabculverts: ua-cam.com/play/PLQ2vA2vdJ9a3v1mUNNR6O1KIYAhOFcnTs.html
Sir hame आपका video बहुत ही अच्छा लगा है
Kindly share more as possible
Sir slop per koi video bnana
Yaha pe 4 slope kaise lete h
Goodjoob,sargthank,s😊😊😊😊
Helpfull information
Apne jab gsb ka nikala to to wmm ki thickness add ki magar asphalt ka add kyu nhi kiya
Because we need required max. Width...
Good job sir
If BC with is 10m,
wmm width is BC width+WMM layer thickness,and GSB layer will be up to subgrade top edge, because it is drainage layer.
Please guide properly.
Sir this section is for rural road like pmgsy and low volume road...U r also right sir u can check pmgsy roads cross section
Sir ji gsb dlc side slop 2:1 rahta hay
Please make a cross section video of rigid pavement
Side pr Road work me jo moram or G.SB or wmm ka level kaise lete hiii...matlb pata kaise krte hi ki moram top hogya ya G.S.B thickness km hi .. please video bana o
Bhai BC and WMM ka slope 1:1 ka hota usse 1:2 me nhi hoga
Bhai...is video me mene sirf example deke samjhaya he..aap sahi ho sakte he...par i have a doubt side slope may be 1:1 to 1:4 (as per morth) kindly send some specifications if u have...in this video i made a little mistake that is slope i shown is 2horizontal :1 vertical,which should be written 1vertical:2 Horizontal...thanks for comment brother
Sir kuch smjh aaya hai. Mei confused hu.
Suppose Ek chainage pr embankment thickness (900 mm) hai aur Dusri pr (1 mtr) h aur third chainage pr (950 mm) h to toe line kaise nikale
Bhai vdo bnake ke clear karte he ok
@@HIGHWAYQAQC Ok sir thnx. Jldi bhana video
Sir pqc and dlc ka side slope Kitna hota hai
Total calculation wrong