How to Check Subgrade Top Level with Dip and Loose.||  

thanks a lot for this positive compliment.

@@CivilDesign538 qqqprrfrrrerrrrd

keep sharing and Supporting🙏🙏

thanks!

keep sharing the channel.🙏

thanks

thanks

good

20-35 mm or yeh soil prr bhi Depend krta h.....

GSB ke upper fir se Soil kaa filling kiya jata h upto the height of top in the portion of Unpaved Shoulder

For Proper Compaction

During Testing without the proper moisture they won't pass this GSB bed.....so definately we will sprinkle the required amount of water before the checking.

Sidha Staff me lock kaa groove rehta h jis prr scale nii lggi rehti h staff ko open kroge to aapko smaj aayega

its okk Bro....surely i will try to fullfill the Requirement of all the Aspirants in both language. Thanks for suggestion🙏🙏 Keep Supporting.

depending upon type of soil....gravelly type kaa 25 mm hota h....soil containing some % of clay uska 40 mm tkk hota h

pegs hmesa 300 extra leke hi lgaao both side and exact width prr chuna marking krwa do both side.

yea

By Using Sand Replacement Method

@@CivilDesign538 but in lab we use # 4 sieve and aggregate size is bigger ?

in lab Proctor tets is used for compaction. while other test for aggregates are Aggregate Impact Value Test, Crushing Strength Test,Abrasion test,Flakiness, Elongation test.

@@CivilDesign538 I am saying aggregate vase course Ka proctor kaise Karen where we pass material from #4 sieve jab k aggregates is bigger than #4. Sieve this is question

Depending upon type of soil.....its between 30 to 45 mm for normal moorum

By Autolevel

Will upload a new video in English

ittni distance rkho ki grader + full blade nikal jaaye do sriye k beech se

10-15 m

its not like that....it is firstly Verified in Lab itself.....still some Coarser particles would be removed which are out of specified limit by manually or by mechanically.

no non-compacted. its mean that soil/material would be pressed 40 mm.

OMC(Optimum Moisture Content) of Soil=9% GSB=4.82% Wmm=5.5%

@@CivilDesign538 tq bro

Gradient would be maintained in top level all the design level are fixed in gradient here 250 mm rise or fall after every 10m of horizontal distance covered. if your highway Bed is seems to be flat during embankment layers then you have to dump the materials only the half part not the full layer by this way we can also manage the gradient in running layers.

Sir 3000 m runway me Gradient kaise maintain kiya jaata h subgrade se? Ya top surface se?

Base Course Layers Doesn't contains any Boulder.... Even Base Course Layers is Laid from more well graded material not Boulder. Boulder having the size equal to 300 mm and more can't be used in Road Construction even in Embankment formation.

what you want to say?