This channel and My week tour channel two of the best if people are interested in technical details and information of how these projects are done. Excellent videos. I commend engineers with passion making such videos. Jai Hind.
Sir ji mje ek baat samjh nhi aati hai. For example hmare wmm ki width 5 m hai to ham peg rod kis tarah or kitne distance pe lgaye jisse hmara paver disturb n ho or hamko full width b milni chahiye wmm ya koi b layer ho..mene bhut logo se pycha kisi ka reply nhi aya Plz plz reply
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.
Many engineers of different states views your video, So please tell the widths in English. Chabbis I don't know but if say Twenty six it is better. You tell all the matter in Hindi, no problem but SG, GSB, WMM, DBM, shoulder width in English. You may tell Hindi and English to satisfy all.
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.
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.
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
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.
Acha explain kiya.
Nice explain bro good job bro
This channel and My week tour channel two of the best if people are interested in technical details and information of how these projects are done. Excellent videos. I commend engineers with passion making such videos. Jai Hind.
thanks a lot for this positive compliment.
@@CivilDesign538 qqqprrfrrrerrrrd
Nice
Sir very good
Very good quality video
keep sharing and Supporting🙏🙏
Thankyou sar
Nice explanation bro
thanks!
Tqs sir
Very very good.
thanks
Thanks sir
keep sharing the channel.🙏
Dgps se road ka top level kaise karege?
Please unh video ka link provide kre
But Your Job is Good
Good Explain overall Process
thanks
Sir 7years supervisor experience sir job ho to btana..
Unpaved shoulder me GSB ke upaar kon kon sa layer aata he?
GSB ke upper fir se Soil kaa filling kiya jata h upto the height of top in the portion of Unpaved Shoulder
Sir Ulta staff se hi qu check karte he depth sida staff ya measuring tape se qu nahi
Sidha Staff me lock kaa groove rehta h jis prr scale nii lggi rehti h staff ko open kroge to aapko smaj aayega
sir dip 200 ka diya to loose ke liye tape kitne per lagate hai
20-35 mm or yeh soil prr bhi Depend krta h.....
That is depth
yea
Tell me Moisture content limit of soil ,wmm , gsb
OMC(Optimum Moisture Content) of Soil=9%
GSB=4.82%
Wmm=5.5%
@@CivilDesign538 tq bro
Sir ji mje ek baat samjh nhi aati hai.
For example hmare wmm ki width 5 m hai to ham peg rod kis tarah or kitne distance pe lgaye jisse hmara paver disturb n ho or hamko full width b milni chahiye wmm ya koi b layer ho..mene bhut logo se pycha kisi ka reply nhi aya
Plz plz reply
pegs hmesa 300 extra leke hi lgaao both side and exact width prr chuna marking krwa do both side.
Sbhi soil ka loose kitna hota hai sir
depending upon type of soil....gravelly type kaa 25 mm hota h....soil containing some % of clay uska 40 mm tkk hota h
In GSB material there is No any Moisture
Plz use Water
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.
Mei bhi esi mien kam kartahu sir Rajasthan Kota 359 Plus 0 10 385 plus 00
good
Sir sariya kitne Mtr par lagate hai
Level check karne ke liye
ittni distance rkho ki grader + full blade nikal jaaye do sriye k beech se
10-15 m
Level kaise dena hai bed ka
By Autolevel
Sir loose kaise nikalte hai
Depending upon type of soil.....its between 30 to 45 mm for normal moorum
Many engineers of different states views your video, So please tell the widths in English. Chabbis I don't know but if say Twenty six it is better. You tell all the matter in Hindi, no problem but SG, GSB, WMM, DBM, shoulder width in English. You may tell Hindi and English to satisfy all.
its okk Bro....surely i will try to fullfill the Requirement of all the Aspirants in both language.
Thanks for suggestion🙏🙏
Keep Supporting.
why boulders used as base course ?
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.
Any english translation?
Will upload a new video in English
How to provide gradient
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?
aggragate base course ka fdt kaise maloom karthe hain
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
Sir loose mmatlab compectuon
no non-compacted. its mean that soil/material would be pressed 40 mm.
Bhai SubGrade Material is Very Bad ..
Please Use Quality Materials
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.
That is camber
what you want to say?