Earthwork Excavation Calculation for Road Work | Road Estimate in Excel
In this Article today we will talk about the Earthwork Excavation Calculation for Road Work | Road Construction Layers | Road Estimate in Excel | Quantity Estimation of Road Work |Earth Work Calculation in Excel | Earth Work | Earthwork Calculation Formula
Earth Work:
Soil is one of the vital construction materials that is applied for the construction of road, embankment , earthen dam. The method of excavating the soil, deliver to the other place and placing it is known as Earthwork. The Quantities of Earthwork differs from millions of cubic meters to 100 cubic meter. Road Construction Layers
Methods of Earth Work:
Earthwork mainly includes the following method:-
Excavation of soil or shifting of the soil.
Loading, transportation and unloading of soil.
Placing and compacting of the soil.
This construction article is presented by the renowned engineer Mr. Engr WASEEM RAJA. In this video, you will learn the detailed process for measuring the earth work in hilly area. At the time of handling with earth work in hilly area, the following three types of situations occur:Earthwork Calculation Formula
Earthwork Conditions in Hilly Areas:
Fully in cutting.
Fully in filling.
Partially in cutting and filling.
Earthwork Excavation Calculation | Road Estimate Partially in Cutting and Filling:
Calculate approximately of earthwork through mean area method in partially cutting as well as filling lengthwise regarding road embankment. Road formation width in plain region is 22 ft as well as side slope in cutting is 1:1 and in filling is 2:1. Formation level at RD equal to 0 is 575.00m. On the part of road upward gradient of 200:1 is suggested. Natural surface levels at different RDs are specified underneath – compute quantity of earthwork for the road?
Reduced Distance
0 (cutting)
100 (cutting)
200 (cutting)
212.50 RD of IMP
300 (filling)
400 (filling)
500 (filling)
N.S.L.
577.65
576.85
576.15
0
575.45
574.65
573.75
F.S.L.
575
575.50
576
0
576.50
577
577.50
Depth (d) F.S.L. – N.S.L.
-2.65
– 1.35
– 0.15
0
1.05
2.35
3.75
Area (A) equal to (a + b/2 x d) (ft2)
65.32
31.52
3.32
0
25.30
62.75
110.63
Note: Download File Link is Available in the Bottom of this Post (Scroll Down)
Specified information:
Top width of road equal to B equal to 22 ft (will be similar in all over the embankment)
Side slope in cutting equal to S1 equal to 1:1 equal to 1
Side slope in filling equal to S2 equal to 2:1 equal to 2
Depth in cutting / Filling equal to 4 equal to Formation level – NSL
Upward gradient slope equal to +g equal to 200:1 equal to 200
Formation level at initial RD equal to FL equal to 575
Since the formation is in a upward gradient (+g) of 200:1, formation width is 22 ft as well as formation level at R.D. equal to 0 is 575 so (specified info)
The boost in formation level equal to Interval/gradient slope equal to 100/200 m equal to 0.50 ft
Earth Work Calculation in Excel | Video Tutorial
Example | Quantity Estimation of Road Work
Given Data:
R.D, N.S,L & F.S.L Readings:
Cross Section of a Road:
3D Cross Section of Road:
Road Cross Section at R.D = 0:
Road Cross Section at R.D = 100:
Road Cross Section at R.D = 200:
Road Cross Section at R.D = 300:
Road Cross Section at R.D = 400:
Road Cross Section at R.D = 500:
Earthwork of Road Embankment:
Intermediate Point of Road Cross Section:Abstract of Quantities for Earthwork Calculation:
Full article on Earthwork Excavation Calculation for Road Work | Road Construction Layers | Road Estimate in Excel | Quantity Estimation of Road Work |Earth Work Calculation in Excel | Earth Work | Earthwork Calculation Formula. Thank you for the full reading of this article in “The Civil Engineering” platform in English. If you find this post helpful, then help others by sharing it on social media. If any formula of BBS is missing from this article please tell me in comments.
Hi! Welcome to my blog. My name is Engr Waseem Raja and I’m the author of TheCivilEngineerings.com. I am a Civil Engineer by profession but I’ve specialized and taken the journey in the field of Quality Engineering. I’ve worked as a Quality Engineer & Manager in the well-known companies in the Gulf region for almost Ten years.
How are you Engr Raja. I have queries, I’m given a D9 Dozar to raise an embankment of 0.7m high from existing swamp area, and required to cut and borrow to fill. How can I do to meat atleast an accessible strength on this situation?
22 Comments
Asalamwalekm waseem sir , i am bridge engineer & I want your help can we talk 7525061993.
you can post your queries in comments i will reply you
Greate
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You write-ups are very educative and informative for a civil engineer like me. I will wish to have a pdf copy of all the civil engineering domains.
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Aslam u alikum dear sir I wana talk you
9419002122 Reyaz Dar
you can post your quarries in comments
How are you Engr Raja. I have queries, I’m given a D9 Dozar to raise an embankment of 0.7m high from existing swamp area, and required to cut and borrow to fill. How can I do to meat atleast an accessible strength on this situation?
Super sir
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Waseem Raja ji, could find the download link for the excel file for the road earth work
i will upload soon
Best way
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want to using them
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Hi Can we get to the Excell file,? appreciate your detailed explanation
I will try to upload later
Dear Sir. From where to download the excel file. I am helpless
Im interesting
Can you explain how to calculate volume for curved prismoid?