Surveying

Cover Surveying
Surveying
Willilam Norman Thomas
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=41 cub. Yds. Nearly.
The above correction is added if the centre of the curve lies on the uphill side of the embankment, and subtracted if the centre lies on the downhill side.
Example 2. At a certain section the height of the centre of the embankment in Example 1 is 2 ft.
Find the cross -sectional areas of excavation and filling in at this point, and EARTHWORK CALCULATIONS 341 the corrections to be applied per unit length when the radius of the centre line of the formation level is 500 ft.
Th
...e sidewidth for the embankment portion is by equation (27) ^ u = 23-75 ft. , o while for the cutting portion by equation (29) b b O = 13-75 ft. The area of embankment by equation (16) = i{(7-5 + 2)(23-75 + 20)- 7-5 (15 + 20)} = 76-6 cub. Ft. Nearly.
The area of cutting by equation (17) = i{(7-5-2)(13-75-20)-7-5(15-20)} = 3-1 cub. Ft. About.
The eccentricity of the e. G. For the embankment by equation (24) =4(23-75 + 15- 20) = 6-25 ft. , and the correction per foot run to be added if the curve is concave towards the uphill side of the slope, and sub- tracted if convex.


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