Methods for Earthwork Computations

Cover Methods for Earthwork Computations
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% Distance out = '-- = 70. 0 ft.
T3 Elevation = 70. 0 X f - 6 = - 40. 0 ft. , the negative sign being used because the point (B f in Fig. 69) is in the fill.
CHAPTER V.
THE CORRECTION FOR CURVATURE.
129. The Cross-Sections. When the road-bed is curved, it is customary to measure the cross-sections in radial planes, instead of at right angles to the chord, then computing the volume as though the solid were straight, and applying a correc- tion for curvature.
Thus, in Fig. 75, where P is the cent
...er of the curve, the arcs CjC/, LL' and RR' are the center and the side lines, respectively, of the road- bed, the radius PC l is R, and the length of the chord C/7/ is L. The cross-sec- tions are measured in the radial planes PC l and PC/, A, B and A', B / being the points where the side slopes meet the surface. Hence, if AA / and BB / are the lines cut from the surface by the side slopes, the required volume is bounded horizontally by ABB'A f .
130. The Two Methods of Computing the Correction for Curvature.


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