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\fdO'^ - Old Forge Coal Mines

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RAILROAD CONSTRUCTION.<br />

(813)<br />

(814)<br />

See Art. 1454.<br />

See Art. 1455.<br />

(QUESTIONS 8:i3-«72 )<br />

(815) The slope given to embankment is 1^ horizontal<br />

to 1 vertical, and the slope usually given to cuttings is<br />

1 horizontal to 1 vertical. (See Art. 1457 and Figs. 380<br />

and 381.)<br />

(816) The height of the instrument being 127.4 feet<br />

and the elevation of the grade 140 feet, the instrument is<br />

below grade to an amount equal to the difference between<br />

140 and 127.4 feet, which is 12.6 feet. The rod reading for<br />

the right slope being 9.2 feet, the surface of the ground is<br />

9.2 feet below the instrument, which we have already shown<br />

to be 12.6 feet below grade. Hence, the distance which the<br />

surface of the ground is below grade is the sum of 12.6 and<br />

9.2 which is 21.8 feet, which we describe as a fill of 21.8<br />

feet. Ans. The side distance, i. e., the distance at which we<br />

must place the slope stake from the center line, is 1^ times<br />

21.8 feet, the amount of the fill, plus \ the width of the<br />

3 X 21 8<br />

roadway, or 8 feet. Therefore, side distance '<br />

=<br />

-{-8 =<br />

A<br />

40.7 feet. Ans.<br />

(817) The height of instrument H. I. being 96.4 feet,<br />

and the rod reading at the surface of the ground 4.7 feet,<br />

the elevation of the surface of the ground is 96.4 — 4.7 =<br />

91.7 feet. As the elevation of grade is 78.0 feet, the amount<br />

of cutting is the difference between 91.7 and 78.0 = 13.7<br />

feet. Ans.

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