Assume the construction cost as $25,000 per mile, and the cost of maintenance $4,000 per mile, and we have
The line A to the line B as
100 × 25000 + 116.66 × 4000 × 100
6 = 10,277,333, is to
90 × 25000 + 138.46 × 4000 × 100
6 = 11,480,667;
or A is to B as 10.3 to 11.5 nearly, although the line A is ten miles longer than B.
CHAPTER III.
LOCATION.
ALIGNMENT.
57. The broken line furnished by the survey is of course unfit for the centre line of a railroad. The angles require to be rounded off to render the passage from one straight portion to the other easy.
Fig. 26.