Route
The chosen route required a large amount of grading. For the entire length of the line cuts averaged about 40,000 cu. yds. per mile ( per km), and for several miles the road was a succession of cuts and fills. The deepest cut was midway of the line and was deep. Owing to the peculiar holding qualities of the clay in which the cuts were made, the slope of the banks was made ¼ to 1, which is quite in contrast to the practice of 1½ to 1 elsewhere. R. N. Towl, of Omaha was in charge of the construction.''The Omaha & Southern Interurban Railway.''Electric infrastructure
Span trolley construction was employed. The poles, which were of cedar, were spaced apart, and those on one side of the track were high enough to carry high-tension cross-arms. The butts were treated with a tar compound, the bi-product obtained in the manufacture of artificial gas. A lightning arrester was installed every quarter mile. Initially, power was obtained direct from the direct-current power house of the Omaha & Council Bluffs Street Railway Company. As the terminus of the line is from the power house, a booster was employed, which raised the voltage at the power house to 825 Volts. The booster set consisted of two 100-kW Edison bi-polar generators. The winding of the one serving as a motor was unchanged. The voltage of the other has been halved and the amperage doubled by connecting the armature leads so as to give two independent circuits paralleled by the brushes. Plans contemplated a sub-station in South Omaha for the city lines and power for the interurban line to be obtained from this.Operation
An hourly service was ordinarily maintained by one car, but during the summer season three were scheduled to be operated. The cars used were long, seated forty-four people, and were equipped with four G. E. 67 motors. They were maintained in the shops of the Omaha & Council Bluffs Street Railway.See also
* Omaha Southern RailwayReferences