State Ex Rel. Chicago Great Western Railroad v. Public Service Commission

51 S.W.2d 73, 330 Mo. 729, 1932 Mo. LEXIS 478
CourtSupreme Court of Missouri
DecidedJune 10, 1932
StatusPublished
Cited by19 cases

This text of 51 S.W.2d 73 (State Ex Rel. Chicago Great Western Railroad v. Public Service Commission) is published on Counsel Stack Legal Research, covering Supreme Court of Missouri primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
State Ex Rel. Chicago Great Western Railroad v. Public Service Commission, 51 S.W.2d 73, 330 Mo. 729, 1932 Mo. LEXIS 478 (Mo. 1932).

Opinion

*731 WHITE, P. J.

The appeal is from a judgment of the Circuit Court of Cole County affirming an order to the Public Service Commission. The State Highway Commission filed its application, June, 1930, Lo effect an overhead crossing over the track of the Chicago Great Western Railroad between Beverly Junction and Weston, in Platte County. The Chicago Great Western comes from a northeasterly direction, crosses Bee Creek, and then curves around to the south along and near Bee Creek until it reaches Beverly Junction. The location of proposed crossing is about a piile north of Beverly Junction. Bee Creek curves around to the west and runs along the west of the track for about half that distance. A highway, Route 45, called a traffic relief route, proposed by the Highway Commission, comes from the west beginning at the Buchanan County line, and connects with Route '92 at Beverly Junction. It passes through the town of Weston which is four or five miles to the northwest of Beverly Junction. Weston had a population of about 2,000 people and it was estimated that from 1,500 to 4,000 cars would pass along this highway when completed.

The evidence presented by the Highway Commission tended to show that a grade crossing of the railroad at that point was impracticable: that the sight distance was short, only 50 to 100 feet, and to increase that sight distance would be very expensive. The cost of the overhead structure as estimated by the highway engineers would be $20,-128.90 and the approaches would be $11,613.53, with a reinforced concrete crossing. By order of the Public Service Commission the cost was apportioned half to the Railway Company and half to the Highway Commission.

The commission in its report summarized the evidence fully and correctly. After stating the place and course of the proposed road, the report says:

“The proposed highway is on a new location, and it is impossible to obtain a traffic count, but it is estimated that Route No. 45 will carry between 2,500 and 4,000 vehicles each day after completion.
“The track which will be crossed, is the main line of company *732 between Chicago, Illinois and Kansas City, Missouri. The company operates four passenger trains at speeds of 45 to 55 miles per hour, and from five to seven freight trains at speeds of 30 to 45 miles per hour, each day, over the points of proposed crossing.
“The testimony shows that Bee Creek parallels, the track in the vicinity of the crossing, and that a county road also parallels the track to a point approximately 500 feet west of the point of proposed crossing. Said road then abruptly turns across the track at grade and continues into the town of Beverly. The State Highway Commission proposes to construct an approach between Route No. 45 and the county road that will allow travelers on said road to use the highway from the connection into Beverly. It is stated that the grade crossing will then be unnecessary and may be closed. ’ ’

In relation to the claim of the company that the highway might have been constructed on the other side of the railroad between it and Bee Creek, the report said:

“Bev'erly is approximately one mile from the point of proposed viaduct, and the evidence shows that the land in this vicinity is exceedingly rough, that Bee Creek flows to within 40 or 50 feet of the company ’s right-of-way; and that a location of the highway as suggested would be difficult of construction, subject to overflow, subject to great maintenance costs due to the stream, and introduce considerable added curvature in the highway.”

The commission further discussed the facts as follows:

“The evidence further shows that if a grade crossing were established at the point of proposed viaduct, a traveler on the highway could not see more than 100 feet in either direction along the track until practically upon same.
“In view of the facts relative to the topography of the country in this vicinity, and the evidence of the State Highway Commission’s locating engineer relative to the consideration of a number of locations and the adoption of the one proposed as being the most practicable and economical, the- commission is of the opinion that the proposed point of crossing is the only one that it should consider. A grade crossing would undoubtedly be extremely hazardous, and engineers of both the applicant and the defendant testified to this fact. ’ ’

In regard to a contention of the company that a creosote Wooden structure, which could be built for $5,800, would be more economical, the commission called attention to exhibits on file before it, showing ■ that many railroads in the State use creosoted bridges to carry trains and vehicular traffic and then said:

“The evidence shows that the State Highway Commission has adopted concrete construction, such as proposed herein, as a standard; that all of the bridges built by it are of said standard; and that said *733 standard was adopted after study of practices in other states, and for the reason that it requires little if any maintenance, and has an indefinite life.”

And further:

“In considering whether concrete or creosoted timbers should be used in the proposed structure, the commission must consider the method in which the Highway Commission secures its funds for construction work. It does not receive funds from an established business and with regularity but must depend upon bond issues and the desire of the people of the whole State. It is common knowledge and is admitted that concrete construction has an indefinite life, barring accidents or poor construction, while creosoted timber construction has a rather definite life under varying conditions of use and location. It is general practice among railroads and others to replace timber structures with concrete and steel structures just as rapidly as they deteriorate or as it is financially possible, due to the ever present fire hazard and its consequent stopping of traffic, and the cost of maintenance and of frequent inspections.”

The Public Service Commission then ordered that the Highway Commission be granted permission to construct the reinforced viaduct as applied for, and make the necessary changes in telegraph and signal lines, and that the company be given permission to abandon the grade crossing at a point approximately 500 feet west of the proposed viaduct.

After its motion for rehearing was overruled the company sought by certiorari to have the court review' the proceeding with the result mentioned.

Appellant does not deny that there was substantial evidence to support the finding of the commission. It presents only technical and legal objections to the conclusions.

I. Appellant relies upon the proposition that the Public Service Commission had no authority to locate the road in question or to consider questions in connection with the demands for it or the reasonableness of it, and therefore no question regarding the necessity, propriety or expediency of the overhead crossing whs properly before the commission for consideration.

In City of Kirksville v.

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51 S.W.2d 73, 330 Mo. 729, 1932 Mo. LEXIS 478, Counsel Stack Legal Research, https://law.counselstack.com/opinion/state-ex-rel-chicago-great-western-railroad-v-public-service-commission-mo-1932.