United States v. Staten Island Rapid Transit Railway Co.

151 F. Supp. 911, 1957 U.S. Dist. LEXIS 3650
CourtDistrict Court, E.D. New York
DecidedJune 14, 1957
DocketCiv. A. 13987
StatusPublished
Cited by2 cases

This text of 151 F. Supp. 911 (United States v. Staten Island Rapid Transit Railway Co.) is published on Counsel Stack Legal Research, covering District Court, E.D. New York primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
United States v. Staten Island Rapid Transit Railway Co., 151 F. Supp. 911, 1957 U.S. Dist. LEXIS 3650 (E.D.N.Y. 1957).

Opinion

BYERS, District Judge.

This cause involves an alleged breach of the Safety Appliance Act, 45 U.S.C.A. § 1 et seq., on the part of the defendant in connection with a movement of freight cars in its St. George Yard on Staten Island on September 16,1953; the question for decision is whether that operation was so conducted as to incur the penalty which the Government seeks to exact, by reason of the failure of the defendant to cause the air brake system to be coupled from the engine to the freight cars being moved.

The complaint alleges two causes, a westerly movement from about the Yard Office to the plant of the U. S. Gypsum Company, of empty cars, and the reverse movement from that plant back to the Yard Office of a string of loaded cars and one empty.

The precise question is whether a train movement or a switching movement was involved in each instance — if the former, the penalty has been incurred; if the latter, it has not.

There are no contested questions of fact presented by the record.

The statute and order involved are:

Section 9, which deals with the necessity for the use of power or train brakes as to not less than 50%. of the cars in a given train to be used and operated by the engineer of the locomotive drawing such trains.

The Interstate Commerce Commission duly issued an order dated June 6,' 1910, increasing the 50% requirement to 85%.

It has been authoritatively decided that in construing the Safety Appliance Act, it is required to ascertain the essential nature of the work being done, in order to determine whether under given circumstances a train movement, or switching movement is disclosed in the evidence.

See United States v. Chicago, B. & Q. R. Co., 237 U.S. 410, 35 S.Ct. 634, 59 L.Ed. 1023; Louisville & Jeffersonville Bridge Co. v. U. S., 249 U.S. 534, 39 S.Ct. 355, 63 L.Ed. 757; United States v. Great Northern R. Co., 9 Cir., 73 F.2d 736, certiorari denied 295 U.S. 752, 55 S.Ct. 833, 79 L.Ed. 1696; United States v. Northern Pacific Ry. Co., D.C., 121 F. Supp. 397.

The present factual situation may be conveniently recapitulated as follows:

(1) The defendant’s railroad property involved is clearly shown on U. S. Exhibit 1, which portrays the St. George Yard running from east to west along the northerly shore of Staten Island, terminating at the western end at a point west of the U. S. Gypsum plant, which lies north of the right of way. It will be seen that the tracks here involved curve to the left or south as a string of cars are moved in the westerly direction.

(2) The distance traversed by these cars is agreed to be 6,010 feet, namely the distance between the Yard Office and the place at the U. S. Gypsum plant where the westerly movement came to an end.

(3) The motor power was furnished by a 1,000 h. p. diesel locomotive No. 489; in the westerly movement there were 3 box cars and 8 hopper cars, all empty— of these, two cars were being pushed ahead by the diesel and nine were being pulled behind; in the easterly movement there were 9 loaded hopper cars, 1 empty box car and 1 loaded box car — of these, one box car was behind the diesel and the others were being pushed ahead.

The empty cars were left at the Gypsum plant, and the second movement was of cars, nine of which had been loaded there. The loaded cars, on reaching the Yard Office, were weighed and then routed as their several destinations required.

(4) On each movement the diesel was equipped with an automatic brake but there was no air brake connection between it and any of the cars being moved.

However, each car was properly equipped with air brake hose and connections so that if required, the air brake system would have been effective as to the entire string.

[913]*913(5) There is no grade involved, since the entire stretch of track is practically level.

(6) There is no crossing, highway or otherwise, between the Yard Office and the Gypsum plant, namely, between Stations No. 41 and 51 as shown on, U. S. Exhibit 1. The public was not admitted to the part of the St. George Yard here involved.

(7) The cars moved at a speed of 5% to 6 miles an hour, which was customary in this Yard in the conduct of such an operation.

(8) There are industrial plants on the northerly side of the defendant’s tracks between the Yard Office and the U. S. Gypsum plant, namely, that of Brighton Materials and those called the Jim Ball and Octagon Process plants, all of which are connected by sidings with the defendant’s tracks, and switches which control access thereto.

(9) It was the practice of the defendant in conducting such a movement as the westerly one in this case, to include cars intended for one or more of those plants; in such an instance one or more cars would be detached and placed on those sidings, thus interrupting the movement to the Gypsum plant; such movements were switching and not train movements, and the Safety Appliance Act requirement here involved, would not, then apply.

(10) On the westerly movement, these cars came to a full stop at the entrance to the main track at the coal dock lead (estimated at 1,700 feet from the Yard Office) and the brakeman lined up the switch for the movement.

(11) In neither movement was any main line track crossed.

(12) No passenger train moved on any of the tracks here involved.

(13) These movements were performed entirely by switching crews, namely, a crew of five, consisting of a conductor, an engineer, a fireman and two trainmen.

(14) In each movement there was a man stationed on the lead car to observe conditions and, if necessary, to signal the engineer to stop.

(15) There were no other trains of any kind on these tracks at any time during the movements here involved.

(16) These respective cuts of cars could be brought to a full stop by the operation of the automatic brake in the diesel, within from sixty to seventy feet; while if the air brakes had been coupled, the same result would have been accomplished in a distance of from fifty to sixty feet. In other words, the air brake connection would have brought either cut to a stop within a shorter distance of ten feet than was possible with the equipment actually employed.

(17) The automatic brake was of sufficient capacity to hold either of these cuts of cars at a full stop.

(18) Each freight car here involved was equipped with a hand brake.

(19) Both movements involved in this case were entirely within the St. George Yard of the defendant.

(20) There has been no accident of any kind in this Yard for the past thirty years, prior to which time no records are available.

(21) According to the defendant’s rules, a train is thus defined: “An engine or more than one engine coupled with or without cars displaying markers.”

No marker was carried by any car in either of the cuts involved in this case.

Comment.

Free access — add to your briefcase to read the full text and ask questions with AI

Related

United States v. Seaboard Air Line Railroad Company
258 F.2d 262 (Fourth Circuit, 1958)

Cite This Page — Counsel Stack

Bluebook (online)
151 F. Supp. 911, 1957 U.S. Dist. LEXIS 3650, Counsel Stack Legal Research, https://law.counselstack.com/opinion/united-states-v-staten-island-rapid-transit-railway-co-nyed-1957.