Lehigh & New England Railroad v. Public Service Commission

191 A. 380, 126 Pa. Super. 565, 1937 Pa. Super. LEXIS 441
CourtSuperior Court of Pennsylvania
DecidedNovember 17, 1936
DocketAppeal, 422
StatusPublished
Cited by7 cases

This text of 191 A. 380 (Lehigh & New England Railroad v. Public Service Commission) is published on Counsel Stack Legal Research, covering Superior Court of Pennsylvania primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Lehigh & New England Railroad v. Public Service Commission, 191 A. 380, 126 Pa. Super. 565, 1937 Pa. Super. LEXIS 441 (Pa. Ct. App. 1936).

Opinion

Opinion by

Rhodes, J.,

This case originated in a petition filed with the Public Service Commission wherein Palmerton Business Men’s Association, the Palmerton Board of Trade, and Robert Mader Post, No. 269, American Legion of Palmerton, were complainants, and the Lehigh and New England Railroad Company, the Department of High *567 ways, Lehigh Township (Northampton County), and the County of Northampton were respondents. The complaint averred that the Lehigh and New England Railroad Company maintains an overhead bridge at Lehigh Gap, Northampton County, Pa., upon which the track of the railroad company is carried over state highway route No. 471, and that the underpass is dangerous and inadequate and should be reconstructed or altered for the safety, accommodation, and convenience of the public.

The answer of the Lehigh and New England Railroad Company denied that the underpass was dangerous, and averred that the same had been constructed in accordance with an order of the Court of Common Pleas of Northampton County, and that it had no objection to the reconstruction of said underpass in any manner that might be desired by the Department of Highways provided that no part of the expense incident thereto should be allocated to the respondent.

Hearings were held and testimony taken. The commission found and determined that the crossing of state highway route No. 471 under the grade of the track of the respondent at the point in question was inadequate and dangerous, and that the same should be reconstructed and altered, in accordance with the general plans submitted by the Department of Highways, for the safety, accommodation, and convenience of the public. The commission accepted respondent’s estimate of $49,769 as to the cost of the bridge structure, and the estimate of $33,562.36 of the Department of Highways as to the cost of the road work, making a total cost of $83,331.36.

The commission’s order directed that the improvement be made in accordance with the plan of the Department of Highways; that the respondent furnish all materials and do all the work necessary to complete the construction of the substructure and superstructure *568 of the new bridge; that the Department of Highways furnish all materials and do all work necessary in accordance with its plan for the road work. It was further ordered by the commission that respondent pay the Department of Highways 40 per cent of the actual cost of materials furnished and work done by the department in accordance with the order; that the Department of Highways pay the respondent 40 per cent of the actual cost of materials furnished and work done by the respondent; and that the County of Northampton pay the respondent 20 per cent of the actual cost of materials furnished and work done by it, and pay the Department of Highways 20 per cent of the actual cost of materials furnished and work done by it.

From the order of the commission the Lehigh and New England Railroad Company, the respondent, appealed.

Appellant contends that the order of the commission is unjust and unreasonable. Cost to the appellant will be 133,332.54, or 40 per cent of the estimated cost of the new bridge carrying the railroad over the grade of the highway, and of the cost of the highway improvement work.

The appellant urges upon us that the order of the commission is unreasonable: (1) Because the new bridge is required primarily, if not solely, on account of the increase in through highway traffic, the speed thereof, the grade of the highway, and other physical conditions over which appellant has no control and which it did not create; (2) that the proposed construction will not benefit appellant to any extent whatsoever.

The present underpass was constructed about 1911. The highway approaches the underpass on the southeast side thereof at a grade, having a maximum of 8 per cent, for a distance of about 2,000 feet. The highway passes under the tracks of the appellant at right angles. The clearance of the underpass is 11 feet and 9 *569 inches. It is impossible for two large vehicles to pass in the underpass at the same time; two ordinary automobiles can pass providing the drivers exert considerable caution. The underpass has been the scene of numerous fatal accidents. It is located on state highway route Ho. 471, a distance of 200 feet from the intersection of route Ho. 175, and 1 mile distant from Palmerton, Carbon County. The report of the commission describes the new underpass as follows: “The underpass, as proposed by this plan [Department of Highways’ plan adopted by commission], consists of a single span, solid floor, through plate girder superstructure, supported by concrete masonry abutments, provides a clear span of sufficient width to accommodate a 34-foot roadway and one five foot sidewalk along the south side thereof. The plan provides a minimum vertical clearance of 14 feet over the roadway. A material improvement in the clear sight distances through the underpass is obtained by reduction of curvature of the highway approaches, and by the construction and widening of the paving on the altered portion of the highway approaches, to the general width of 30 feet. The plan also provides for the installation of adequate facilities for effective drainage of the highway, and for lowering the slope grades in the cut in which the approaches are located, for the purpose of overcoming the present tendency of this material to slide down upon the highway.”

Section 12, article 5, of the Public Service Company Law of July 26,1913, P. L. 1374, as amended by Act of July 17, 1917, P. L. 1025, §1 (66 PS §§571-577), confers jurisdiction in such cases as we have before us on the Public Service Commission. It provides (66 PS §571) that the commission “shall have exclusive power to determine, order, and prescribe, in accordance with plans and specifications to be approved by it, the just and reasonable manner, including the particular point of crossing......in which any public highway may be *570 constructed across the tracks or other facilities of any railroad corporation or street railway corporation at grade, or above or below grade ...... to order any crossing aforesaid, now existing or hereafter constructed at grade, or at the same or different levels, to be relocated or altered, or to be abolished.” This section (66 PS §573) also provides that “the expense of the said construction, relocation, alterations, or abolition of any such crossing, shall be borne and paid, as hereinafter provided, by the public service company or companies or municipal corporations concerned, or by the Commonwealth, either severally or in such proper proportions as the commission may, after due notice and hearing, in due course, determine, unless the said proportions are mutually agreed upon and paid by those interested as aforesaid.” The end, intent, and purpose of that section of the act was declared to be “that accidents may be prevented and the safety of the public promoted.” 66 PS §571. The commission has the power, under this section of the Public Service Company Law, to order the reconstruction and relocation of the existing underpass, and to apportion the cost between the appellant, the municipal corporations concerned, and the Commonwealth.

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Bluebook (online)
191 A. 380, 126 Pa. Super. 565, 1937 Pa. Super. LEXIS 441, Counsel Stack Legal Research, https://law.counselstack.com/opinion/lehigh-new-england-railroad-v-public-service-commission-pasuperct-1936.