Calley v. Boston & Maine Railroad

33 A.2d 227, 92 N.H. 455, 1943 N.H. LEXIS 114
CourtSupreme Court of New Hampshire
DecidedJune 1, 1943
DocketNo. 3399.
StatusPublished
Cited by2 cases

This text of 33 A.2d 227 (Calley v. Boston & Maine Railroad) is published on Counsel Stack Legal Research, covering Supreme Court of New Hampshire primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Calley v. Boston & Maine Railroad, 33 A.2d 227, 92 N.H. 455, 1943 N.H. LEXIS 114 (N.H. 1943).

Opinion

Marble, J.

Since the bridge in question was a railroad crossing within the meaning of section 1 of chapter 249 of the Public Laws (R. L., c. 299, s. 1), it was the duty of the defendant railroad to keep it in a reasonably safe condition for public use. Pierce v. Railroad, 83 N. H. 466, and cases cited. How far compliance with a detailed administrative order constitutes a defense in actions of this kind need not be determined, for the order on which the railroad here *458 relies is couched in general terms and merely provides “that the proprietors of the Northern Railroad and the proprietors of the Boston & Maine Railroad, as lessee of the Northern Railroad, shall construct a bridge over the tracks of the Northern Railroad at this point which shall be safe and suitable for highway travel over it.” 10 N. H. P. S. C., 487, 488.

It was not the original intention of the Commission, acting on the petition of the town for the relocation of the highway, to make any order whatever relating to the construction of the bridge. The chairman of the Commission, answering a letter received from the law department of the railroad, wrote on December 29, 1925, as follows: “We also notice that you refer to the commission making an order directed against the proprietors of the Northern Railroad. We had not planned to make any order in this case, provided the railroad was willing to go along voluntarily and construct this bridge without an order.”

Apparently, the Commission, in approving the working plans of the bridge, was not particularly concerned with the type of curb or railing erected, since in the same letter the chairman declared: “As previously stated to you, so long as the railroad constructs a bridge which is safe and adequate in width and dimension to properly accommodate the travel of the highway, and is not constructed in such a way as to obstruct the view to the highway travel approaching the bridge, the commission would not be critical as to the design of the bridge and the material entering into its construction.”

Certain alterations in the plans were suggested by the bridge engineer of the State Highway Department, but none of these suggested changes related to the curb or railing. No formal written approval of the plans was ever entered on the records of the Commission. The informal preliminary approval (accorded in point of fact by the Highway Department rather than by the Commission), followed by a formal and final order merely requiring the railroad to construct a bridge “which shall be safe and suitable,” did not, in our opinion, relieve the railroad from liability for negligent construction. See McGettigan v. Railroad, 268 N. Y. 66. See also, Hayes v. Company, 86 N. H. 486. Cases on the subject are collected in 49 Harv. Law Rev. 843.

The case of Cozzi v. Hooksett, 84 N. H. 530, on which the railroad relies, is inapplicable. The act there construed (P. L., c. 89, s. 2) expressly provides that a standard railing erected by a town “shall *459 be held” to be sufficient if approved by the State Highway Department. The Public Laws, effective at the time of the accident, contain no provision immunizing railroads from liability for faulty construction in cases where the construction has received Commission approval.

The bridge was one hundred and twenty-nine feet in length and twenty-seven feet in width. The railing or “open fence” was designed “just to indicate the side of the bridge” and to “stand up against” the wind. The curb comprised a wooden “guard stick” or “wheel guard, ” approximately nine inches high, which ran along the base of the fence, its purpose being “to deflect a wheel that’s driven over the bridge parallel to the wheel guard.”

It could be found that the speed of the car when it entered the bridge and commenced to skid was only twenty miles an hour. The car did not go swiftly through the fence but remained suspended for a few seconds (long enough, in fact, for the driver to turn off the ignition) before it fell to the ground below. There was expert testimony to the effect that a slightly higher curb would have prevented the accident. The question of the railroad’s causal negligence was for the jury.

The bridge engineer for the State Highway Department testified that the bridge conformed to the requirements of the department for a bridge of that kind. He further testified that these requirements were “merely something for a guide” and that a nine-inch curb was the “minimum requirement which in the opinion of these engineers is safe.” He testified without exception that pipe railings were maintained on some wooden bridges and stated, subject to exception, that “step-back curbs” were specified by the American Association of State Highway Officials for bridges with concrete floors, carrying “approximately the same travel as the bridge . . . under consideration.” The evidence excepted to was offered “to test the witness’s knowledge as to curbs and the element of safety.” What safety required was a question of fact under all the circumstances of the case. Kelsea v. Stratford, 80 N. H. 148, 152; Pierce v. Railroad, 83 N. H. 466. The evidence was admissible for the purpose stated. Speares Sons Co. v. Railroad, 80 N. H. 243, 244; Romani v. Railroad, 81 N. H. 206, 208; Bridges v. Company, 85 N. H. 220, 224.

The railroad excepted to the refusal of the court “to withdraw the issue of the claim of negligence on account of the railings in contrast to the curb.” Reliance on the curb alone was not justified *460 as a matter of law. The jury could properly find that a railing designed merely to withstand the force of the wind was inadequate and that a somewhat stouter structure would have prevented the accident. Clark v. Hampton, 83 N. H. 524, 527, and cases cited. The jurors were correctly instructed that the test for them to apply was “whether the curb and railing in question were such as the ordinary man would maintain at that place, taking into consideration the kind and amount of travel over the bridge or crossing.” See Richmond v. Bethlehem, 79 N. H. 78, 80; Kelsea v. Stratford, 80 N. H. 148, 152.

The railroad, seeking to apply to the situation the rule announced in Shea v. Railroad, 88 N. H. 462, requested the court to charge that if the bridge when built was reasonably adequate, the jury could not find the railroad negligent even though subsequent changes in the volume and mode of highway travel had rendered the bridge inadequate. The principle of the Shea case was not involved. The Presiding Justice informed the jury that the railroad “had no duty to maintain the approaches to the bridge and had nothing to do about the location of the bridge” and .that with respect to the bridge itself, the claim of the plaintiffs suing the railroad was “that the so-called curb and railing were not sufficient.”

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

Related

Torre v. Harris-Seybold Co.
404 N.E.2d 96 (Massachusetts Appeals Court, 1980)
Lemery v. O'Shea Dennis, Inc.
291 A.2d 616 (Supreme Court of New Hampshire, 1972)

Cite This Page — Counsel Stack

Bluebook (online)
33 A.2d 227, 92 N.H. 455, 1943 N.H. LEXIS 114, Counsel Stack Legal Research, https://law.counselstack.com/opinion/calley-v-boston-maine-railroad-nh-1943.