Grimes v. St. Louis-San Francisco Railway Co.

106 S.W.2d 462, 341 Mo. 129, 1937 Mo. LEXIS 579
Supreme Court of Missouri·Decided June 21, 1937·Published·Cited by 2 cases

Opinions

Following a verdict of $10,000 for damages, personal injuries and property, John E. Grimes appeals from an order granting the St. Louis-San Francisco Railway Company a new trial.

The case involves a highway-railroad grade intersection accident between plaintiff's southbound automobile and one of defendant's southbound passenger trains at the intersection of Kansas State Highway No. 7 and defendant's tracks approximately one mile north of Columbus, Kansas, on November 23, 1928, about nine P.M.

The trial court sustained defendant's motion for new trial on the ground plaintiff was guilty of contributory negligence as a matter of law. Plaintiff contends, under the facts, he may not be held guilty of contributory negligence as a matter of law; conceding the propriety of the court's action under the Kansas law if he was so negligent. The following Missouri cases, among others, review the Kansas law on contributory negligence: Tate v. Missouri-K.-T. Ry. Co. (Mo.), 93 S.W.2d 873, 876(3); Gersman v. Atchison, T. S.F. Ry. *Page 132 Co. (Mo.), 229 S.W. 167, 169(3, 4); Woodward v. Bush,282 Mo. 163, 174(III), 220 S.W. 839, 842(III); Bollinger v. St. Louis-S.F. Ry. Co. (Banc), 334 Mo. 720, 728, 67 S.W.2d 985, 989(4); Caylor v. St. Louis-S.F. Ry. Co., 332 Mo. 851, 858(3),59 S.W.2d 661, 663(2, 3).

The involved physical facts [consult Tate v. Missouri-K.-T. Ry. Co. (Mo.), 93 S.W.2d 873, 876(2); State ex rel. Kansas City So. Ry. Co. v. Shain (Banc, June 5, 1937), 340 Mo. 1195,105 S.W.2d 915], were: The highway and the railroad tracks, extending practically due north and south, converge and intersect at an acute angle. The highway is practically due north and south. The railroad track is almost due north and south, being a few degrees east of north and west of south, that is, rather northeast to southwest. Both are straight; except that a short distance north of the intersection, the highway makes a slightly perceptible swerve to the west, then, proceeding rather southeastwardly, crosses the railroad track at a greater angle than it would have had it proceeded due south, and, making another slight swerve, continues south. As we read the exhibits, this swerve (sometimes designated turn or curve) north of the intersection was considerably less than the width of the graveled portion of the highway, apparently some less than one-half the width of said pavement. Similar conditions with reference to the swerve existed south of the intersection. The distances between the center of the highway and the center of the railroad track at corresponding distances north of the center of the intersection, as ascertained by actual measurements, are: 139 feet between said center lines at a point 900 feet north of said intersection; 75 feet, 510 feet north; 60 feet, 400 feet north; 47 feet, 300 feet north; 35 feet, 200 feet north, and 22 feet, 100 feet north. From a point approximately 400 yards north of the intersection there are no obstructions to the view between said highway and the railroad track, the country being flat and rolling. Four hundred twenty-seven feet north of said intersection, at the beginning of the upward slope of the west shoulder of the highway, was the usual standard Kansas state highway sign denoting a highway-railroad intersection ahead — a metal disc, divided into quadrants by intersecting lines with the letter "R" in each of the upper quadrants. On either side of the highway was the usual highway drainage ditch. The topography of the country as disclosed by the exhibits shows the surface of the highway and the railroad tracks elevated above the surface of the intervening land, north of the intersection. A view of the west side of the railroad roadbed, rails, etc., may be had from the highway as far (and farther) north of the intersection as the "R R" sign. Like observations to one proceeding south on the highway north of the intersection are available of the railroad roadbed and intervening land immediately south of the intersection. Actual measurements show the level of *Page 133 the railroad tracks to vary between 1.9 feet above the level of the highway 400 feet north of the intersection to .9 of a foot 100 feet north of the intersection. The cattle guards on the railroad north of the intersection, according to the testimony and exhibits, were approximately the length of two box cars, the tender and an engine plus 44 feet north of the center of the intersection. The railroad right of way was fenced; at the cattle guards with a plank or board "wing" fence extending west to the highway line and a like fence for several feet — the length of a plank — north along said line, and thence north with a wooden post and wire fence. Located at the beginning of the upward slope on the east shoulder of the highway and south of the intersection a distance of 60 feet, estimated was the usual railroad cross-arm crossing sign.

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Grimes v. St. Louis-San Francisco Railway Co., 106 S.W.2d 462, 341 Mo. 129, 1937 Mo. LEXIS 579 (Mo. 1937).

106 S.W.2d 462 (Grimes v. St. Louis-San Francisco Railway Co.) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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