Hampton v. State Highway Commission

498 P.2d 236, 209 Kan. 565, 1972 Kan. LEXIS 609
CourtSupreme Court of Kansas
DecidedJune 10, 1972
Docket46,376
StatusPublished
Cited by63 cases

This text of 498 P.2d 236 (Hampton v. State Highway Commission) is published on Counsel Stack Legal Research, covering Supreme Court of Kansas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Hampton v. State Highway Commission, 498 P.2d 236, 209 Kan. 565, 1972 Kan. LEXIS 609 (kan 1972).

Opinions

The opinion of the court was delivered by

Foth, C.:

This is a highway defect case under K. S. A. 68-419 in which the jury awarded plaintiff a general verdict of four hundred fifty thousand dollars ($450,000.00) for his personal injuries and the loss of his automobile. The defendant Kansas state highway commission appeals.

The alleged defect involves an accumulation of water in the west-bound lane of a portion of U. S. Highway 56 which, at the time of plaintiff’s injuries, was just south of the limits of the city of Olathe. (It has since been annexed.) The highway here is a four lane east-west road divided by a ten foot median strip. Each [567]*567two-lane portion is twenty-four feet wide and is crowned at the center, so that water will drain both to the edges of the road and toward the median. The median strip has on each side a combined eight inch curb and thirty inch gutter which catches the water and carries it to ditch inlets, which in turn funnel it into drains located in the center of the median.

From a point where the road is crossed by a railroad bridge known as the “Frisco Overpass” it extends west almost 900 feet to a break in the median strip. At the break is a “crossover” which allows access from each pair of lanes to driveways serving manufacturing plants on either side of the highway. A drain is located in the center of the median at each side of the crossover, the two being 100 feet apart.

Two hundred feet east of the crossover is a third drain, located at the low point in the longitudinal grade of the highway. It is on this drain and the surrounding highway that the controversy centers. From the low drain the road rises in each direction, 2?s inches per hundred feet to the west, past the crossover and its two drains, and 3% inches per hundred feet to the east, toward the Frisco Overpass. There are no other drains in this 650 foot easterly stretch. The transition from downgrade to upgrade at the low point is not a sharp one, but is accomplished by a gradual “vertical curve” extending overall some 600 feet, making the grade immediately adjacent to the low drain almost flat.

The longitudinal grade is not to be confused with the drop from the crown of the road to the curb which, at the drain, was 2% inches.

This drain, then, was gathering all water falling between the crown and curb for at least 650 feet to the east and 200 feet to the west in the west-bound lane. It was also serving a similar function for the east-bound lane. It is apparent that if it could not for any reason carry off all of this water as it fell, there would be an accumulation by the drain which could reach a depth of at least 2/é inches at the curb, growing shallower as it approached the crown. The pool thus created would also extend east and west, likewise growing shallower as the longitudinal grade rose. The testimony was that if the gutter and roadway were crown-full the pool would be 373 feet long at the curb. It would, of course, be shorter at the crown.

On August 8, 1967, shortly before 8:00 a. m. plaintiff was on his way to work in his 1965 Corvette. His route took him west on [568]*568the stretch of road described above, where he was traveling in the lane next to the median. It had been raining heavily earlier that morning (just when is disputed) and there was water on the road. He passed under the Frisco Overpass, hit water in the area of the low drain, and obviously lost control of his car.

His left front wheel jumped'the median curb some 88 feet before he got to the crossover; his right wheel followed. Witnesses observed his car in the median — some say spinning — until it hit the drain at the east edge of the crossover. Apparently hitting the depression and ditch surrounding the drain, plaintiff’s car “dipped” and went south into the east-bound lanes.

Oncoming traffic included a 43,000 pound tractor-low boy rig hauling a backhoe. Its driver, going only 25-30 miles per hour, was unsuccessful in avoiding plaintiff’s car. In the ensuing collision plaintiff’s Corvette “exploded” and was knocked back, to come to rest directly over the eastern crossover drain.

Plaintiff himself was thrown from his car at some stage in these events, and was found lying in the road north of its final resting place. He was severely injured, as will be discussed later, and his car was a total loss. He was knocked unconscious, and later retained no memory of the accident itself.

Statutory notice of plaintiff’s claim was duly given in October,. 1967, and this action was instituted on February 23, 1968. For the next year and a half discovery by both sides proceeded apace. Interrogatories were served, objected to, ruled on and answered; depositions were taken; documents were produced; and an amended petition and answer were filed.

■ Of particular significance is an exchange which took place on July 14, 1969, during a skirmish over interrogatories. The defendant was trying to pin plaintiff down on the exact highway defect claimed, insisting that his claims should be spelled out with particularity in the petition. The trial cotut summed up plaintiff’s position this way:

“The Court: Well, it will be considered by the Court that it is the plaintiff’s contention that the highway was defectively designed and constructed,, and that the defects were as follows:
“That the highway was too flat.
“That it had inadequate drains and drainage to provide for the drainage-of surface water.
“That the drainage system was not adequately maintained. And that by reason thereof, undue accumulation of water was upon the highway at the time of the alleged accident.”

[569]*569Further discussion elicited from plaintiffs counsel his contention that the size and location of the drains, their maintenance and the design of the highway “all combine together. In the first place, it is too flat and let me put it this way: If there had been the proper grade then the drains might have been adequate, but taking into consideration all the circumstances that exist on this segment of the highway, there were insufficient drains as well as the drains being improperly maintained, and particularly taking that into conjunction with the fact that the gradient or the road level or grade is too flat and does not provide sufficient runoff so as to utilize the drains and the drainage system.”

On October 3, 1969, the matter was specially set for trial on December 1, 1969, and a pre-trial conference was set for November 24, 1969. This becomes important because on November 5, 1969, plaintiff served a proposed second amended petition, together with a motion for leave to file it. The only change of substance from the first amended petition, under which the parties had been operating for more than a year, was a new paragraph 5:

“5.

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Bluebook (online)
498 P.2d 236, 209 Kan. 565, 1972 Kan. LEXIS 609, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hampton-v-state-highway-commission-kan-1972.