Lynn v. Department of Highways

9 Ct. Cl. 127
CourtWest Virginia Court of Claims
DecidedJune 13, 1972
DocketNo. D-398
StatusPublished
Cited by1 cases

This text of 9 Ct. Cl. 127 (Lynn v. Department of Highways) is published on Counsel Stack Legal Research, covering West Virginia Court of Claims primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Lynn v. Department of Highways, 9 Ct. Cl. 127 (W. Va. Super. Ct. 1972).

Opinion

DUCKER, JUDGE:

Claimant, Norma Lee Lynn, also known as Norma Lee Martin, alleges damages in the sum of $250,000 by reason of injuries received and medical expenses incurred by her as the result of a collision of the automobile, in which she was riding, with a concrete pillar alongside State Highway 61, known as the South Side Expressway adjacent to the parking lot at the Chesapeake and Ohio Railway Station in Charleston, West Virginia, at about 12:30 a.m. on May 17th, 1969.

The evidence shows the respondent was at the time of the accident engaged in construction and converting the South Side Expressway from a two lane highway into a four lane road, making two lanes for traffic each way, and that the claimant was a passenger in a 1961 Chrysler automobile driven by Robert Eugene Martin, and on the evening of May 16th, Martin after having been at work for approximately fifteen hours drove to their jointly occupied home in Kanawha City (East Charleston), reached his home about eleven o’clock that night, and then with claimant drove through the South Side Expressway and on to a drive-in on the Sissonville Road (Route 21) to get something to eat, and thereafter they returned to the Expressway after passing through the intersection of the same with Thayer Street. They proceeded eastward on the Expressway to about the west end of the C & O parking lot, and while passing or about to pass a tractor-trailer truck traveling in a westerly direction the automobile collided with a concrete pillar adjacent to the curb of the eastbound traffic lane, heavily damaging the automobile which burst into flames and seriously injuring the claimant.

[128]*128The claimant bases her claim, in substance, upon the allegation that the Department of Highways was negligent in not requiring the Appalachian Electric Power and the Contractor, the Mountain State Construction Company, to remove or adequately safeguard with lights or warning devices the concrete pillars abutting the highway from which pillars the electric lights therein had been removed, that the traveled portion of the highway filled with holes and out of repair created a dangerous hazard to the driving public, and that proper warning devices were not maintained to protect the public, all amounting to such negligence of the Department of Highways in all such aspects of the case as to be the cause of the accident.

The respondent filed a motion to dismiss the claim on the ground that the contractor had agreed to hold the respondent harmless from all claims relating to the road construction work, but this Court denied the motion on the basis that the State could not by any agreement avoid the consequences of a non-delegable duty.

The claimant entered into a settlement in a suit in the Common Pleas Court of Kanawha County on this claim as to the liability of the Mountain State Construction Company, the Chesapeake and Ohio Railway Company and the Appalachian Power for the total sum of $27,000, but left pending in said Court her claim against the City of Charleston. The settlement was only by way of compromise and did not admit liability on the part of any of the parties, expressly denying the same. These cases do not affect the question of liability of the respondent, except that the amount of the settlement would be a credit upon any award made in this case.

In considering the question of liability on the part of the respondent in this case, we will review the facts as to the several aspects of the claimant’s basis of her claim.

It is undisputed in the evidence that the car was being driven between forty and fifty miles an hour, sometimes stated as being between forty-five and fifty. Martin, the driver of the car, said he did not see any speed or danger signs on the highway. The evidence of the respondent is positive and unequivocal that there were not only 25 roñe an hour signs but also signs showing construction ahead, 2000, 1500 and 1000 feet respectively. The witness, Martin, also testified he drove through this section of the highway three or four times a week and knew of the construction work being done at the [129]*129place of the accident. He said he never saw the barrels which divided the area for the construction of an additional two lanes for westbound traffic. While it is not probable, it is possible that the age of the car and the reputation of Martin in his driving may have been factors worth consideration in the matter, namely, that the car had been purchased for $150, and had been driven seventy to seventy-five thousand miles, and the driver had had several experiences in other accidents involving reckless driving and “hit and run” charges.

The claimant bases her case primarily upon her allegation that there was a steel grated catch-basin or drain along the paved part of the road into which the right front wheel of the automobile in which claimant was riding dropped down sufficiently to throw the automobile against the curb of the C & O parking lot property and then against a concrete pillar adjacent to the curb. This catch-basin was described as being a 15 inch drain according to the plans and specifications, and otherwise as four or five inches deep by one witness and by another as 3-1/2 inches deep at one end and 5-1/2 inches at the other. The picture exhibit of the catch-basin shows that the road paving at both ends of the catch-basin was somewhat slanted and not perpendicular, thus lessening the impact of a wheel passing over the catch-basin. The catch-basin drop in road could hardly be considered as sufficient to cause the right front wheel of the car to change its course in the road. Depressions in the road such as we have here are encountered in driving and usually without noticeable incident.

The concrete pillar, which was removed after the accident, was described as being 18 to 20 inches square and 3-1/2 feet high, and 2-3/8 to 2-3/4 inches from the edge of the travel portion of the highway. These measurements were made from holes left after the pillar was removed, and are subject to serious question, as the road adjacent thereto was an open traveled highway. No satisfactory evidence of the alleged obstruction was offered. It is inherent in the fact that this was an open, much traveled highway, that the pillars at that location were not in the absence of better proof dangerous obstructions. Claimant’s picture Exhibits 7A and 7B show an additional approximately one foot of hard-surfaced strip of roadway between the usually traveled part of the roadway and the curb at the location of the catch-basin. The width of the road was 10 feet on each side of the center lane, whether that included the additional foot is not clear. The catch-basin was described as being 75 to 80 feet, the exact dis[130]*130tance according to the plans being 84 feet, westerly of the concrete pillar. All of this was approximately 300 yards east or above the Thayer Street intersection.

A quite relevant fact is that immediately prior to the accident and almost simultaneously therewith, Martin saw a tractor-trailer truck traveling in the westbound lane, which he described as having the tire of its front left wheel in and on the center line of the highway at about the time of the passing of his car and the tractor-trailer. How much the main part of the tractor-trailer extended over the wheels is not shown. The width of Martin’s car was estimated at seven feet.

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Related

Caplan v. Department of Highways
17 Ct. Cl. 105 (West Virginia Court of Claims, 1988)

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Bluebook (online)
9 Ct. Cl. 127, Counsel Stack Legal Research, https://law.counselstack.com/opinion/lynn-v-department-of-highways-wvctcl-1972.