Raybell v. State

496 P.2d 559, 6 Wash. App. 795, 1972 Wash. App. LEXIS 1245
CourtCourt of Appeals of Washington
DecidedApril 25, 1972
Docket498-2
StatusPublished
Cited by31 cases

This text of 496 P.2d 559 (Raybell v. State) is published on Counsel Stack Legal Research, covering Court of Appeals of Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Raybell v. State, 496 P.2d 559, 6 Wash. App. 795, 1972 Wash. App. LEXIS 1245 (Wash. Ct. App. 1972).

Opinion

Pearson, J.

This is a wrongful death action brought by the personal representative of William A. Raybell, Sr., deceased, against the defendant, State of Washington. Ray-bell was killed on August 1, 1969, when the automobile he was driving left State Highway 165 and plunged to the bottom of the Carbon River Canyon in Pierce County. Plaintiff successfully contended to a jury that the state was negligent in maintaining an inherently dangerous highway with inadequate guardrails at the point where decedent’s automobile left the road.

Defendant appeals the $80,000 judgment, contending the trial court erred in submitting the case to the jury in two main respects: (1) there was a failure of proof of primary negligence which proximately caused decedent’s death; and (2) contributory negligence was established as a matter of law.

Since this was an unwitnessed accident, we must first determine whether the circumstantial evidence was sufficient to establish that decedent’s death was proximately caused by the breach of a duty owed to him by the defendant, State of Washington. Then we must determine whether the evidence established decedent’s contributory negligence as a matter of law.

In setting forth the operative facts, we are considering the evidence in a light favorable to the jury’s determina *797 tion and allowing plaintiff the benefit of all reasonable inferences from the relevant circumstances. Papac v. Mayr Bros. Logging Co., 1 Wn. App. 33, 459 P.2d 57 (1969).

The precise reason why Raybell’s vehicle -left the highway was unknown. However, through photographic evidence, by the testimony of an accident reconstruction expert, and by the physical evidence presented, the following plausible explanation of how the accident occurred was presented to the jury by plaintiff’s witnesses.

The scene of the accident was approximately 2,500 feet south of the Carbon River Bridge, some 4 miles south of Carbonado, on State Highway 165. This highway is a narrow, 2-lane asphalt road, with 9-foot driving lanes running generally north and south. At the accident location, the highway is bordered on the east by a sheer 400 to 450-foot drop into the Carbon River Canyon, and on the west by a rocky cliff that rises sharply from the westerly edge of the roadway. The road curves to the west around the cliff and then begins a slight turn back to the east at the accident site. The grade is slightly downhill for an automobile traveling northerly — the direction of Raybell’s travel at the time of the accident. The posted speed limit is 35 miles per hour.

Decedent’s vehicle left the roadway at a point where the roadway perceptibly narrows and at a point where frequent rock slides tumble off the cliff and across the highway.

Prior to February 1, 1967, the state had protected the easterly edge of the roadway with several hundred feet of guardrailing, consisting of concrete posts imbedded in the shoulder at 12-foot intervals, connected by two strands of steel cable. On February 1, 1967, a slide took out the major part of the easterly shoulder of the highway and with it about 180 feet of the guardrail. Instead of attempting to repair the shoulder and install a more permanent protective railing, the state erected a temporary guardrail, commencing some 6 feet north of the last post of the permanent guardrail. This temporary guardrail consisted of a single *798 12-inch steel band attached to wooden posts which were not imbedded in the ground, were not attached to the end of the permanent railing, and were originally supported by rocks and sandbags.

Of necessity, because of the loss of road shoulder, the temporary barricade was appreciably closer to the traveled portion of the highway than the remaining portion of the permanent guardrail to the south. From the photographs, it appears that the south end of the temporary barricade somewhat obstructs and narrows the width of the roadway. Originally, the temporary guardrail was equipped with three flashing lights and delineators to warn motorists of the danger. However, either because of vandalism or ordinary deterioration from frequent rock slides, the warning lights were not present at the time of this accident, nor were there any sandbags supporting the guardrail. It is reasonable to infer that at the time of the accident the railing itself would not have deflected even a slow-moving vehicle. Since there was a gap of some 6 feet between the temporary and the permanent railing, there was no protection at all at the precise point where the danger was the greatest, because of the narrowed roadway. It was at this point decedent’s car left the roadway.

In 1969 decedent was 57 years old, married, with three minor children still living at home. The evidence demonstrated that on the day of the accident he had planned to drive south of Wilkeson on State Highway 165 in his 1961 Mercury Comet station wagon, to seek employment with a logging company. He was in good health and his vehicle was in good condition, with no known defects. He was generally unfamiliar with the highway in that area. It is reasonable to infer that he had passed the scene of the accident some time during the morning of August 1st, proceeding on that occasion in the southbound driving lane, near the rocky cliff abutting the westerly edge of the roadway.

The accident was not discovered until late in the afternoon, when an employee of the state noticed the temporary *799 guardrail tipped onto its face on the east edge of the driving surface. Other physical evidence was presented, by which the jury could reasonably infer that as decedent proceeded northerly the left front fender of his car came into contact with the southerly edge of the temporary guardrail and left the roadway at an angle estimated at 20 degrees to 25 degrees, proceeding through the unguarded area between the temporary and permanent guardrail and into the canyon.

To show the lack of effective warning of the deceptive roadway conditions, plaintiff offered evidence that view of the accident area was obscured because of the curve in the roadway a short distance to the south. The only warnings to northbound vehicles were situated some 1,500 feet to the south. One sign said, “Slide area 2 miles” and another said, “Rocks.” There was no warning of the narrowing of the roadway or of the absence of shoulder or permanent guardrail.

To demonstrate that the absence of a properly installed and maintained guardrail was the cause of decedent’s death, plaintiff introduced evidence through a qualified highway engineer that had a properly designed and installed guardrail been in place, a vehicle leaving the traveled portion of the roadway at the angle of travel of decedent’s vehicle would have been deflected back on the highway at speeds as high as 48 miles per hour. The feasibility of such a guardrail was shown by the fact that the state later installed one in this location and had, prior to the accident, placed such railings in other similarly precipitous places.

This expert also testified that the condition and position of the temporary guardrail constituted an extremely hazardous condition for travelers on the highway.

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Bluebook (online)
496 P.2d 559, 6 Wash. App. 795, 1972 Wash. App. LEXIS 1245, Counsel Stack Legal Research, https://law.counselstack.com/opinion/raybell-v-state-washctapp-1972.