Umberger v. Koop

72 S.E.2d 370, 194 Va. 123, 1952 Va. LEXIS 213
CourtSupreme Court of Virginia
DecidedSeptember 10, 1952
DocketRecord 3948
StatusPublished
Cited by17 cases

This text of 72 S.E.2d 370 (Umberger v. Koop) is published on Counsel Stack Legal Research, covering Supreme Court of Virginia primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Umberger v. Koop, 72 S.E.2d 370, 194 Va. 123, 1952 Va. LEXIS 213 (Va. 1952).

Opinion

delivered the opinion of the court.

B. C. Umberger instituted this action against Charles T. Koop to recover damages to his tractor-trailer truck that collided *126 ■with. Koop’s automobile which was being driven by his wife. Koop filed a cross-claim to recover damages to his automobile and for personal injuries sustained by him. The trial court entered judgment on the jury’s verdict for $8,000 in favor of defendant on his cross-claim.

Plaintiff concedes that the evidence is sufficient to convict the driver of the truck of negligence, and states his contentions thus: “The two main questions involved are first, whether Koop, the cross-claimant, was guilty of contributory negligence as a matter of law, barring him from recovery, and, second, the proper construction of the Virginia Motor Code in regard to stopping before entering a highway from a side road. ’ ’

The collision occurred about 8:00 p. m. on May 5, 1949, in or near the intersection of State Routes Nos. 101 and 100-Y, in Pulaski county. Route No. 101, formerly the old Lee Highway, is a main arterial highway, protected by stop signs, and runs approximately east and west. Route No. 100-Y is the connecting link between the new Lee Highway and Route No. 101. The intersection of these two highways is in the shape of the letter “Y,” and they merge at the apex of the “Y.” Route No. 100-Y extends slightly northwest from the point of the merger, and from the same point Route No. 101 extends slightly to the southwest. Each of the two highways is approximately 20 feet wide west of the apex, with gravel shoulders three feet wide. At the point of merger the hard surface is approximately 40 feet wide and gradually narrows to a width of 28 feet at a point 100 feet east of the merger, which is conceded to be the point of collision. There was a stop sign on Route 100-Y approximately 123 feet west of the merging point of the two highways.

Koop testified that he was sitting beside his wife as she drove east .on Route 100-Y, and, as they approached the merger, her view to the east was unobstructed for more than 200 yards. She stopped at the stop sign, entered the intersection in second gear, crossed it traveling from 10 to 15 miles per hour, and was proceeding east on her right side, in the east-bound traffic lane, on Route 101, when he suddenly saw the headlights of the truck approaching from the east immediately in front of him. The force of the impact knocked him unconscious and he did not regain consciousness until he was en route to the hospital in Pulaski.

S. C. Shelton, “investigator” for the State police, testified *127 that he reached the scene approximately 30 minutes after the collision. He observed the vehicles locked together where they came to rest, half of the automobile being on the hard surface and the other half on the southern shoulder. The tractor was standing on the hard surface at an angle with the trailer, blocking eastbound traffic. Skid marks of the dual wheels of the tractor-trailer indicated that it had skidded a distance of 20 feet before the collision, and had driven the automobile backward at a five-degree angle 46 feet. Other marks on the highway indicated that the point of impact was 100 feet east ’of the apex of the “Y,” 223 feet from the stop sign on Route 100-Y, 18 feet 4 inches from the edge of the northern shoulder, and 9 feet 8 inches from the edge of the southern shoulder. Part of Shelton’s cross-examination concerning the skid marks of the dual wheels of the truck was as follows:

‘ ‘ Q. So at that point could you tell us approximately how far from the s,outh shoulder of the highway the skid marks from the tractor or from the trailer was the point at ‘B’ which you have designated on Exhibit E. H. M. No. 1? (the plot).
“A. There was no mark left on the road by the tractor that indicates its position at the time of impact.
“Q. What about the dual skid?
“A. The dual skid, itself, was to the left of the center of the highway.
“Q. How far to the left?
“A. It looked to he just about straddling. Let’s see. The truck would be a maximum width of seven'feet. It would be three and a half feet to the left of that center line.
“Q. So the dual skid marks at point were approximately three and a half feet south of the line which has been designated as the center line of 101 and about six feet from the south edge of the paved portion of the highway which at that point was twenty-eight feet wide?
“A. As well as I could determine, that is correct.”
The witness stated that the “bumper of the truck was on top of the engine of the car causing the whole weight of the truck to force the car down, breaking it down and blowing the two front tires out at the same time and digging it into the hard surface. ’ ’

Prank Malone, operator of plaintiff’s truck, testified that *128 as he came by Draper’s Ferry, be shifted from the “overdrive.” to the “4th gear,” because the drizzling rain had made the road “slick,” and he wanted to avoid applying his brakes on curves. Immediately after he crossed the bridge over a branch several hundred yards to the east of the “Y” intersection, he saw the lights of automobile; as it approached the intersection, it slowed down as if it were going to stop, but did not. After defendant’s automobile entered the intersection, and when the vehicles were 150 feet apart, he realized that the operator of defendant’s automobile was not going to stop. As he approached the intersection, traveling at approximately 35 miles per hour, he dimmed his lights as he was meeting defendant’s automobile, but did not apply his brakes until the vehicles were 75 feet apart, because he thought the operator “would go on to her side of the road.” When the vehicles collided, he had “practically stopped” the truck.

While the foregoing testimony of the truck driver, in the main, is corroborated by the testimony of Ira Earheart, a relief driver sitting in the cab, it is not in accord with the physical facts upon which both parties agreed. According to the Standard Tables of Speed and Stopping Distances of Motor Vehicles, a vehicle being operated at the rate of 10 to 15 miles per hour, travels 14 to 22 feet per second and, with proper brakes, can ordinarily be stopped in from 5.5 to 12.5 feet; one being operated at 35 miles per hour, travels 51.3 feet per second, and can ordinarily be stopped in 68 feet, after brakes have been applied. It follows that it required more than 10 seconds for defendant’s automobile to be driven from a standing position at the stop sign to the point of impact, a distance of 223 feet. During the interval,-plaintiff’s truck would have to be driven more than 500 feet to collide with defendant’s automobile at the point of impact. The fact that the truck, with brakes on, struck the automobile, weighing two tons, traveling 10 to 15 miles per hour, with such force that it drove it back in the opposite direction a distance of 46 feet, does not indicate that the truck was “practically stopped” at the moment of collision.

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

Related

Davenport v. English Construction Co.
66 Va. Cir. 77 (Roanoke County Circuit Court, 2004)
Medina v. Hegerberg
427 S.E.2d 343 (Supreme Court of Virginia, 1993)
Graddy v. Hatchett
353 S.E.2d 741 (Supreme Court of Virginia, 1987)
Underwood v. City of Radford
234 S.E.2d 253 (Supreme Court of Virginia, 1977)
Nicholaou v. Harrington
231 S.E.2d 318 (Supreme Court of Virginia, 1977)
Barham v. Virginia National Bank
142 S.E.2d 569 (Supreme Court of Virginia, 1965)
Citizens Rapid Transit Company v. O'Hara
128 S.E.2d 270 (Supreme Court of Virginia, 1962)
Pond v. Hoffler
191 F. Supp. 469 (E.D. Virginia, 1961)
Gammon v. Hyde
103 S.E.2d 221 (Supreme Court of Virginia, 1958)
Brown v. Damron
89 S.E.2d 54 (Supreme Court of Virginia, 1955)
Conrad v. Thompson
80 S.E.2d 561 (Supreme Court of Virginia, 1954)
Friedman v. Morris
209 F.2d 886 (Fourth Circuit, 1954)
CHAIGHEAD v. Sellers
76 S.E.2d 212 (Supreme Court of Virginia, 1953)

Cite This Page — Counsel Stack

Bluebook (online)
72 S.E.2d 370, 194 Va. 123, 1952 Va. LEXIS 213, Counsel Stack Legal Research, https://law.counselstack.com/opinion/umberger-v-koop-va-1952.