Garcia v. Hoffman

212 Cal. App. 2d 530, 28 Cal. Rptr. 98, 1963 Cal. App. LEXIS 2876
CourtCalifornia Court of Appeal
DecidedJanuary 30, 1963
DocketCiv. 7013
StatusPublished
Cited by15 cases

This text of 212 Cal. App. 2d 530 (Garcia v. Hoffman) is published on Counsel Stack Legal Research, covering California Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Garcia v. Hoffman, 212 Cal. App. 2d 530, 28 Cal. Rptr. 98, 1963 Cal. App. LEXIS 2876 (Cal. Ct. App. 1963).

Opinion

COUGHLIN, J.

This is an appeal by the plaintiff from a judgment in favor of the defendant in an action to recover damages for injuries resulting from an intersection collision between automobiles driven by them respectively.

As grounds for reversal, the plaintiff contends that the court erred in rejecting demonstration evidence and striking part of the testimony of an expert witness, elicited on cross-examination, which related to the subject of the demonstration; also erred in refusing to give certain instructions; and that the evidence is not sufficient to establish the defense of contributory negligence.

The subject collision occurred in a rural area in Riverside County, at the intersection of River Road and Pulaski Street. On December 15,1958, prior to the collision, Cornelius Edward Hoffman, hereinafter referred to as the defendant, was driving easterly on River Road and the plaintiff was driving northerly on Pulaski. At the place in question River Road is a 20-foot paved highway with a 9-foot dirt shoulder on the north and a 7-foot dirt shoulder on the south; for the purpose at hand, may be described as extending in an east-west direction; and as it approaches the subject intersection is downgrade with varying elevations. Pulaski Street to the north of River Road is a public street 24 feet in width, of which 18 feet is paved; and to the south of River Road is a 10-foot private, dirt roadway used by the public, which, at point of entry onto River Road is 2 feet below grade. There is a stop sign on Pulaski as it enters the north side of River Road, but no stop sign thereon as it enters the south side of *533 that road. As a motorist driving easterly on River Road approaches its intersection with Pulaski, he goes down a rather steep grade for more than 1,000 feet, during which time he can observe the traffic to the south on Pulaski; enters a depression or dip the crests of which are approximately 700 feet apart; is unable to see the intersection and its approaches during the time he is in this dip; then goes over a rise and onto another downgrade; and, at a point about 288 feet from the intersection, his view thereof is restored and thereafter remains unobstructed. A driver going northerly along that part of Pulaski Street south of River Road is able to see traffic on the latter as it approaches the dip, and also from the time it leaves the 288 foot point on down to the intersection.

At the time in question, the defendant was traveling easterly on River Road at a speed variously estimated between 50 and 80 miles per hour; came out of the dip and immediately applied his brakes when, at the 288-foot point he saw the plaintiff, who, he testified, was then approximately 15 feet south of and approaching the intersection on Pulaski. The automobile that the defendant was driving left skid marks of varying lengths on the pavement, traveled from the southerly half of River Road, which was his right half of the roadway, into the northerly half thereof; went into a broadside; turned over; and collided with the automobile driven by the plaintiff, the front end of which was in the northerly half of River Road at a point approximately lá feet west of Pulaski Street.

Errors Re Demonstration Evidence aisid Order Granting Motion to Strike

Each side introduced expert testimony to establish the defendant’s rate of speed, based upon the tire marks which his automobile left on the pavement. The right rear wheel thereof left a tire mark 217 feet in length; the right front, a mark 79 feet in length; the left rear, a mark 72 feet in length. These marks varied in composition. Some, and parts of some, appeared to be made by locked wheels; others, or parts thereof, appeared to be made by wheels in motion; some were made by the automobile as it was going into or was in a broadside, and others were made before that time; a part or all of some of them were comparatively straight, while a part of some is curved; parts of the two right wheel marks were south of the center of the roadway and the remaining parts thereof were north of the center; those_ made by the two left wheels were all north of the center of the roadway; and, at one point the *534 mark made by the right front wheel was intersected by that made by the left rear wheel.

Upon objection by the defendant, the plaintiff was denied the right to place in evidence the results of a demonstration which, among other things, would show that the driver of an automobile of the kind and model driven by the defendant, traveling easterly on Biver Boad at 65 miles per hour down and through the dip and up and over the rise at the east end thereof, stopped within 214 feet immediately after sighting another automobile 15 feet south of the intersection on Pulaski Street and, in doing so, left a 166-foot locked right wheel skid mark. The demonstration in question also included similar tests at speeds less than 65 miles per hour, and without leaving any skid marks.

Subsequently, the plaintiff elicited from a defense expert witness, on cross-examination, the opinion that an automobile, such as the one in question, going 65 miles per hour over the subject highway would require 235 feet of braking distance, including one locked rear wheel, to bring it to a stop; that, assuming such circumstances and also assuming that the locked wheel was the right rear wheel, it was not possible for such automobile “to come to a complete stop in 166 feet of skidding distance”; and that, including reaction time in the foregoing examples, the automobile in question could not be brought to a stop within 214 feet. The expert also testified that the speedometer reading of an automobile does not relate its true speed for the purpose of making tests to determine speed from braking distances, and the ability to stop upon applying brakes over a designated distance at a designated speed. The defendant objected to the cross-examination which elicited the foregoing information upon the ground that it was immaterial to the issue at hand, and was being conducted for the purpose of laying a foundation that would authorize the introduction of the demonstration evidence to which the court previously had sustained an objection. The trial court overruled the defendant’s objection, but reserved to him the right subsequently to move to strike. Thereafter the defendant made such a motion, urging the grounds advanced in his original objection, and the court granted the same. Subsequently, the plaintiff again offered to prove the results of the braking tests which heretofore had been outlined. This offer was rejected.

The plaintiff cites the refusal of the court to permit him'to *535 introduce the results of such tests, and the order striking the foregoing cross-examination, as prejudicial error.

Testimony relating the results of experiments concerning a disputed material fact should be admitted only if the conditions under which the experiments were made are substantially identical to those out of which the disputed fact arose (Beresford v. Pacific Gas & Elec. Co., 45 Cal.2d 738, 748 [290 P.2d 498, 54 A.L.R.2d 910]; People v. Ely, 203 Cal. 628, 632-633 [265 P. 818]), should be of that character which will clarify rather than confuse the issue at hand (People v.

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Cite This Page — Counsel Stack

Bluebook (online)
212 Cal. App. 2d 530, 28 Cal. Rptr. 98, 1963 Cal. App. LEXIS 2876, Counsel Stack Legal Research, https://law.counselstack.com/opinion/garcia-v-hoffman-calctapp-1963.