Martindale v. City of Mountain View

208 Cal. App. 2d 109, 25 Cal. Rptr. 148, 1962 Cal. App. LEXIS 1765
CourtCalifornia Court of Appeal
DecidedOctober 2, 1962
DocketCiv. 19593
StatusPublished
Cited by11 cases

This text of 208 Cal. App. 2d 109 (Martindale v. City of Mountain View) 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
Martindale v. City of Mountain View, 208 Cal. App. 2d 109, 25 Cal. Rptr. 148, 1962 Cal. App. LEXIS 1765 (Cal. Ct. App. 1962).

Opinion

AGEE, J.

This is a wrongful death action brought by the widow and minor children of the decedent, who was killed when he drove a pickup truck over a railroad crossing and was struck by a train. Decedent’s brother is a eoplaintiff, seeking damages for the truck.

The defendants are the City of Mountain View, within whose confines the crossing is located, the Southern Pacific Company and the engineer who was operating its train, and Wilder & J ones, a corporation, the general contractor on sewer construction work for the city.

The appeal is from a judgment entered upon a unanimous jury verdict in favor of all defendants, returned in less than one hour after a 12-day trial.

The accident happened on Saturday, January 12, 1957, about 10:20 o’clock a. m. Rengstorff Avenue runs north and south and is intersected by two sets of railroad tracks, running east and west. Decedent was alone and proceeding north on Rengstorff. As he reached the northerly track, a westbound train collided with the right side of the pickup.

The railroad right of way is 90 feet wide. Vehicles northbound on Rengstorff would have to traverse a distance of 40% feet from the southerly boundary line of the right of way before reaching the southerly rail of the westbound track. The tracks run stright for a mile and a half to the east of the crossing. The width of the crossing is 24 feet and the paved portion thereof is 22 feet wide.

The crossing was protected by two automatic signals, one on each side of the tracks. Each consisted of a standard to which was attached a pair of alternately flashing red lights, a 12-inch circular gong, and the familiar “crossbuck” railroad crossing signs. Each light faced front and back and enabled an approaching vehicle operator to see the pair of red lights to his right, plus another pair to the left on the opposite side of the tracks. An actuating mechanism operated the lights and gongs whenever a train reached a point 3,300 feet from the crossing. All of the testimony was to the effect that these *113 signal lights and gongs were in proper operation at the time in question.

The train’s locomotive was equipped with a “Mars gyro” rotating headlight and two fixed beam headlights, a 60-pound bell and an air horn. All three headlights on the front of the locomotive were burning as the train approached, and the bell attached to the locomotive was in continuous operation.

The city had let a contract to defendant Wilder & Jones which included the installation of a sewer pipe line along the center of Bengstorff. This required the boring of a hole under the railroad tracks in order to insert steel casing pipes into which the sewer pipe itself was to be inserted. It was necessary to dig a hole or a pit in the center of Bengstorff to the south of the tracks in order to get the boring machinery down into a position to do the boring. The pit was dug on January 3 and part of January 4. It extended in a north-south direction for a distance of approximately 32 feet, was from 5 to 7 feet in width, and 10 to 12 feet in depth. The end nearer the tracks was approximately even with the southerly property line of the right of way. The various witnesses gave various estimates of the distance from this end of the pit to the nearest rail, ranging from 18 to 41 feet, but photographs introduced into evidence by both sides show that the pit ended at or very near the southerly line of the right of way.

The boring subcontractor commenced work on Friday, January 4, and started pushing pipe under the tracks on the following day. This work was completed on Tuesday, January 8, and the boring equipment was removed the following morning. Defendant Wilder & Jones then constructed a temporary bulkhead at the northerly end of the pit to prevent a eave-in and to protect traffic southbound on Bengstorff. This consisted of five 2-inch by 12-ineh planks placed side by side in a vertical position. These planks covered the entire width of the pit at that point. They extended up from the bottom of the pit to various heights above the ground level. The most westerly plank extended 7 feet, 4 inches above the pavement, the next three 4 feet, 5 inches, and the most easterly 3 feet, 6 inches.

There were also barriers placed at both sides and the southerly end of the excavation. These were 3 feet, 7 inches in height. Because the work was being done from the easterly side of the excavation, there was a “detour” sign at the southerly side, directing northbound traffic to proceed to the left of the excavation. There was no work being done on the day *114 of the accident, which was a Saturday, and the right or easterly side was clear and of sufficient width to permit its use by northbound traffic intending to cross over the tracks. The only witness who claimed to have seen which side decedent used testified that it was the right side.

Decedent was familiar with the crossing and the construction work in progress. A business owned by himself and his brother was located nearby. The crossing was on the route between such business and the church of which he was the .minister. In fact, at the time of the accident, decedent was en route from the business to the church. The general contractor’s foreman had seen him pass by several times before the accident. On one occasion, he stopped and asked the foreman if he could get some of the excess dirt to use as fill on the church premises. The decedent also had rented a lot on Rengstorif to the general contractor to use for parking equipment.

Decedent’s speed as he crossed over the eastbound track and headed toward the track on which the train was coming was testified to be approximately 10 miles per hour. He never stopped. The truck was struck broadside by the front of the train and carried down the track for a considerable distance.

Theory of Plaintiffs’ Case. Plaintiffs state, in their closing brief: “Plaintiffs’ theory in the case was that the defendants [city, railroad and contractor] were negligent in permitting a dangerous and defective condition to exist, in that the crossing was too narrow [22 feet] and when coupled with the construction work became more dangerous. Further, that the defendants had knowledge of these facts and permitted the dangerous condition to exist without taking greater safety precautions. ’ ’

In their opening brief, plaintiffs also state: ‘ ‘ One of plaintiffs ’ theories was that Reverend Martindale’s pickup went off the roadway due to the narrow crossing, and that he became locked on the tracks.” (Emphasis ours.)

There is absolutely no evidence which would support such a theory. The testimony of the eyewitnesses was that the truck was in motion at all times up to the actual impact and this testimony is uncontradicted. The investigating police officer testified that the point of impact was approximately in the center of the intersection. He stated that he determined this from lateral skid marks, paint scrapings and debris from the truck and by indentures in the right of way crossing. He marked the location of these on the engineer’s diagram used at the trial. Plaintiffs’ counsel then called the officer’s *115 attention to the following notation in his report: “Point of impact was determined by large indentures found on the railroad ties. . .

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Cite This Page — Counsel Stack

Bluebook (online)
208 Cal. App. 2d 109, 25 Cal. Rptr. 148, 1962 Cal. App. LEXIS 1765, Counsel Stack Legal Research, https://law.counselstack.com/opinion/martindale-v-city-of-mountain-view-calctapp-1962.