Westbrooks v. Gordon H. Ball, Inc.

248 Cal. App. 2d 209, 56 Cal. Rptr. 422, 1967 Cal. App. LEXIS 1620
CourtCalifornia Court of Appeal
DecidedJanuary 27, 1967
DocketCiv. 657
StatusPublished
Cited by4 cases

This text of 248 Cal. App. 2d 209 (Westbrooks v. Gordon H. Ball, Inc.) 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
Westbrooks v. Gordon H. Ball, Inc., 248 Cal. App. 2d 209, 56 Cal. Rptr. 422, 1967 Cal. App. LEXIS 1620 (Cal. Ct. App. 1967).

Opinion

CONLEY, P. J.

The widow and daughter of Andrew J. Westbrooks, as his sole heirs, sued the defendant for damages for his alleged wrongful death. The jury brought in a verdict *211 for the defendant. Plaintiffs’ motion for a new trial was denied, and they appealed.

At the time of decedent’s death, the defendant, Gordon H. Ball, Inc., a corporation, was the general contractor constructing the freeway on route 99 in Bakersfield; decedent was an ironworker employed by the Soule Steel Company, a subcontractor. On the morning of his death, Mr. Westbrooks had been working with his steel company crew on the Brundage Lane bridge, a portion of the freeway project, approximately half a mile south of the Palm Street bridge where the fatal injury occurred. The freeway was headed along a north and south route, and there were numerous bridges which crossed the excavated roadway in an easterly and westerly direction. At noon, the decedent was instructed by his foreman to go to the Palm Street bridge area and there to pick up some bolt cutters, which had been left toward the easterly end of the Palm Street bridge by the steel crew on the previous day. Mr. Westbrooks was also requested to take up a collection for a disabled fellow employee of the steel crew from the employees of the defendant at the Palm Street bridge.

After eating his lunch, Mr. Westbrooks left for the Palm Street bridge area at about 12:30; he evidently obtained the bolt cutters before he began to solicit donations, as the instrument was later found in his pickup truck, which had been parked by him near the bridge. He talked then with Donald Wilson, one of defendant’s labor foremen, on top of the bank near the abutment on the west side of the Palm Street bridge. Mr. Wilson and others of that crew contributed; decedent thanked Wilson for the money, turned, and started to descend the slope on the north side of the bridge toward the bottom of the freeway excavation so that he could return to his pickup truck. As Mr. Wilson watched, decedent descended the steep slope, bracing himself as he went. When decedent had gotten half way down the slope, Wilson walked away and did not see the rest of the descent; however, when on top of the bridge, Wilson heard a DW-20 caterpillar tractor below him coming northerly on the westerly haul road at the freeway site; he realized that it was entering the northbound or westerly tunnel chute under the bridge beneath him; Wilson then looked north; he saw decedent in the roadway below and that the DW-20 had come out of the north exit of the chute and was just a few feet from decedent; before Wilson could do anything, the caterpillar tractor, pulling a carry-all and *212 traveling about 20 to 25 miles an hour, hit Westbrooks and crushed him, causing his death that same day.

Several photographs in evidence showed graphically the northern exit of the west opening under the Palm Street bridge through which northbound earth movers—the DW-20’s —traveled, the embankment on the north side of the Palm Street bridge down which the decedent had descended prior to being struck, and the west haul road.

Having excavated the area where the Palm Street bridge was to be built, the defendant caused scaffolding or false work to be put in and continued necessary excavation of soil south of Palm Street; the dirt removed from the excavation was moved by DW-20’s and carry-alls from the area where it was dug in a northerly direction under the Palm Street bridge to the vicinity of California Street north of Palm Street; openings were made for two haul roads underneath the bridge, one on the east side and one on the west side. Forms on top of the bridge were being constructed where the mix would be poured eventually to make a solid concrete roadway across the top of the bridge. The tunnel chute under the westerly end of the bridge was approximately 90 feet in length; along either side of both the east and west openings a concrete strip or abutment was constructed, 18 to 20 inches high, approximately two feet wide and 12 to 14 feet apart. Plywood panels were affixed to the scaffolding part way up the sides of each opening, extending approximately 11 feet upward from the concrete strips; the abutments extended beyond the ends of the plywood for approximately five feet; the plywood panels considerably interfered with a view from, or into, the chutes, but did not completely obscure visibility, which varied with the angle of observation.

The evidence left some doubt whether such plywood construction was used by construction men in similar situations, but Mr. Wilson testified that its employment was a normal procedure. Several reasons were advanced for the use of plywood ; it was said that it was placed so that nothing could fall into the haul road from the sides; that it was installed as a safety measure for drivers to prevent disturbing flicker while moving through the tunnel, particularly during night utilization, and, also, to prevent children, after school and in the evening hours, from playfully throwing clods or wooden blocks at drivers, so that it furnished some protection to both children and workmen.

The DW-20’s consisted of a carry-all with front tractor, a combined unit weighing from 50 to 55 tons when loaded with *213 dirt; the vehicle combination was about ten feet, six inches wide, with the radiator cap six feet, six inches above ground level.

At the time of the accident, earth was being moved from a point about 400 feet south of Palm Street to about two blocks north of the bridge at California Street, or to the Santa Fe Railroad tracks about one-half mile north. Loaded DW-20’s would go north on the west haul road, unload in the north, and return through the east opening under the bridge to obtain another load. If a person were standing on the Palm Street bridge to observe the earth-moving operation, he could see both the loading and unloading of the DW-20’s. It took each combination of vehicles about ten minutes to make a complete round trip, which would equate to approximately six trips per hour. On the day of the accident, three DW-20’s were working during the daylight hours. Since each made its round trip in ten minutes, there was a DW-20 passing northbound, loaded, in the west chute under the Palm Street bridge approximately every 3⅓ minutes.

The record shows, according to the defendant, that all of the workmen in the area had been emphatically warned and instructed to watch out for the traffic on the haul roads.

Other workmen than decedent had previously gone at various times from the top of the west end of the Palm Street bridge down the steep slope from which decedent entered the freeway excavation. The slope at the point was angled at approximately 45 degrees. Barth-moving heavy equipment is a common tool in such work as was being done on the freeway. And decedent, as an ironworker, had been employed in similar construction since 1945, and was familiar with the operations generally necessary in building roads; he had often been around earth movers.

A DW-20 is very noisy in operation, and the sound would be increased when going through a chute under a bridge. DW-20’s make a loud hissing noise, in addition to the rumble of tires; the machines have a turbo charger that turns 45,000 revolutions per minute, and one witness said that when operating it would be noisy as a locomotive passing 10 feet away.

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Cite This Page — Counsel Stack

Bluebook (online)
248 Cal. App. 2d 209, 56 Cal. Rptr. 422, 1967 Cal. App. LEXIS 1620, Counsel Stack Legal Research, https://law.counselstack.com/opinion/westbrooks-v-gordon-h-ball-inc-calctapp-1967.