Lewis v. American Hoist & Derrick Co.

20 Cal. App. 3d 570, 97 Cal. Rptr. 798, 1971 Cal. App. LEXIS 1201
CourtCalifornia Court of Appeal
DecidedOctober 14, 1971
DocketCiv. 35911
StatusPublished
Cited by17 cases

This text of 20 Cal. App. 3d 570 (Lewis v. American Hoist & Derrick Co.) 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
Lewis v. American Hoist & Derrick Co., 20 Cal. App. 3d 570, 97 Cal. Rptr. 798, 1971 Cal. App. LEXIS 1201 (Cal. Ct. App. 1971).

Opinions

Opinion

DUNN, J.

Plaintiffs Wayne Lewis and Harl Fry were employed by Charles J. Rounds Company as a crane operator and pile driver, respectively. On June 28, 1963, they and fellow employees were engaged in constructing a storm drain on South Rexford Drive just north' of West Pico Boulevard in Beverly Hills. Plaintiffs were injured when the boom of a crane they were using collapsed and fell; they filed suit. Their complaint for personal injuries was answered by defendants American Hoist & Derrick Company (herein American;), manufacturer of the crane, Brown-Bevis Industrial Equipment Company (herein Brown or Brown-Bevis), local distributor of American equipment, and MacWhyte Company, a manufacturer of wire rope.

Although plaintiffs’ complaint, as amended, raised issues of negligence, breaches of warranties and strict liability, plaintiffs abandoned the first two theories and proceeded solely on the theory of strict liability in tort. (Greenman v. Yuba Power Products, Inc. (1963) 59 Cal.2d 57 [27 Cal.Rptr. 697, 377 P.2d 897, 13 A.L.R.3d 1049].)

Brown-Bevis filed a cross-complaint against Charles J. Rounds Company (Rounds) and Allied Insurance Company (Allied),1 Rounds’ workmen’s compensation insurance carrier, whereby it sought to reduce plaintiffs’ recoveries of damages, if any, by the amounts of compensation benefits paid [576]*576to them by Allied; additionally, Brown cross-complained against American, seeking to be indemnified by American from plaintiffs’ claims for damages. Thereafter, Allied filed a complaint-in-intervention against American and Brown-Bevis seeking recovery of compensation benefits paid. Ultimately, it, too, based its claim for damages solely upon the theory of strict liability in tort.

The actions by plaintiffs and Allied were severed from the cross-complaint and tried by a jury, resulting in separate verdicts for the intervener and for plaintiffs against American and Brown.2 Brown’s cross-complaint thereafter was tried by the court on the basis of the evidence received at the first trial, plus additional evidence. A judgment therein was entered in favor of American and the other cross-defendants and against cross-complainant Brown.

Brown and American both appeal from the judgment favoring plaintiffs and Allied; Brown also appeals from the adverse judgment on its cross-complaint.

I. American’s Appeal From the Judgment for Plaintiffs

A. Insufficiency of the Evidence

In its appeal, American first contends that the evidence was insufficient to sustain the judgment against it. This requires a summary of the pertinent evidence, ignoring conflicting evidence unfavorable to the judgment and indulging all reasonable inferences favoring it. (Crawford v. Southern Pacific Co. (1935) 3 Cal.2d 427, 429 [45 P.2d 183].)

The evidence discloses that Howard Griffin became American’s regional sales manager in 1959. In the course of his duties he called regularly upon Rounds’ personnel and, over a period of several years, discussed with them Rounds’ prospective purchase of the 75-ton crane involved in this lawsuit. The crane had a 70-foot boom and was mobile, being mounted on a Pierce “wagon,” or carrier, rather than being truck or crawler-mounted.

Brown-Bevis was the exclusive distributor of American’s products in the Los Angeles area but, because Griffin had greater familiarity with his employer’s products, he personally negotiated the sale of the crane to Rounds. Brown personnel made “a call or two” with Griffin regarding the sale and Brown handled the “paper work” for the order but did nothing further prior to the sale.

After the sale was made, the crane was delivered by American in March 1963 to Brown’s yard in Los Angeles where it was partially assembled by [577]*577Brown personnel, then transferred to Rounds’ field yard where assembly was completed by Brown and Rounds’ workmen. Rounds used it initially to lift cement pipe, thereafter moving it to the Beverly Hills storm drain job where Rounds had dug a trench in which to construct a storm drain. Walls of the trench were shored by sinking “H-beam” pilings vertically in the ground along the trench walls. After the cement conduit of the storm drain was poured and hardened, the trench was back-filled with dirt and the crane was then used to pull out the pilings.

Plaintiff Lewis started working for Rounds about April 1, 1963. He was an experienced crane operator and on his first day of employment had been sent to the Brown premises to familiarize himself with the new crane and its controls; thereafter, at Rounds’ field yard, he assisted in getting the crane assembled and rigged with cables for operation. He was the only one to operate the crane. He first operated it to lift the cement pipe and thereafter to pull the pilings at the Beverly Hills job.

There was evidence that the term “tipping capacity” relates to the load a crane can lift before its wheels, to the rear of the boom, start to raise from the ground. An operator becomes aware of the “tipping point” by experience and feel—“by the seat of the pants.” It means the crane will lift no more and if you “continue to raise the back end up” it would “turn the crane over, I guess. I never have tried it.”

The crane was equipped with a capacity, or “rating,” chart which showed the lifting capacity of the crane when its boom was extended to various lengths and set at various angles with the ground, both with and without the crane’s outriggers being extended to attain further stability. When a crane is lifting unknown weights, however, an operator cannot use the chart to determine lifting capacity of the crane in any particular attitude and there was evidence he ordinarily relies on “tipping capacity.” “You don’t know what anything weighs . . . the safety factor ... on your crane is that it will tip before it will come unglued.” In pulling pilings, an operator does not know how much resistance the earth will present to the removal of a piling embedded in it and therefore he relies on the crane’s “tip condition.” There was evidence that this method of crane operation is customary in the trade.

Griffin was aware that Rounds constructed storm drains and planned to use the crane to withdraw pilings embedded in the ground. He had seen cranes operated and had, himself, been a crane operator; he knew when he negotiated sale of the crane that its operator would rely on the crane’s tipping capacity in removing pilings embedded in the ground, and that the operator would detect tipping capacity by the “seat-of-the-pants” approach. [578]*578He testified “that all boom-type mobile cranes are designed and manufactured with a tipping capacity.”

Prior to the accident, Lewis and his crew had encountered several pilings that were difficult to remove. Some of them could be removed by use of a “pulling leg,” an A-frame device that gave greater pulling power. To operate this, the hoist cable of the crane was removed from the boom and run from the crane’s hoist drum to the top of the A-frame, whence it descended and was attached to the piling to be removed.

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Lewis v. American Hoist & Derrick Co.
20 Cal. App. 3d 570 (California Court of Appeal, 1971)

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Bluebook (online)
20 Cal. App. 3d 570, 97 Cal. Rptr. 798, 1971 Cal. App. LEXIS 1201, Counsel Stack Legal Research, https://law.counselstack.com/opinion/lewis-v-american-hoist-derrick-co-calctapp-1971.