Miller v. Pacific Constructors, Inc.

157 P.2d 57, 68 Cal. App. 2d 529, 1945 Cal. App. LEXIS 795
CourtCalifornia Court of Appeal
DecidedMarch 27, 1945
DocketCiv. 7080
StatusPublished
Cited by41 cases

This text of 157 P.2d 57 (Miller v. Pacific Constructors, 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
Miller v. Pacific Constructors, Inc., 157 P.2d 57, 68 Cal. App. 2d 529, 1945 Cal. App. LEXIS 795 (Cal. Ct. App. 1945).

Opinion

THOMPSON, J.

The defendants have appealed from a judgment of $30,000, which was rendered against them in a jury case, as damages for personal injuries received as the result of being thrown from a ladder to the bottom of a twenty-five foot concrete shaft in the structure of the Shasta Dam. While the plaintiff was engaged in the performance of his duties as an employee of the United States Bureau of Reclamation, after climbing a ladder to the top of the shaft to enter an adjoining gallery to obtain the temperature of the concrete walls, he grasped a horizontal beam attached to a wooden bulkhead built by the contractor and placed across the entrance to the gallery. The bulkhead had an opening through which the workmen passed. It was constructed of green timbers which evidently thereafter shrank. It was in the nature of a lattice structure. The two horizontal bars of the bulkhead were held to the side walls only by driving wooden wedges between the ends of those timbers and the concrete. It was not otherwise secured in place. The plaintiff had frequently entered the gallery in that manner. He had no knowledge of the fact that the timbers had shrunk and that the bulkhead had loosened from the walls. The wooden wedges were in place and the bulkhead appeared secure. As he seized the crossbar and attempted to pull himself up from the top of the ladder to the floor of the gallery, the entire bulkhead became dislodged and fell upon him, throwing him from the ladder to the bottom of the shaft, as a result of which he was seriously and permanently injured. The defect which *535 rendered the bulkhead insecure and dangerous was not visible or obvious to him.

This suit was commenced against the contractor and his general superintendent and assistant superintendent. The defendants demurred to the complaint for alleged uncertainties and because it failed to state facts sufficient to constitute a cause of action. The demurrer was overruled. The defendants answered denying the material allegations and affirmatively supplied certain alleged defects of the complaint.

The defendant, Pacific Constructors, Inc., was engaged in building a large portion of the Shasta Dam pursuant to contract, dated July 6, 1938, with the United States Bureau of Reclamation, under the Department of the Interior. The structure is located in Shasta County in what is known as the Kennett division of the Central Valley project. The contract price exceeded $35,000,000. Article 6 (a) of the contract reserved the right of the government by its agents to inspect and test any and all portions of the structure at any time or place and to reject or replace defective materials or workmanship. Article 10 of the contract provides that:

“The contractor shall, without additional expense to the Government, obtain all required licenses and permits and be responsible for all damages to persons or property that occur as a result of his fault or negligence in connection with the prosecution of the work, ...” (Italics added.)

The defendants, Crowe and Bryant, were superintendent and assistant superintendent, respectively, of the construction company.

At the time of the accident, on August 12, 1942, the plaintiff was performing his duties as an employee of the Bureau of Reclamation, as a “cooling inspector” with the duty to ascertain the temperatures of the concrete walls by attaching a portable meter to wires embedded in the concrete in various chambers of the dam. In the plan of construction of the dam numerous vertical shafts, called “stairwells” with connecting galleries were provided throughout the concrete walls, on each twenty-five foot level, from the elevation of 475 feet upward to the 950 foot level. Those levels were segregated into so-called “blocks.” The concrete, vertical, stairwells were six feet in diameter and 25 feet in height. At the tops thereof galleries six feet wide and six feet high were connected with the shafts. There were openings communicating with these galleries from the outside wall of the dam. The walls of the *536 shafts and galleries were constructed of solid concrete. There were also entrances to the galleries from the inside.

On August 12, 1942, on which date the accident occurred, the plaintiff entered the vertical stairwell at the bottom on the 925 foot level in block 14, through the inside lower gallery, according to his usual custom, for the purpose of ascending the stairwell by means of the ladder, to the upper gallery to test the temperatures of the walls therein. He carried a 15 pound meter suspended on a strap thrown over his shoulder. That stairwell was equipped with a wooden ladder supplied by the contractor for the use of workmen. It extended from the floor upward toward the gallery a distance of 23½ feet. It was too short to reach the floor of the gallery. It lacked a foot and a half of reaching that level. It was braced against the wall of the shaft by means of two timbers attached midway to the ladder and extending at right angles to the opposite wall of the shaft. The ladder was not otherwise fastened to the wall. The floor of the upper gallery consisted of smooth concrete. Across the inside entrance to that gallery there was constructed and maintained by the defendants the wooden bulkhead previously mentioned, which was built with green timbers. It extended from wall to wall across the entrance to the gallery at a distance of a foot and a half from the edge of the stairwell. That bulkhead was built with two horizontal cross timbers two by six inches in size extending from wall to wall on either side and nailed to two upright timbers about five feet in height. The lower horizontal bar was about a foot and a half from the floor. This left an opening in the center of the lattice bulkhead about two and a half feet in size, large enough for a man to pass through into the gallery. The bulkhead was held in position, as we have previously said, only by driving wooden wedges between the ends of the two horizontal timbers on either side and the concrete walls. It was not otherwise fastened to the walls. It is contended the plans prohibited the use of. nails or bolts with which to fasten the bulkhead to the walls of the gallery. The appellants also assert that plaintiff was guilty of contributory negligence in failing to use a safe way to enter the gallery by means of an opening in the outer wall of the dam which made it unnecessary for plaintiff to enter the gallery by climbing the ladder in the stairwell and passing through the opening in the lattice bulkhead. There is evidence of the existence of an outer entrance, although the evidence is conflicting as to whether plaintiff had knowledge of that fact or *537 whether it was reasonably safe. Mr. Crowe testified that the ladder was not placed in the stairwell or the bulkhead in the gallery for use of workmen as a means of entering the gallery. He said: “The bulkhead was there as a barrier to keep people out of that well;” it was intended as a complete barrier. He did, however, admit that he did not know that workmen had been instructed not to use the ladder or the bulkhead.

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Bluebook (online)
157 P.2d 57, 68 Cal. App. 2d 529, 1945 Cal. App. LEXIS 795, Counsel Stack Legal Research, https://law.counselstack.com/opinion/miller-v-pacific-constructors-inc-calctapp-1945.