Sloan v. Atlantic Richfield Company

541 P.2d 717, 1975 Alas. LEXIS 312
CourtAlaska Supreme Court
DecidedOctober 15, 1975
Docket2047
StatusPublished
Cited by56 cases

This text of 541 P.2d 717 (Sloan v. Atlantic Richfield Company) is published on Counsel Stack Legal Research, covering Alaska Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Sloan v. Atlantic Richfield Company, 541 P.2d 717, 1975 Alas. LEXIS 312 (Ala. 1975).

Opinion

OPINION

Before RABINOWITZ, C. J., and CONNOR, ERWIN and BOOCHEVER, JJ.

CONNOR, Justice.

This is an appeal from a judgment based on a jury verdict in favor of appellee Atlantic Richfield Co. (ARCO) in a wrongful death action brought by the widow of a carpenter killed in a construction accident on the North Slope.

The deceased, Moses Sloan, was killed August 5, 1969, while working on the construction of the ARCO base camp at Prud-hoe Bay, Alaska. Mr. Sloan was employed by Ramstad Construction Co., which had been hired by ARCO to build foundations for most, if not all, of the buildings in the camp. The foundations constructed by Ramstad consisted of cement floors several inches thick suspended from four to four and one-half feet above the ground on wooden pilings driven into the permafrost. 1 The floors were to be insulated by a two-inch layer of styrofoam underneath the concrete. A layer of plywood went underneath the styrofoam insulation to protect it and hold it in place against the cement.

In constructing such a foundation, Ram-stad employees first drilled one-inch dowel holes into the pilings and then nailed two-by-fours onto the pilings above these dowel *720 holes. Dowel pins were placed in the holes and wedges were placed between the dowel pins and the two-by-fours. On top of this they laid two-by-ten sills (“stringers”) and on top of the stringers went joists. The layer of plywood was then put down, followed by two one-inch layers of styrofoam. The plywood had holes 2 in it so that bolts could be stuck through the plywood and styrofoam up into the cement. The top end of the bolt would be held tight when the cement hardened around it. Then a washer and nut could be screwed onto the bottom end of the bolt to hold up the plywood, which in turn held up the styrofoam. The bolts were put in place after the plywood and styrofoam were installed.

These bolts were only six inches long, so that once the concrete was poured, it covered them completely, leaving no way to pull the bolts up from above. It was, of course, essential to the whole plan that those bolts stick up those few inches into the concrete, because after the concrete hardened, all the other support for the plywood (the pins, wedges, joists, stringers and other shoring) would be removed and only the bolts would be left to hold up the plywood and insulation.

During construction, these bolts would occasionally be pushed down into the styro-foam, e. g., by workers stepping on them while laying out conduits, water pipes and reinforcing materials before the concrete pour or by cement finishers and spreaders walking on them during the pour. When this happened, someone would have to go underneath the plywood deck and push or hammer the bolt back into place. According to the testimony, the bolts could be hammered back up while the cement was setting, up to one and one-half to two hours after the pour. In addition to the horizontal members (joists and stringers) supporting the plywood, there were also vertical four-by-four posts placed at various intervals underneath the stringers to support the concrete during the pour. These posts are the “shoring” referred to throughout the testimony at the trial.

On August 5, 1969, Ramstad was to pour the cement for the floor of the automotive and welding shop. On most of the buildings being constructed, the cement was poured shortly after the forms were set. However, on the automotive and welding shop the forms and shoring had been completed approximately a week before the pour. The reason for the delay in pouring the cement was a shortage of the 6-inch bolts necessary to attach the plywood and insulation to the bottom of the floor. The bolts arrived the day before the pour and carpenters were immediately set to work installing them. They installed them in the east end first, apparently because that end was otherwise finished and because iron workers were still putting in steel (ribar-reinforcing) at the west end. They finished the east end, but at the time the pour started on August S, carpenters were still putting in bolts on the west end. Only the east half of the building was to be poured on that day, the rest was to be poured “a couple days later”. The building was approximately 100 feet long and 30 to 40 feet wide.

The pour started early in the morning of the Sth. Apparently sometime after the pour started, Merle Christensen, one of the Ramstad foremen, asked two of the carpenters working on another building, Parker Murphy and Irving Bortles, to go over to the automotive building and go underneath it to push up bolts. The bolts were already in place, but the nuts and washers had not been put on them. ■ Apparently some, if not all, of them were “down” so that it was necessary to push them back up in order for them to stick up above the styrofoam. Bortles and Murphy could see that they were not keeping up with the *721 pour, so Bortles went for help. He saw Merle Christensen, the foreman, told him the problem, and then went back to work. Shortly thereafter, Christensen and another carpenter, Moses Sloan, arrived to help push up the bolts and put on nuts and washers. From half an hour to an hour after Christensen and Sloan went underneath the floor, it collapsed on top of them. Christensen and Sloan were killed.

Christensen had asked at least one other carpenter, Goebel Sisson, to go under the building to help push up bolts. Mr. Sisson refused to do this because his union steward, Maurice Holvoet, had said that “he wanted no more men in under these buildings while they were pouring the concrete.” Mr. Holvoet had reached this decision when, while stripping out the forms and shoring underneath the first foundation poured (that of the headquarters building, the “Prudhoe Hilton”), he noticed that the dowel pins and two-by-fours were bent, indicating (to him) insufficient shoring. He brought this to the attention of Mel Snyder, Ramstad’s other carpenter foreman. Snyder and Holvoet agreed to keep men out from under the buildings while the cement was being poured.

Annie Bell Sloan, widow of Moses Sloan, filed suit against Atlantic Richfield Company on June 8, 1970, alleging over a dozen different negligent acts or omissions. ARCO’s answer denied negligence on its part, and as one of its affirmative defenses alleged that Sloan’s employer, Ramstad, was an independent contractor in sole and exclusive control of the project and the site of the accident. In an amendment to its answer, ARCO later added as defenses allegations of contributory negligence and assumption of risk on the decedent’s part. A jury trial was held in Fairbanks. The case was submitted to the jury on May 9, 1973, with the following three forms of verdict: Verdict No. I in favor of plaintiff and against defendant in a blank amount; No. II in favor of defendant and against plaintiff, and No. Ill in favor of defendant and against plaintiff by reason of decedent’s contributory negligence. The jury returned Verdict No. II, and judgment was entered thereon on May IS, 1973.

Plaintiff filed motions for new trial and judgment notwithstanding the verdict, and defendant filed a motion for attorney fees. Following a hearing, plaintiff’s motions were denied and attorney’s fees in the amount of $10,750 were granted to defendant.

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Bluebook (online)
541 P.2d 717, 1975 Alas. LEXIS 312, Counsel Stack Legal Research, https://law.counselstack.com/opinion/sloan-v-atlantic-richfield-company-alaska-1975.