Murdock v. Employers Insurance of Wausau

917 F.2d 1065
CourtCourt of Appeals for the Eighth Circuit
DecidedOctober 24, 1990
DocketNo. 89-2303
StatusPublished
Cited by1 cases

This text of 917 F.2d 1065 (Murdock v. Employers Insurance of Wausau) is published on Counsel Stack Legal Research, covering Court of Appeals for the Eighth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Murdock v. Employers Insurance of Wausau, 917 F.2d 1065 (8th Cir. 1990).

Opinions

HEANEY, Senior Circuit Judge.

Dennis Murdock was injured when a section of the Mirdan Canal collapsed upon him while he was working in an excavation adjacent to the canal. Murdock was employed by Western Contracting (Western) with whom the United States contracted to build the canal. Murdock and his family brought suit against the United States to recover damages, asserting that the United States — on notice that a hazardous situation existed — was negligent in failing to take adequate precautions to ensure a safe place to work. The district court entered judgment for the United States. We affirm in part, reverse in part, and remand for action consistent with this opinion.

BACKGROUND

In 1981, the Bureau of Reclamation (Bureau) contracted with Western for the construction of the Mirdan Canal in Nebraska, part of the Pick-Sloan Missouri Basin Program. The contract incorporated detailed specifications as well as administrative and statutory safety standards. The contract provided that the Bureau would continuously inspect construction activities to ensure compliance with the safety and health standards in paragraph 1.1.4 of the contract. Among these standards were the following:1

The contractor shall not require any laborer ... employed in the performance [1067]*1067of the contract to work under conditions which are ... hazardous, or dangerous to his health or safety, as determined under construction safety and health standards promulgated by the Secretary of Labor under section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327), as amended, and “Construction Safety Standards,” published by WRPS (Water and Power Resources Service.)
“When violations of the safety and health requirements ... are called to the attention [of the contractor] by the contracting officer or his authorized representatives, the contractor shall immediately correct the condition____”
In the event the contractor fails or refuses to promptly comply with the compliance directive ..., the contracting officer or his authorized representative may issue an order to stop all or any part of the work.

Paragraphs 1.1.4a, d and e.

In 1982, early in the construction phase of the project, James Pinkman, Western’s senior construction employee, approached Robert McClure, the Bureau’s senior construction official, with a proposal that Western be allowed to erect the unreinforced concrete lining of the canal before erecting the abutments for road bridges which would cross over the canal. The canal lining would be supported by the surrounding soil. McClure expressed concern to Pinkman that erecting the canal before the abutments might prove hazardous because significant areas adjacent to the canal would have to be excavated to allow for the abutments. He noted that this procedure would result in undercutting the soil foundation of the canal lining, thereby exposing unreinforced cement to collapse. In order to ensure against collapse, McClure stated that it “will probably be all right but you need to cut off part of that curb to reduce the weight of the overhanging lining.” Transcript at 469-70; Deposition of McClure at 26. “Chipping off” the curb and top two or three feet of canal lining became the standard practice at excavation sites throughout the project.

The contract required that a bridge be built at Station 372 + 74. In early summer 1985, an 82-foot long excavation was dug to facilitate the construction of the bridge. The canal lining was left uncut. Pursuant to the contract, the excavation was partially refilled and compacted. On June 12th during the day shift, the foreman for Western, Rick Everist, directed workers to re-excavate the site because the site failed a density test. They did so to a depth of approximately 12 to 14 feet, some four feet deeper than required by the contract.

Mark Sintek, a Bureau safety inspector, testified that on June 12th he was at the station twice in the morning and twice in the afternoon. He stated that when he last visited the site during the afternoon, the only equipment-in the area was a front-end loader; that the dirt slope from the top of the canal lining wall to the bottom of the excavation area was at an angle of repose of anywhere from one-half to one to one to one; that no more than two feet of the canal wall were exposed; that he knew the concrete lining was unreinforced; that no hand-held soil compactors, “Whacker-Packers,” were present at the site; that he told Everist that further excavation of the site was unnecessary; that he told Richard Schwisow, Supervisory Construction Inspector, that the excavation was deeper than necessary; that he was aware that a night shift was working on June 12th; and that some soil compacting work had been done by that shift. He stated, however, that he drove by the site at 7:00 p.m. and .observed no activity. He finally testified that he was authorized to call Western’s attention to safety violations and to stop all or part of the work if he deemed there to be a safety problem on the job. In a report filed the day after the accident, Sintek stated:

Contractor’s night shift crew came to work and began compacting material back into overexcavation area when later in shift, material caved in. Canal lining broke along # 1 longitudinal joint. Contractor had been cutting canal lining out at top, down approximately 3 feet to [1068]*1068make room to construct bridge abutments. In the area left of where accident occurred, lining was cut too far upstream from where abutments were to be placed, thus the overhanging of canal lining and the undermining of material contributed to the accident as well as lack of proper safety precautions and supervision.

Report of Sintek dated June 13, 1985 (emphasis added).

Schwisow testified that it was his responsibility to supervise construction activity at the site, that he observed the site at 3:00 p.m. on June 12th, and that he saw a front-end loader in the 12-foot deep excavation at the site. He did not view the excavation area to be unsafe at the time because the banks of the excavation were not sloughing and no workers were in the excavation. He testified that he believed that work— not including backfilling and compacting near the abutment — would continue through the night and that he would talk to Everist about the unnecessary excavation in the morning. In his report of the accident, Schwisow stated:

On June 12, 1985, during my daily inspection tour of the Mirdan Canal, Section 1, at approximately 3:00 p.m., I stopped by station 372+74 county road bridge site. I observed a front-end loader excavating the left abutment after a failing test. I asked a laborer that was watching this operation if he knew that they only needed to excavate 8.5 feet below the top of the lining. He said yes, but it appeared that the front-end loader operator was below this several feet. At this time, the material under the lVkl unreinforced lining was excavated out to about four feet below the top of the lining on about lh: 1 slope.
Sometimes when the crew did not have much to do, they would ... do some dress-up work and minor compacted backfill around structures. This was always checked the next day for densities to check the small amount of backfill being compacted.

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