Elliot v. Turner Construction Co.

381 F.3d 995, 65 Fed. R. Serv. 212, 2004 U.S. App. LEXIS 17976, 2004 WL 1879946
CourtCourt of Appeals for the Tenth Circuit
DecidedAugust 24, 2004
Docket03-1209
StatusPublished
Cited by22 cases

This text of 381 F.3d 995 (Elliot v. Turner Construction Co.) is published on Counsel Stack Legal Research, covering Court of Appeals for the Tenth Circuit primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Elliot v. Turner Construction Co., 381 F.3d 995, 65 Fed. R. Serv. 212, 2004 U.S. App. LEXIS 17976, 2004 WL 1879946 (10th Cir. 2004).

Opinion

BRISCOE, Circuit Judge.

In this diversity action, defendants Turner Construction Company and B & C Steel, Inc., appeal a jury verdict finding them negligent and awarding plaintiff Eugene Elliot damages for personal injuries he suffered while assisting in the launch of a pedestrian bridge. We exercise jurisdiction pursuant to 28 U.S.C. § 1291 and affirm in part and reverse in part.

I.

Turner Construction was hired as the general contractor for construction of In-vesco Field at Mile High Stadium in Denver, Colorado. As part of the construction, the company was required to place a temporary pedestrian bridge across the Platte River to accommodate pedestrian traffic. Turner Construction entered into a rental agreement with Mabey Bridge and Shore for the component parts for the bridge. Mabey agreed to provide a site demonstrator (Elliot) for three days during construction of the bridge. Turner Construction also subcontracted with B & C to construct and launch the bridge.

As site demonstrator for the project, Elliot testified that his job responsibilities included:

go[ing] to a job site ... and showing] the contractor basically how the bridge was put together, how a launch ... was enacted, what equipment is suggested as far as what you would use to push or launch the bridge with, making sure that the bridge is put together correctly, mak[ing] sure that all the bolts are tight and sort of an inspector, basically.

App. II at 226-27. He testified that prior to a typical job, he would “prep” the contractors on the tools and equipment needed and make sure “everybody had everything together.” Id. at 227. Additionally, he would go to the site and demonstrate how to correctly build and launch the bridge, and discuss which launch method should be used for the bridge in question. As his job responsibilities suggest, Elliot’s function was in part as a consultant and in part as an inspector. He testified that as the panels were hooked together, he “would climb up and down throughout the *1000 bridge, cheeking and making sure that all th[e] pins had the retaining clips on, all the bolts were tightened, all the pieces were in the right place facing the right way, not upside down, or so on.” Id. at 280. He stated that “thorough inspection was [his] job” and that, in the hours before the launch, he inspected the bridge again and held a pre-launch meeting to “let everybody know what to expect and what’s going to go on.” Id. at 281-82.

Other workers corroborated Elliot’s testimony regarding his job responsibilities. John Goodrich, the project superintendent on the Invesco Field construction, testified it was his “understanding that Mr. Elliot was there to help direct the erection of the bridge, of putting the parts and pieces together.” App. Ill at 549. According to Goodrich, Elliot “was there to assure that the quality of the bridge being put together was up to Mabey Bridge’s standards, and he offered help and advice to the actual iron workers that put the pieces and parts together.” Id. Similarly, William Farmer, B & C’s foreman iron worker in charge of overseeing assembly of the bridge for B & C, testified that during the week of the launch, Elliot “observed us working and ma[de] sure we were doing it right, putting it together.” Id. at 586.

The bridge was launched on August 7, 1999. It was decided that a crane-assisted launch would be employed. Under this procedure, the bridge is constructed in one complete unit. Rollers are placed on the edge of the launching side and the bridge is pushed 40-45 percent across the water. Just before the point where the bridge’s weight would cause it to tip into the water, a crane on the other side of the river lifts the front of the bridge and pulls it across while a bulldozer pushes the bridge from the launching side. When the bridge is nearly across the river, it is lifted from the rollers and set down.

When the launch began, Elliot was on the side of the river where the bridge was launched. The bridge was suspended in air over the river with a crane on the other side of the river attached to a corner of the bridge by a nylon strap. Elliot observed that the retaining wall which was supporting the crane on the other side of the river was beginning to collapse, causing the crane to begin to tip sideways. He saw Bud Boyd, owner of B & C, standing between the crane and the bridge, attempting to remove the nylon strap attached to the corner of the bridge. At this time, the bridge was about twenty feet across the water and four feet in the air. Elliot was concerned that if Boyd removed the nylon strap, the bridge would fall into the water. Elliot decided to walk across the bridge to tell Boyd to stop. When he was on top of the bridge, he gave “the OSHA all-stop signal, not to move anything,” id. at 294, but the bridge moved and Elliot fell. As a result, Elliot sustained numerous pelvic injuries, including a severed urethra.

Elliot filed a negligence action against Turner and B & C in Colorado state court alleging negligence and negligent supervision, and seeking damages. 2 Turner and B & C removed the action to federal court. B & C moved for summary judgment arguing it owed no duty to Elliot because it was not foreseeable that Elliot would walk across the bridge as it was being moved by the crane. Turner also moved for summary judgment claiming Elliot’s claims were barred by the Colorado worker’s compensation act because Turner was a “statutory employer” as defined in Colo. Rev.Stat. § 8-41-401(l)(a). The court denied both motions for summary judgment and the case proceeded to a jury trial. The jury returned a verdict for Elliot *1001 against Turner Construction and B & C, finding damages in the amount of $28,166.30 for economic losses, $1,195,364 for non-economic injuries, and $1,195,364 for permanent impairment. The jury found that each party—Turner Construction, B & C, and Elliot-bore 33.3 percent of the fault. Turner renewed its motion for judgment as a matter of law and filed a separate motion for new trial. B & C filed a motion for judgment as a matter of law, or in the alternative, for reconsideration of the court’s denial of its motion for summary judgment. The district court denied the motions and entered judgment against defendants, requiring each to pay $1,033,863.07.

II.

In a diversity action, we apply the substantive laws of the forum state, including its choice of law rules. New York Life Ins. Co. v. K N Energy, Inc., 80 F.3d 405, 409 (10th Cir.1996). Here, the forum state was Colorado. Under Colorado’s choice of law rules, the law of the state with the most significant relationship to the claims will be used. Morgan v. United Air Lines, Inc., 750 F.Supp. 1046, 1054 (D.Colo.1990). Applying these principles, the parties do not dispute that Colorado law applies to Elliot’s tort claims.

“Statutory employer” status under Colorado law

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Bluebook (online)
381 F.3d 995, 65 Fed. R. Serv. 212, 2004 U.S. App. LEXIS 17976, 2004 WL 1879946, Counsel Stack Legal Research, https://law.counselstack.com/opinion/elliot-v-turner-construction-co-ca10-2004.