Oxford v. United States

779 F. Supp. 1230, 1991 U.S. Dist. LEXIS 18741, 1991 WL 261627
CourtDistrict Court, D. Arizona
DecidedSeptember 27, 1991
DocketNo. CIV 87-1845 PHX EHC
StatusPublished
Cited by2 cases

This text of 779 F. Supp. 1230 (Oxford v. United States) is published on Counsel Stack Legal Research, covering District Court, D. Arizona primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Oxford v. United States, 779 F. Supp. 1230, 1991 U.S. Dist. LEXIS 18741, 1991 WL 261627 (D. Ariz. 1991).

Opinion

[1232]*1232ORDER RE: MOTION TO DISMISS AND FINDINGS OF FACT AND CONCLUSIONS OF LAW

CARROLL, District Judge.

FINDINGS OF FACT

1. This is a personal injury action instituted by the plaintiffs against the United States under authority of the Federal Tort Claims Act (FTCA), 28 U.S.C. §§ 2671, et seq. and 28 U.S.C. § 1346(b). Subsequent to the filing of plaintiffs’ complaint, the defendant, pursuant to Fed.R.Civ.P. 14, brought a complaint against plaintiffs’ employer, Jesse Craig, Inc., seeking indemnity for the negligence of the employer.

2. The plaintiffs were injured on the job when a ladder on which they were working inside of a water tank derailed and they were thrown to the bottom of the tank. Plaintiffs sustained serious injuries.

3. On March 15, 1987, plaintiffs were applying primer paint to the interior roof of Tank 724 at Williams Air Force Base. Tank 724 is a 500,000 gallon steel water tank, with an overall height of approximately 140 feet. The diameter is approximately 50 feet and the total interior height of the water containment unit is approximately 47 feet.

4. Pursuant to the contract between the government and Jesse Craig, Inc., the inside of the tank was to be sandblasted, primed, then painted; each element of the work was to be inspected before the contractor continued with the next consecutive work element. The contractor personnel were to request these inspections as they finished each phase, and the government was not obligated to provide an inspector to routinely observe the workmen. In fact, an inspection was not requested at each stage; the plaintiffs testified that the government inspectors trusted their work and frequent inspections were not necessary. The plaintiffs both testified that the work in Tank #724 was inspected only once or twice.

5. The plaintiffs were utilizing a steel, arched, rotating ladder inside the tank as a work platform. The top of the ladder was attached to a center pivot point at the top of the water tank. The base of the ladder was attached by 7-inch cast-iron pulley wheels to a T-shaped track which was located approximately half-way from the floor of the tank. The track was four inches wide and the T portion of the track was four inches high and Vi inch; thick. The two upper weight-bearing wheels rode on the top of the T-portion of the track and the two lower wheels (“keeper wheels”) were designed to engage the track to prevent a derailment. All four pulley wheels were attached to the ladder frame through the use of 7-inch long, 1-inch diameter stainless steel bolts. Each pulley wheel revolved on a stainless steel bushing. These bushings prevented direct contact between the pulley wheel and the axle bolts. The axle bolts were secured to a lk inch steel plate by a washer and a square nut which were welded to the steel plate. A jam nut was then secured against the welded nut.

6. Before the accident, the government authorized structural repairs to the ladder which were performed by Jesse Craig, Inc. These repairs included replacement of the upper pivot point pin, ladder rungs, and ladder frame repairs. It is not contended by the plaintiffs that these pre-accident repairs caused or contributed to the accident. On or about February 23, 1987, the approved repairs to the ladder were inspected by Mr. Michael Sergeant in order to ensure that the contractor properly performed the authorized repairs.

7. There is a dispute regarding whether the plaintiffs were authorized to use the ladder as a work platform. Government Inspector John Painter testified that prior to the accident, he had orally advised Mr. Daniel that the contractor was not to use the rotating ladder as a work platform. On February 24, 1987, Mr. Painter again advised that the ladder was not there for the benefit of the contractor. (Daily Inspection Record report #25, Exhibit 44.)

8. On the other hand, Jesse Craig testified that he assumed that they were allowed to use the ladder as a platform. The ladder appeared in the drawings in the bid [1233]*1233package, and Jesse Craig relied on its use when he submitted his bid.

9. In any event, plaintiffs did utilize this ladder as a work platform. In order to paint the entire interior roof of the tank, the plaintiffs needed to move the ladder around the track. They had been experiencing problems in moving the ladder; the ladder had been alternately submerged in water and exposed to air since the tank had been constructed in 1942 and it was substantially corroded, despite the presence of anodes which provided corrosion protection for the interior of the tank. When the plaintiffs experienced difficulty in moving the ladder to the next area of the tank, they would attach a “come-along” — a winch — to the track approximately four feet in front of the current position of the ladder, and hook it to the ladder. They would then mechanically pull the ladder to the position of the come-along. Two come-along devices were at the accident site.

10. At approximately 4:30 p.m. on March 15, the plaintiffs were manually pushing the ladder to the next position of the track when it derailed. The plaintiffs testified that they were not using a come-along to pull the ladder at the time of the derailment. When the ladder derailed, the plaintiffs were thrown off of the track and fell approximately 40 feet to the floor of the tank, suffering serious injuries. At the time of the accident, the plaintiffs’ safety belts were not tied off to anchor points and they were not using safety lines or safety nets.

11. The contract between the Department of the Air Force and Jesse Craig, Inc. consisted of two written documents: the government specifications dated July 31, 1985 (Exhibit 21) and the Solicitation, Offer, and Award (Exhibits 22). These outlined the contractor’s duties to provide the proper equipment and to provide a safe work place.

12. A preconstruction conference was held on May 5, 1986 after the award of the contract to Jesse Craig, Inc. The memorandum from this conference (Exhibit 27) states that the contractor was briefed on the importance of complying with OSHA regulations; Mr. Rosales and Mr. Craig testified that the contractor was briefed on the importance of insuring full compliance with all safety regulations due to the extreme heights involved in the project.

13. Plaintiffs allege two design defects. First, plaintiffs’ expert witness, Dr. Dean Jacobsen, testified that the ladder wheels were not positioned tangent to the circular track which caused the upper wheels to climb the track and ultimately derail. Although he testified that while the original 1941 design was appropriate and provided for tangential wheels, the ladder was not erected according to the original design.

14. Second, Dr. Jacobsen testified that there was a loss of “capture” between the track and the keeper wheels due to a downward cant of the track and elastic deformation of the wheel axles which permitted the upper wheels to climb the track in spite of the lower keeper wheels. Dr. Jacobsen based his testimony on his study of photographs and videotape taken of the ladder and track, on blueprints, and on the deposition testimony in the case.

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779 F. Supp. 1230, 1991 U.S. Dist. LEXIS 18741, 1991 WL 261627, Counsel Stack Legal Research, https://law.counselstack.com/opinion/oxford-v-united-states-azd-1991.