Hyde v. Chevron U. S. A., Inc.

514 F. Supp. 740, 1981 U.S. Dist. LEXIS 12460
CourtDistrict Court, E.D. Louisiana
DecidedMarch 30, 1981
DocketCiv. A. 78-740
StatusPublished
Cited by2 cases

This text of 514 F. Supp. 740 (Hyde v. Chevron U. S. A., Inc.) is published on Counsel Stack Legal Research, covering District Court, E.D. Louisiana primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Hyde v. Chevron U. S. A., Inc., 514 F. Supp. 740, 1981 U.S. Dist. LEXIS 12460 (E.D. La. 1981).

Opinion

ARCENEAUX, District Judge.

Trial of this matter commenced on December 11, 1980.

Considering the evidence and the law, the Court, for reasons hereinafter set forth finds that the plaintiff is entitled to judgment against Chevron U.S.Á., Inc. (“Chevron”) in the sum of $198,920.83. Further, Chevron cannot prevail in its third-party claim for indemnity against Pool Offshore Company (“Pool”). Finally, Employers National Insurance Company is entitled to $57,290.02, pursuant to its intervention, out of the plaintiff’s award.

*742 I. Findings of Fact

1.

Plaintiff Gerald M. Hyde, Jr. was employed as a derrickman and relief driller aboard the Pool workover rig no. 2, which was attached, along with living quarters and galley, to the South Timbalier Block 189A production platform owned and operated by the defendant, Chevron, on the date of the accident, May 10, 1977.

2.

On or about May 10, 1977, the Chevron South Timbalier Block 189A structure was permanently attached to the ocean floor of the Gulf of Mexico.

3.

The Chevron platform, where the accident took place, had only a limited area upon which the Pool workover rig and associated equipment could be positioned.

4.

Chevron production equipment was installed on the platform. Due to limited space caused by the location of production equipment, vessels, tanks and manifolds, the Pool workover rig and appurtenances (the living quarters, galley and related facilities) did not have their usual allotted space.

5.

The normal construction of the Pool galley and living quarters is side by side.

6.

Due to limited space on the platform, Pool constructed the living quarters on top of the galley.

7.

Because of the location of Chevron equipment, the living quarters-galley facility was modified and an extension was welded onto the stairs leading thereto so that the staircase could reach the main deck of the living quarters.

8.

The extension consisted of cutting the staircase at the bottom where a porch had previously existed. The staircase was then welded onto the living quarters at the top, and to the main deck at the bottom. An additional step was welded to the staircase, since the physical configuration of the platform required that the staircase be lengthened in order for it to reach the main deck of the platform. The evidence is in direct conflict as to whether the handrails reached the main deck. No one who testified has a clear memory that would enable us to decide this issue.

9.

The staircase was steeper than usual.

10.

On the date of the accident, plaintiff had just arrived aboard the platform for the first day of his tour of duty. After disembarking from the helicopter, he went upstairs to the living quarters to change his clothes. After having changed, he was coming down the stairs on his way to the galley for breakfast.

11.

On the date of the accident, it was drizzling, causing the steps to be slippery. The Court finds that rain is a normal and expected hazard of this operation.

12.

When plaintiff stepped on the third-to-last step from the bottom, his foot slipped, and he began to fall. Plaintiff was falling feet first. When he reached the last step, it separated from its support on one side and caved in or pointed downward toward the deck of the platform. Plaintiff, unable to break his fall, continued to fall once the last step collapsed, and he landed onto the deck of the platform on his lower back and buttocks.

13.

Plaintiff reported the accident to his tool pusher, Leonard Cheramie. Cheramie prepared an accident report, and then ordered Melvin Galloway and Johnny Whiddon to repair the step.

14.

Galloway and Whiddon cut off the old step and re-welded a new one onto the staircase beam.

*743 15.

Dr. Marmande, plaintiff’s first physician, diagnosed the injury as a lumbosacral strain.

16.

Dr. Marmande treated plaintiff until June 20, 1977, when he discharged plaintiff back to work. Plaintiff returned to Pool Rig 2, and worked light duty for approximately three months.

17.

Due to plaintiff’s continued back pain, he sought treatment from Dr. Chris Cenac, a Houma, Louisiana orthopedic surgeon, on September 29, 1977. Treatment continued with Drs. Cenac, Burns and Chandler. In 1979, Dr. Chandler performed a laminectomy and disc surgery.

18.

Plaintiff moved to Gulfport, Mississippi. On September 22, 1979, he ■ went to Gulf Coast Community Hospital after complaining of faintness and weakness in his legs. Local physicians Risch and Buckley performed a laminectomy and spinal fusion.

19.

Plaintiff has since moved back to Houma, Louisiana, and is again under the care of Dr. Cenac. Dr. Cenac testified that plaintiff will not be released until 18 months post fusion, or until April of 1981. Dr. Cenac further testified that plaintiff will ha,ve a 20 to 25 percent permanent partial disability. Dr. Cenac would classify plaintiff as a class five, or unemployable for oil field or manual labor type work.

20.

Dr. Cenac listed plaintiff’s restrictions to consist of no repetitive bending, stooping or climbing, and no lifting of weights more than 50 pounds. Dr. Cenac further testified that plaintiff can expect to experience pain for the rest of his life.

21.

At the time of his accident, plaintiff was earning $7.36 per hour. Plaintiff worked 12 hours per day, with time and a half after 40 hours per week. Between May 10,1976 and May 10, 1977, plaintiff earned $16,971.55.

22.

By stipulation, the parties agreed that Professor Harris would testify that a V4 inch weld on the tread end of the step would have held a force of 2400 pounds in shear. It was further agreed that Mr. Harris’ testimony would have revealed that he was not aware of any outside forces exerted on the stair between its construction and the accident. Additionally, he would have made no calculation and had no opinion concerning the stress imposed on the weld when struck by the plaintiff.

II. Conclusions of Law

This Court has jurisdiction by virtue of the Outer Continental Shelf Lands Act, 43 U.S.C. § 1333, et seq., as well as diversity of citizenship between the parties and jurisdictional amount.

The Outer Continental Shelf Lands Act mandates that Louisiana law applies to fixed offshore structures, such as the South Timbalier Block 189A structure involved in this case. Rodrigue v. Aetna Casualty & Surety Co.,

Free access — add to your briefcase to read the full text and ask questions with AI

Related

Cite This Page — Counsel Stack

Bluebook (online)
514 F. Supp. 740, 1981 U.S. Dist. LEXIS 12460, Counsel Stack Legal Research, https://law.counselstack.com/opinion/hyde-v-chevron-u-s-a-inc-laed-1981.