Associated Indemnity Corp. v. Bur-Tex Constructors, Inc.

444 S.W.2d 338, 1969 Tex. App. LEXIS 2003
CourtCourt of Appeals of Texas
DecidedAugust 21, 1969
Docket470
StatusPublished
Cited by3 cases

This text of 444 S.W.2d 338 (Associated Indemnity Corp. v. Bur-Tex Constructors, Inc.) is published on Counsel Stack Legal Research, covering Court of Appeals of Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Associated Indemnity Corp. v. Bur-Tex Constructors, Inc., 444 S.W.2d 338, 1969 Tex. App. LEXIS 2003 (Tex. Ct. App. 1969).

Opinion

OPINION

NYE, Justice.

This is a suit filed on behalf of an insured seeking a declaratory judgment interpreting an insurance contract. The trial court granted the plaintiffs’ motion for summary judgment adverse to the insurer. The insurance company has perfected its appeal to this Court.

The summary judgment rendered declared that appellant’s insurance policy provided property damage coverage for the collapse of a tunnel and ditch which occurred while the plaintiff construction companies were in the process of doing excavation work at the Suntide Refinery in Corpus Christi, Texas. The judgment was based upon the trial court’s interpretation of the words “any building or structure” contained in the exclusion portion of the insurance policy; that a conduit containing electrical cables which had cement encased around it, was not such a “structure” as contemplated by the contract of insurance which would exclude coverage.

The plaintiffs were employed by Suntide Refinery to install an oil sewer line 36 inches in diameter and several thousand feet in length. The depth varies from 5 to 13 feet below the surface of the ground. The excavation was designed to be 42 inches wide at the bottom, tapered to a wider dimension near the surface and was to assume a “V” type shape with the narrow area at the bottom of the ditch. As the construction of the sewer line progressed it was necessary to cross under and near certain underground sewers, pipes and electrical conduits. As the sewer excavation work continued, it came into the area where the cement covered conduit in question was uncovered from the top. One witness described the conduit in a deposition filed in support of the motion for summary judgment : “ * * * Such a conduit is a standard type of envelope which is constructed in the following manner. When electrical cable of substantial voltage is laid in the ground, the electrical cable is placed in the ditch and provision made to elevate it somewhat and prior to covering the ditch cement colored red to indicate electricity is poured into the open ditch. No form is built to receive the cement and no structural steel or tie of any kind or character is used in connection therewith. The purpose of the envelope is to protect the wire and conduit from corrosion from the earth and to warn of the existence of the cable and also to provide a buffer area to prevent strikes by mechanical equipment working in and under the electrical cable, thereby preventing both dangerous shock and damage to the cable.” This conduit crossed the path of the progressing excavation at an angle. The plaintiffs decided to burrow under the conduit as their sewer pipe was to be much lower.

A tunnel about six or seven feet in length was completed under this conduit. *340 By reason of the removal of the dirt under the conduit it was necessary to give it some support. The conduit was supported by laying a telephone pole across the ditch and attaching to the telephone pole a chain going under the envelope. The conduit thus received its support by the chain attachment to the telephone pole. The tunneling was accomplished by hand tools. As the pipe was being prepared to be slipped into the tunnel and under the conduit, the tunnel collapsed. At the same time the sides of the ditch above the tunnel collapsed into the excavation. The collapse of the tunnel and excavation above it caused the cement encased conduit to break and it collapsed into the ditch resulting in damages to the conduit and the cables contained therein. The question thus presented to the trial court and here on appeal was whether or not the collapse hazard exclusion in the policy is applicable to the cement encased conduit ?

The policy made the basis of this suit was issued to the plaintiffs by the appellant insurance company and was in full force and effect at the time in question. It contained property damage coverage subject to certain exclusions. The exclusionary endorsement in the policy was printed in fine type taking up about a third of a legal size page. Because of the nature of the language used throughout the exclusionary endorsement, we deem it necessary to refer to the entire endorsement. The specific words in question “any building or structure” are contained in the second paragraph. The entire exclusion is as follows:

“EXCLUSION

(Explosion Hazard, Collapse Hazard, Underground Property Damage Hazard)

It is agreed that the insurance does not apply to property damage included within (1)the explosion hazard, (2) the collapse hazard or (3) the underground property damage hazard. When used in this endorsement :
(1) ‘explosion hazard’ includes property damage arising out of blasting or explosion. The explosion hazard does not include property damage (1) arising out of the explosion of air or steam vessels, piping under pressure, prime movers, machinery or power transmitting equipment, or (2) arising out of operations performed for the named insured by independent contractors, or (3) included within the completed operations hazard or the underground property damage hazard, or (4) for which liability is assumed by the insured under an incidental contract;
(2) ‘collapse hazard’ includes 'structural property damage’ as defined herein and property damage to any other property at any time resulting therefrom. ‘Structural property damage’ means the collapse of or structural injury to any building or structure due to (1) grading of land, excavating, borrowing, filling, back-filling, tunnelling, pile driving, cofferdam work or caisson work or (2) moving, shoring, underpinning, raising or demolition of any building or structure or removal or rebuilding of any structural support thereof. The collapse hazard does not include property damage (1) arising out of operations performed for the named insured by independent contractors, or (2) included urithin the completed operations hazard or the underground property damage hazard, or (3) for which liability is assumed by the insured under an incidental contract;
(3) ‘underground property damage haz-zard’ includes underground property damage as defined herein and property damage to any other property at any time resulting therefrom. ‘Underground property damage’ means property damage to wires, conduits, pipes, mains, sewers, tanks, tunnels, any similar property, and any apparatus in connection therewith, beneath the surface of the ground or water, caused by and occurring during the use of mechanical equipment for the pur *341 pose of grading land, paving, excavating, drilling, borrowing, filling, back-filling or pile driving. The underground property-damage hazard does not include property damage (1) arising out of operations performed for the named insured by independent contractors, or (2) included within the completed operations hazard, or (3) for which liability is assumed by the insured under an incidental contract.” (Emphasis supplied to portions of this exclusion referred to in this opinion.)

There was no mechanical equipment being used at the time of the collapse. It was undisputed that the exclusion in the “underground property damage hazard” portion of the policy (paragraph number 3) was not applicable.

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Bluebook (online)
444 S.W.2d 338, 1969 Tex. App. LEXIS 2003, Counsel Stack Legal Research, https://law.counselstack.com/opinion/associated-indemnity-corp-v-bur-tex-constructors-inc-texapp-1969.