Austin v. City of Memphis

684 S.W.2d 624, 1984 Tenn. App. LEXIS 3086
CourtCourt of Appeals of Tennessee
DecidedAugust 21, 1984
StatusPublished
Cited by95 cases

This text of 684 S.W.2d 624 (Austin v. City of Memphis) is published on Counsel Stack Legal Research, covering Court of Appeals of Tennessee primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Austin v. City of Memphis, 684 S.W.2d 624, 1984 Tenn. App. LEXIS 3086 (Tenn. Ct. App. 1984).

Opinion

CRAWFORD, Judge.

This is an appeal by plaintiffs from the judgment of the trial court on a jury verdict for the defendants. Plaintiffs, Emmy Austin and William L. Austin, Sr., parents and next of kin of William L. Austin, Jr., deceased, sued the defendants for the wrongful death of their son resulting from the collapse of the Perkins Road Bridge in Memphis, Tennessee, on March 16, 1980. The State of Tennessee and Chickasaw Basin Authority as a corporate body were originally named as defendants, but were dismissed on defendants’ motion prior to trial. Also sued were the City of Memphis and County of Shelby, but the suit against these parties was severed for a separate trial by the court and is not involved in this appeal. See 640 S.W.2d 852.

On the night of March 16, 1980, during a period of heavy rains, plaintiffs’ decedent was driving his automobile in a northerly direction on Perkins Street in Memphis, Tennessee. He was in the process of traversing the four-lane concrete Perkins Street Bridge over Nonconnah Creek when a part of the bridge on the eastern-most, or upstream side, collapsed. His vehicle fell into the Nonconnah Creek and his death resulted. The seminal issue in the case centered on the question of causation of the bridge collapse. The trial was described by plaintiffs in their brief as a “classic battle of experts” on this issue.

The private citizen defendants involved in this appeal were in various ways connected with “borrow operations” (removal of dirt) from in and around the Nonconnah Creek bed downstream from the bridge. These operations began approximately in 1973, and at various times continued until shortly before the bridge collapsed. The allegations against these defendants in the “conformed restated complaint” are in part:

* * * * * *
31. Beginning in 1973 borrow operations were undertaken downstream from the Bridge by and for the benefit of Perkins and Mall.
*627 32. Said borrow operations were performed with the approval of the state, the Chickasaw Basin Authority, the county and the City.
33. The borrow operations were performed under contract with Dancy, Construction Aggregates and Lehman-Roberts, individually or as a joint venture and Folk, Meccon and Chancellor, individually and as joint venture.
34. Pollard Consultants and Pollard individually acted as consultants for Perkins and Mall and assured State, County, and City (as well as Perkins and Mall) that the aforesaid dredging operations would not endanger the Bridge and that there was no necessity to stabilize the Nonconnah Creek bed with such devices as gabions, paved flumes or concrete slurry cut-off walls, etc.
35. The aforesaid borrow operations ultimately removed in excess of 1,000,000 cubic yards of fill from Nonconnah Creek bed in close proximity to, and downstream from, the Bridge. This fill was used for the benefit of Mall and Perkins to build up the elevation of the area adjacent to Nonconnah Creek where they jointly proposed to construct a shopping center.
36. These borrow operations caused a widening and deepening of Nonconnah Creek and resulted in an increased velocity of water flow eroding and causing instability of the creek.
37. The Defendants specifically named in numbered paragraphs 30 through 3⅛ above knew, or in the exercise of reasonable care should have known, that the aforesaid dredging operations and/or grading, drainage channelling, and/or other earth-moving operations on the Mall of Memphis project were endangering the Perkins Bridge; but, nevertheless, they negligently continued or allowed to continue such operations in reckless disregard of the obvious danger to the life and property of persons lawfully using the Bridge, and, with full knowledge of the instability of the creek bed caused by the dredging and/or other earth-moving operations, negligently failed to take proper corrective measures to safeguard the Bridge.
⅜ ⅜ # * # ⅜
52. The collapse of the Bridge directly and proximately was caused by each of the following:
A) The erosion of the creek bed underneath the Bridge due to the downstream borrow operations; and
B) The combined action of the erosion of the creek bed due to the aforesaid borrow operations and accumulated debris and the increased force exerted on the Bridge due to the congestion of debris.

The conformed restated complaint continues with specific allegations against the individual private defendants:

58. Pollard Consultants and Pollard individually, as hired expert engineering consultants for Mall and Perkins, were negligent in that they advised their said client (and represented and assured the City, County, Chickasaw Basin Authority, and State) that the downstream borrow operations herein alleged could be performed without endangering the Perkins Bridge and without the necessity of stabilizing the Nonconnah Creek bed, when they knew, or, in the exercise of that degree of skill and care normally exercised by other such expert consultants under similar circumstances, should have known, that such advice and assurances were false and in error, thereby causing the alleged dredging operations to be undertaken and continued without proper stabilization of the Nonconnah Creek bed sufficient to avoid structural damage to the Perkins Bridge.
59. Mall, Perkins, Hahn, Stanley H. Tre-zevant, Jr., and James C. Bridger, as well as Folk, Meccon, Chancellor, Dancy, Aggregates, and Lehman-Roberts, were guilty of negligence in that:
A) They performed the downstream borrow operations alleged herein without exercising reasonable care to ascertain that Nonconnah Creek bed was stabilized in a manner which would have prevented *628 the type of bed erosion and scouring which caused the Bridge failures alleged herein; and
B) After learning that the erosion of Nonconnah Creek bed under the Perkins Bridge was caused or contributed to by the downstream borrow operations and had actually weakened the Bridge’s foundations to the point of causing actual structural failures, they continued the downstream borrow operations without any reasonable attempt to stabilize the creek bed to prevent further erosion. 60. Pollard Consultants, William S. Pollard, Jr., Individually, Mall, Perkins, Hahn, Stanley H. Trezevant, Jr., and James C. Bridger, as well as Folk, Mec-con, Chancellor, Dancy, Aggregates, and Lehman-Roberts were guilty of gross negligence, amounting to willful, wanton misconduct which directly and proximately caused the property damage, pain and suffering and wrongful death of William L. Austin, Jr., complained of herein in that:
A) They knew or should have known the borrow operations was [sic] endangering the Perkins Bridge but continued the removal of materials; and

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Bluebook (online)
684 S.W.2d 624, 1984 Tenn. App. LEXIS 3086, Counsel Stack Legal Research, https://law.counselstack.com/opinion/austin-v-city-of-memphis-tennctapp-1984.