Rizzuto v. State ex rel. Department of Transportation & Development

870 So. 2d 1034, 2002 La.App. 4 Cir. 1687, 2004 La. App. LEXIS 799, 2004 WL 727246
CourtLouisiana Court of Appeal
DecidedMarch 17, 2004
DocketNo. 2002-CA-1687
StatusPublished
Cited by2 cases

This text of 870 So. 2d 1034 (Rizzuto v. State ex rel. Department of Transportation & Development) is published on Counsel Stack Legal Research, covering Louisiana Court of Appeal primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Rizzuto v. State ex rel. Department of Transportation & Development, 870 So. 2d 1034, 2002 La.App. 4 Cir. 1687, 2004 La. App. LEXIS 799, 2004 WL 727246 (La. Ct. App. 2004).

Opinion

|-, EDWIN A. LOMBARD, Judge.

This case involves a single vehicle accident in which the driver, Joseph Rizzuto, and his passenger, Neal Sartalamacchia, were injured. Rizzuto and Sartalamacchia filed suit on May 5, 1999, against only one defendant, the State of Louisiana, through the Department of Transportation and Development (“DOTD”), alleging that the accident was caused by the unreasonably dangerous roadway and shoulder of East Louisiana Highway 46.1

Sartalamacchia stipulated that his damages did not exceed $50,000.00, exclusive of interests and costs and, accordingly, his case was tried concurrently to the court with the jury trial of Rizzuto’s claims. After a three-day trial, both the judge and jury rendered a verdict in favor of the plaintiffs and against the DOTD. However, whereas the jury apportioned fault at 40% to DOTD, 3% to Rizzuto, and 57% to “any other source,”2 the trial judge found the DOTD to be 100% at fault for the accident.

On appeal, the DOTD challenges only the finding of liability and does not contest the amount of damages. Specifically, the DOTD contends that the triers of Rfact erred (1) in concluding that (a) the highway was unreasonably dangerous; (b) the shoulder of the highway was the cause of the accident; and (c) the accident occurred anywhere other than 9/10 of a mile from the intersection of Florrisant Highway and La. 625; and (2) in apportioning fault to the DOTD. After reviewing the record evidence in light of the applicable law and the arguments of the parties, we affirm the judgment in favor of plaintiff Rizzuto. We vacate and amend the judgment in favor of plaintiff Sartalamacchia with regard to the [1037]*1037apportionment of fault and, as amended, affirm the judgment.

Pertinent Facts

The following pertinent evidence was adduced at trial. At approximately 11 p.m. on May 11, 1998, the plaintiffs were returning home after a day of fishing in Delacroix on East Louisiana Highway 46, also known as Florrisant Highway, in St. Bernard Parish. Rizzuto, driving a tow truck3 owned by his employer, swerved off the paved surface of Highway 46 and into the adjacent bayou at some point between log mile 2.9 and 3.2 of Highway 464, purportedly to avoid an oncoming vehicle which swerved into his travel lane. The truck, which had been traveling at a speed between 45 and 55 miles per hour5, stopped abruptly when it hit the water in the bayou, causing Rizzuto to hit the steering wheel with his chest and go over the steering wheel and his passenger’s head to hit the windshield.6

|3The officer responding to the accident, Sergeant David Estaves of the St. Bernard’s Sheriffs Office, noted the odometer distance from the intersection of Louisiana Highway 625 to the accident site as .9 miles. Sgt. Estaves also noted a 25-foot skid mark in the soft soil on the side of the road leading from the roadway into the bayou. He found no other vehicles at the accident site and issued no citations. At trial, Sgt. Estaves identified the plaintiffs’ photographic exhibits of the accident site.

The roadway now designated as Louisiana Highway 46 has been in existence since at least 1917 and is located on a floodplain with wetlands to the south of the roadway and Bayou LaLoutre, a once navigable natural body of water, bordering a portion of the north side of the roadway. The roadway was incorporated into the state highway system in the nineteen-thirties prior to the adoption in 1943 of design standards for new construction7 and reconstruction of state highway facilities. The standards were not retroactively applicable and, accordingly, there is no requirement for the DOTD to bring existing roadways into compliance.8

Over the years, the DOTD has implemented a number of projects to maintain the roadway. In 1944, the DOTD raised the elevation of the highway by adding clamshells to the roadbed9 to restore it as [1038]*1038a public travel way because the roadway was subject to water tides on both its bayou side and its southern side. The roadway continued to erode, however, requiring further maintenance projects. [4In the early nineteen-fifties, the DOTD graded the existing ditch on the south side of the roadway, added more shell to increase the elevation of the roadway another seven inches, and put a bituminous surface treatment10 on the roadway. In the early nineteen-seventies, the DOTD raised the elevation of the roadway 3 % inches with clamshells, put an asphalted concrete overlay on the existing travel lanes11 of the roadway, and raised the existing shoulders of the roadway to match the elevations at the edge of the travel lane. Because the average daily traffic on the roadway reached 1540 vehicles per day in the early nineteen-eighties, the DOTD widened the roadway base by two feet and three inches to accommodate an eleven-foot wide overlay in each travel lane within the existing overall crown12 width of the roadway and raised the shoulder to the elevation of the new roadway. After completion of this maintenance project, the shoulder width of the roadway averaged two and a half feet and the slope of the shoulder on the roadway was between 8 and 10 degrees13.

In support of their claim that the roadway was unreasonably dangerous and the cause of the accident, the plaintiffs presented testimony by two expert witnesses, Dr. Frank Griffith, an expert in physics in accident reconstruction, and Robert Can-field, an expert in traffic and transportation. Dr. Griffith testified that the shoulders and foreslope of the bank of the bayou were too steep to recover when, as in this case, a driver drove off the highway to avoid an oncoming vehicle. Dr. Griffith reviewed the as-built drawings of that segment of the highway | ¡^following maintenance work done in the early 1980’s which specified a 5-8% slope or a 2.8-4.6 degree angle of slope and compared those specifications to the measurements he made at the scene of the accident which revealed a 10.5 degree slope next to the roadway and, beyond 4 feet, a slope transitioning to 22 degrees. Accordingly, because the highway was not maintained to preserve the shallower slopes specified by the DOTD in resurfacing the highway, Dr. Griffith opined that the slopes were unacceptably unsafe. In addition, Dr. Griffith noted that the frictional characteristics of the loose soil on the bank of the bayou also contributed to the vehicle sliding into the bayou.

Mr. Canfield testified that one of the functions of roadway shoulders is to provide a recovery area for drivers who inadvertently leave the roadway and that the maximum reasonable foreslope is a 1:3 drop, i.e., one foot drop in three lateral feet. Mr. Canfield testified that the roadway shoulder, which rounded from the edge of the roadway down to the bayou, was no greater than 2.5 feet within 500 feet of the accident and, as such provided very little shoulder to accommodate a vehi-[1039]*1039ele leaving the roadway. Mr. Canfield opined that the foreslope, which at the accident site was 1:1, was too steep and contributed to the accident in this case.

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Bluebook (online)
870 So. 2d 1034, 2002 La.App. 4 Cir. 1687, 2004 La. App. LEXIS 799, 2004 WL 727246, Counsel Stack Legal Research, https://law.counselstack.com/opinion/rizzuto-v-state-ex-rel-department-of-transportation-development-lactapp-2004.