Townsend v. State ex rel. Department of Highways

309 So. 2d 887, 1975 La. App. LEXIS 4075
CourtLouisiana Court of Appeal
DecidedMarch 20, 1975
DocketNo. 4896
StatusPublished
Cited by3 cases

This text of 309 So. 2d 887 (Townsend v. State ex rel. Department of Highways) 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
Townsend v. State ex rel. Department of Highways, 309 So. 2d 887, 1975 La. App. LEXIS 4075 (La. Ct. App. 1975).

Opinions

HOOD, Judge.

This suit was instituted by Mrs. Beverly Holmes Townsend, as natural tutrix for her minor son, Rory I. Vanderlick, to recover damages for personal injuries sustained by her son when he was thrown from his bicycle while riding on a public street in the City of Alexandria. The defendants are State of Louisiana, through the Department of Highways, Louisiana Paving Company, Inc., and City of Alexandria. The trial court rendered judgment for defendants, rejecting plaintiff’s demands, and plaintiff has appealed.

The issues are whether any or all of defendants were negligent, and whether young Vanderlick also was negligent, barring plaintiff from recovery.

The accident occurred about 4:30 p. m. on July 31, 1972, on Jackson Street Extension, in Alexandria. The weather was clear and dry, and visibility was good. Jackson Street Extension is a four-lane, 47-foot wide, concrete street running east and west. There are curbs on each side of that thoroughfare, and some drainage catch basins are located at various points on that street adjacent to the curbs.

Immediately before the accident occurred, plaintiff’s son, who lacked only three days of being IS years of age, was riding his bicycle west along the north side of the above street. His friend, Julie Be-tar, was riding another bicycle immediately behind him. When Rory’s bicycle reached a point at or near a drainage catch basin on the north side of the street, he suddenly fell or was thrown forward over the handle bars of the bicycle, and as a result of that accident he sustained injuries which form the basis for this suit.

The drainage catch basin at the site of the accident consisted of a rectangular shaped opening in the street surface, about four feet long and 12 inches wide, which opening was covered with a cast iron grate. The basin was constructed in such a way that when the grate was in place the surface of it was level with the surface of the street. The purpose of the catch basin was designed so that it would not interfere off the street into the storm sewers, and it was designed so that it would not interfere with motor vehicle traffic on the street. The catch basin was located on the extreme north edge of the street, the length of it running along and adjacent to the curb, with the opening and grate extending about 12 inches from the curb into the street.

The grate which covered the catch basin opening was about four feet long, and it was exactly 10% inches wide. When in place, it covered the full length of the catch basin opening, but it was U/a inches narrower than that opening was supposed to be. There were a total of 20 slots or holes in the grate, the purpose of them being to permit water to drain from the street through those holes into the storm [889]*889sewer. Each of these slots or holes in the grate was rectangular in shape, and each was l]/$ inches wide and 11 or 12 inches long. The slots or openings ran lengthwise on the grate, parallel to each other, and they were slightly less than an inch apart.

There was nothing to hold the grate rigidly in place over the catch basin opening, and since it was a little narrower than the opening, it normally could be moved a maximum of U/s inches toward or away from the curb. If moved as far as possible toward the curb, it ordinarily would leave a space between the south edge of the grate and the south rim of the opening of as much as 1% inches.

The catch basin and grate involved here was a standard type of basin and grate which had been used by the Highway Department for many years. The City of Alexandria has used that specific grate design for 30 years, and there are four or five thousand drainage grates in the city. The evidence shows that the grate was designed to be ll/s inches narrower than the opening, so that it could be easily removed and replaced, and it would allow an additional slot, with a maximum width of U/& inches, for drainage purposes.

Actual measurements were taken of the particular catch basin which was located at the site of this accident, and those measurements showed that the opening in that basin was slightly irregular. It was 12 inches wide at the extreme east end of the basin, but it was 12i4 inches wide at the extreme west end. If the grate on that basin had been moved as far as possible toward the north curb, it is conceivable that the space left between the south edge of the grate and the south edge of the opening would be as much as 1% inches at one point. It is almost impossible to construct the concrete opening to exact specifications, hqwever, and the Highway Department has always regarded a variation of as much as one quarter of an inch in those openings as being acceptable.

At the time the accident occurred, Rory was riding on his Kabuki, 10-speed bicycle. His companion, Julie, was riding on the same kind of vehicle. The tires on these foreign made racing bicycles were very small and narrow. They were less than li/s inches wide, and they would easily drop into any of the slots or spaces in the catch basin grate which was involved here. If a wheel on Rory’s bicycle dropped into one of the slots in the grate, the wheel would sink only a few inches below the surface of the street, because each slot was less than 12 inches long and the diameter of the wheel was greater than that. If the wheel dropped into a space between the south edge of the grate and the south rim of the opening, however, then the wheel conceivably could sink down to its hub, because that slot or space ran the full length of the catch basin and thus its length was greater than the diameter of the wheel.

Rory and his companion were riding their bicycles at a relatively fast speed as they approached this catch basin. Rory stated that he was riding “a little above medium” speed, and that they “were not going slow.” Julie stated that they “were going fast,” and she estimated their speed at about fifteen or twenty miles per hour. Both Rory and Julie conceded that they could see the grate clearly before they reached it, that they had ridden their bicycles on that street many times, and that they were thoroughly familiar with their bicycles and with catch basins and grates of that kind.

Rory does not remember anything about the accident, and he was unable to state whether he ran his bicycle over the grate, or whether the catch basin or grate had anything to do with his mishap. Julie also was unable to state how the accident occurred. She stated “I just saw Rory flip over his bike, that’s all,” and that she doesn’t know “whether he ran over the drain grate, whether he ran over a hole, or what happened.” She also stated that Rory’s bicycle fell on the street near the [890]*890catch basin, that “the bike did fall down,” and that “I don’t remember if it fell . . . exactly on the grate or anything.”

Plaintiff contends that the grate had shifted as far as it would go toward the north curb, leaving a space of up to 1^ inches between the south edge of the grate and the south rim of the catch basin opening, and that the front wheel of he.r son’s bicycle fell into that space. She argues that the Highway Department was negligent in designing and permitting the construction of a grate which could shift and leave an opening which was dangerous to bicycles. She contends that the defendant Paving Company also was negligent in failing to construct the catch basin in accordance with the plans and specifications of the Highway Department, and in constructing it in such a manner that it created a danger to bicycle riders.

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Related

Jones v. Gateway Realty, Inc.
550 So. 2d 388 (Louisiana Court of Appeal, 1989)
Townsend v. State, Department of Highways
322 So. 2d 139 (Supreme Court of Louisiana, 1975)
Townsend v. State ex rel. Department of Highways
313 So. 2d 600 (Supreme Court of Louisiana, 1975)

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Bluebook (online)
309 So. 2d 887, 1975 La. App. LEXIS 4075, Counsel Stack Legal Research, https://law.counselstack.com/opinion/townsend-v-state-ex-rel-department-of-highways-lactapp-1975.