Skybrock v. Concrete Construction Co.

167 N.W.2d 209, 42 Wis. 2d 480, 1969 Wisc. LEXIS 1138
CourtWisconsin Supreme Court
DecidedMay 6, 1969
Docket209
StatusPublished
Cited by16 cases

This text of 167 N.W.2d 209 (Skybrock v. Concrete Construction Co.) is published on Counsel Stack Legal Research, covering Wisconsin Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Skybrock v. Concrete Construction Co., 167 N.W.2d 209, 42 Wis. 2d 480, 1969 Wisc. LEXIS 1138 (Wis. 1969).

Opinion

Connor T. Hansen, J.

The decision in this case is determined by the extent of the duty of the defendant to the plaintiff, and whether the plaintiff established that the defendant had acquiesced in permitting residents of the area to cross Lincoln avenue at the place of the accident.

The construction work being done on Lincoln avenue was open and notorious and the plaintiff had an alternate route via paved sidewalks.

There is no question that plaintiff knew that the street was closed and under construction. Barricades had been placed blocking vehicular traffic on Lincoln avenue east of 20th street down to where the project ended, at 18th street. There were also other barricades placed in the area. As the trial judge stated in ruling *484 that a decision on the motion for a directed verdict would be held in abeyance pending the jury verdict:

“I would say under the circumstances, if there were 100 barricades up there, it wouldn’t make any difference as far as the plaintiff is concerned. She had the warning of construction. She lived there, knew it was going on. As far as she was concerned, she had the warning. Barricades wouldn’t make any difference. There is no testimony to show the absence of barricades would have made any difference.”

The trial court instructed that as to plaintiff’s negligence, “one who travels on a highway which has been withdrawn from public use by reason of street construction does so at his [own] peril.” Fenske v. Kramp Construction Co. (1932), 207 Wis. 397, 241 N. W. 349.

The trial court also properly determined that the construction area was a place of employment under the safe place statute (sec. 101.01) even though the accident occurred on Labor Day, a holiday, and no workers were present. Padley v. Lodi (1940), 233 Wis. 661, 663, 290 N. W. 136; Rausch v. Buisse (1966), 33 Wis. 2d 154, 163, 146 N. W. 2d 801.

The court then instructed that safe or safety as used in the safe place statute does not refer to absolute safety:

“. . . the term safe or safety as applied to the place of employment means such freedom from danger to the life, health, safety, or welfare of employes or frequenters as the nature of the employment or place of employment will reasonably permit.
“The defendant was not required to guarantee the safety of these frequenters who used the area in question, but was required to maintain such area as safe as the nature of the place would reasonably permit. (Emphasis added.)

The plaintiff alleged in her complaint that the defendant was negligent in failing to provide a temporary way or detour around the protruding tie rod.

*485 The record is clear that the plaintiff did in fact have an alternate route to the dairy store which circumvented the construction area. Under the construction contract, South 20th street was kept open for vehicular traffic, and at that point, people could walk across West Lincoln avenue. The road building project ended at South 18th street and plaintiff could also have crossed West Lincoln avenue there. More importantly, the route to these alternate crossing places was via new concrete sidewalk. The construction supervisor for the city of Milwaukee who was supervising the construction project involved here, drew a sketch of Lincoln avenue between South 18th street and South 20th street which was admitted into evidence as Exhibit 13. He testified that, based on information received from his inspector’s daily reports, “The sidewalk from and including the southwest radius of South 19th and Lincoln to the east line of South 20th Street, sidewalk was poured August 13, 1964.” This was also indicated on Exhibit 13, as were the dates on which each phase of the project was poured with concrete. Though the supervisor did not specifically testify as to when the sidewalks on the north side of Lincoln avenue were poured, Exhibit 13 indicates that it was also poured on August 13,1964.

There is no specific testimony that the recently poured sidewalks were serviceable. However, the record reveals that:

(1) The supervisor for the city of Milwaukee testified that, “. . . For sidewalk, if we poured sidewalk one day, we would let people walk on it the next day or as soon as it’s hard enough so it’s not damaged.”

(2) The sidewalk was poured 25 days before plaintiff’s accident.

(3) In describing her actions just before she tripped over the tie rod, the plaintiff testified, “. . . I seen the sidewalk and I seen everything else, so I wanted to step on the sidewalk and I hitched on that rod and I went — I landed on the sidewalk.”

*486 Thus the plaintiff had an alternate route via new sidewalk to the dairy store. She could have walked on the sidewalk to South 20th or South 18th streets, crossed West Lincoln avenue, and then walked on new sidewalk to the dairy store.

As previously discussed, there were adequate warnings to the plaintiff that there was construction going on and that there might be hazards within the construction area. Defendant was not required to fence off the entire area.

Plaintiff originally alleged that the defendant was negligent in failing to remove the tie bar which plaintiff tripped over. As the trial progressed it became clear that tie bars are necessary for concrete construction and that they become permanently imbedded in the pavement. Plaintiff then modified her theory to assert that defendant was negligent in permitting the tie rod to protrude into the street instead of being flush against the curb line.

Several persons testified as to the function of a tie rod. A metal tie rod is installed for reinforcing purposes in the curb and gutter section of a roadway. It connects two adjacent slabs of concrete in order to keep the two slabs from separating so that water does not get between them and freeze in the wintertime and cause the concrete to break.

When received from the manufacturer, the rods are “L” shaped and each leg of the “L” is about 18 inches long. The rods are about one-half inch in diameter. The curb and gutter section of a roadway is made up of one solid slab of concrete. It is poured with concrete before the adjoining slab of the roadway is poured.

One leg of the “L”-shaped rod is embedded into the curb and gutter section such that it is parallel with the plane of the roadway and imbedded horizontally into the curb and gutter section. The other leg of the rod is *487 then flush against the long edge of the curb and gutter slab and also parallel to the grade of the road.

The tie rod must be “L”-shaped to begin with, because if it were one straight rod it would interfere with the forms or molds used to determine the shape of the edge of the gutter. After the curb and gutter section is poured with concrete, the forms will be removed within six to twenty-four hours. The tie rod will then eventually be straightened into one continuous rod of steel so that it extends into the next pour of concrete (the roadway here).

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Cite This Page — Counsel Stack

Bluebook (online)
167 N.W.2d 209, 42 Wis. 2d 480, 1969 Wisc. LEXIS 1138, Counsel Stack Legal Research, https://law.counselstack.com/opinion/skybrock-v-concrete-construction-co-wis-1969.