Wilfong v. L.J. Dodd Construction

CourtAppellate Court of Illinois
DecidedMay 27, 2010
Docket2-09-0347 Rel
StatusPublished

This text of Wilfong v. L.J. Dodd Construction (Wilfong v. L.J. Dodd Construction) is published on Counsel Stack Legal Research, covering Appellate Court of Illinois primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Wilfong v. L.J. Dodd Construction, (Ill. Ct. App. 2010).

Opinion

No. 2-09-0347 Filed: 5-27-10 ______________________________________________________________________________

IN THE

APPELLATE COURT OF ILLINOIS

SECOND DISTRICT ______________________________________________________________________________

DAVID W. WILFONG, ) Appeal from the Circuit Court ) of Kendall County. Plaintiff-Appellant, ) ) v. ) No. 06--L--15 ) L.J. DODD CONSTRUCTION and ) G. PORTER AND COMPANY, ) ) Defendants-Appellees ) ) (Kluber, Skahan and Associates, Inc., and ) Honorable Kocurek Concrete Contractors, Inc., ) Thomas E. Mueller, Defendants). ) Judge, Presiding. _____________________________________________________________________________

JUSTICE BOWMAN delivered the opinion of the court:

Plaintiff, David W. Wilfong, was injured when he fell while walking across ruts at a

construction site. He appeals from the trial court's grant of summary judgment in favor of

defendants, L.J. Dodd Construction (Dodd) and G. Porter & Company (Porter). Plaintiff argues that:

(1) the trial court erred in ruling that the ruts were open and obvious; (2) the trial court erred in

determining that the "distraction exception" did not apply; (3) the trial court erred in ruling that the

distraction was not reasonably foreseeable by defendants; (4) even if the ruts were open and obvious,

defendants owed him a duty to maintain a safe jobsite pursuant to their contracts with the landowner;

and (5) the trial court did not give proper weight to an expert's statement attached to plaintiff's

motion to reconsider. We affirm. No. 2--09--0347

I. BACKGROUND

In November 2004, plaintiff was a project manager for Jones & Brown Company and was

assigned to the Churchill Elementary School project in Oswego. Jones & Brown was a steel

fabricator hired by the project owner, Oswego Unit School District 308 (OSD 308). OSD 308 hired

defendant Dodd as the general contractor and defendant Porter as a masonry subcontractor. Kluber,

Skahan & Associates, Inc. (Kluber, Skahan), was the architectural firm for the project, and Kocurek

Concrete Contractors, Inc. (Kocurek Concrete), was hired by OSD 308 to pour concrete.

The following facts come from excerpts of depositions contained in the record. At the time

in question, the construction site consisted primarily of the school building under construction and

Dodd's job trailer, which was in a paved parking lot about 75 yards west of the school. Much of the

site was very muddy and filled with ruts. About 20 to 30 feet or 60 to 70 feet from the job trailer was

a gravel path that led from the parking lot to the east entrance of the school. Michael Barr, OSD

308's construction supervisor, testified that Dodd had the path installed after he requested a "smooth

walking path" to provide "clear access to the building." The path satisfied his concerns regarding

ground conditions, and he did not think that anything else needed to be done to address the ground

conditions. When asked if there was a designated walkway, Barr replied in the negative and said that

there were "several points of access to the building." On several occasions he had chosen to walk

across the ruts rather than take the gravel path. The number and size of ruts shown in plaintiff's

photographs did not look different from other construction sites at that time of year. Barr further

testified that Jones & Brown and Porter were hired directly by OSD 308.

Plaintiff testified in his deposition as follows. On November 18, 2004, he was participating

in a progress meeting in the job trailer. Plaintiff had been to the jobsite about two to three times a

-2- No. 2--09--0347

week for the previous two months to inspect progress. About 20 minutes into the meeting, Neal

Dodd (Neal) was concerned whether Jones & Brown had enough "sure connectors" delivered to the

site. Sure connectors are welded through decking to allow poured concrete to maintain its structural

integrity. Plaintiff called his office, and the person in charge of shipping, Mike Milligan, told

plaintiff that they had been delivered and told him the quantity. Neal said that the quantity was

insufficient. Plaintiff asked Milligan to check again, and Milligan said that he would. Plaintiff

decided to leave the trailer to do a physical count. The discussion in the trailer had been heated, and

plaintiff was upset with Milligan for not verifying the number of connectors before plaintiff left the

trailer. Plaintiff did not know where the connectors were but "[c]ommon sense *** told [him] that

the sure connecters [sic] were inside the building and were protected" from the elements because

they came in cardboard boxes. "That's the first thing [he] thought about."

Plaintiff left the trailer at about 9:30 or 10 a.m., and walked over the parking lot, down a

grassy area, and down a "drive" that was bare ground with rough terrain but was an access way for

vehicles to get to the building. Plaintiff testified that he had to walk in a rut that a truck had made

in the drive and that "[f]rom that point on it was at your discretion which way you went. There was

no designated path to the job." Plaintiff explained that the rut in which he was walking in the drive

did not lead to the building, so he had to keep stepping in and out of different ruts to make his way

to the building. He was walking in a normal manner and was not in a hurry.

The ruts plaintiff was walking in were consistent with the tires of the lulls that bricklayers

use to carry bricks. The width and shape of the tire tracks, along with plaintiff's experience, allowed

him to identify the source of the tracks as a lull. Porter used lulls on this site. The ruts were

generally about 8 to 10 inches deep. He could not walk on the "tops" of the ruts, meaning ground

-3- No. 2--09--0347

level, because they were unstable; it was like walking on a peak. The ruts themselves went down

from ground level. The ruts were a "little hard" because the sun had not come out yet to "soften stuff

up." Low areas of the site were damp and muddy, but the inside of the ruts was "firm." He believed

that he must have been sidestepping from one rut to the next, because he could not cross over and

put two feet in the same rut. When plaintiff was stepping from one rut into the bottom of another

rut, the "side of the rut *** gave way" and he lost his balance and turned his right ankle. Just before

he fell, he was looking at the ruts and trying to determine his next step.

A few seconds before he fell, Milligan called plaintiff on his cell phone and told him that the

quantity of connectors Neal had claimed should be on the site was correct. Plaintiff was on the

phone when he fell. Plaintiff was about 25 to 30 yards away from the building and 35 to 40 yards

away from the trailer. He was wearing high-top boots with steel toes.

For two or three weeks before the accident, plaintiff had complained about the site's condition

because trucks could not get close enough to the building to make proper deliveries. Plaintiff said

that the site needed to be scraped because the trucks "needed a level laid out surface to bring our

material onto the worksite." Deliveries had to be made about 100 or 150 yards from the building,

which was not the usual case for construction sites. Plaintiff believed that leveling ruts was the

responsibility of the general contractor, construction manager, or whoever was in charge of safety.

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