S.E. Johnson Companies, Inc. v. Jack

752 N.E.2d 72, 2001 Ind. App. LEXIS 1182, 2001 WL 771200
CourtIndiana Court of Appeals
DecidedJuly 11, 2001
Docket49A02-0010-CV-667
StatusPublished
Cited by5 cases

This text of 752 N.E.2d 72 (S.E. Johnson Companies, Inc. v. Jack) is published on Counsel Stack Legal Research, covering Indiana Court of Appeals primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
S.E. Johnson Companies, Inc. v. Jack, 752 N.E.2d 72, 2001 Ind. App. LEXIS 1182, 2001 WL 771200 (Ind. Ct. App. 2001).

Opinion

OPINION

BARTEAU, Senior Judge.

STATEMENT OF THE CASE

Defendant-Appellant S.E. Johnson, Inc. ("S.E. Johnson") appeals from a jury verdict in favor of Plaintiffs-Appellees Michael L. Jack and Amy S. Jack (collectively "the Jacks"). We affirm.

ISSUES

S.E. Johnson raises the following issues that we restate as:

I. Whether the trial court erred by denying SE. Johnson's motions for judgment on the evidence based upon its assertion that the State of Indiana, as the owner of the highway, had accepted S.E. Johnson's work at the end of each day, thereby extinguishing any duty S.E. Johnson, an independent contractor, might have owed to the Jacks.
II. Whether the trial court erred by denying S.E. Johnson's motion to set-off the excess amount the Jacks may have received as part of a loan repayment agreement entered into between the Jacks and RL. McCoy ("MeCoy").

FACTS AND PROCEDURAL HISTORY

In 1995, the Indiana Department of Transportation ("INDOT") advertised for bids for a bridge rehabilitation project in Steuben County. McCoy is a bridge contractor and wanted to submit a bid in an attempt to secure the contract. S.E. Johnson submitted a bid to McCoy to act as a subcontractor on the project for work involving asphalt and the construction of cross-overs, a roadway constructed within the median of the highway in the shape of a large "X", to divert traffic to the opposite lane of the highway during construction, within the median of Interstate 69. Crossovers were to be installed north and south of the Pigeon Creek Bridge in the fall of 1996 for rehabilitation work on the bridge beginning in the spring of 1997.

The State of Indiana accepted McCoy's bid and awarded the contract to McCoy for the repair of the bridges over Pigeon Creek. McCoy executed contract documents with the State and entered into a subcontract agreement with S.E. Johnson after the State approved S.E. Johnson as a subcontractor.

On October 29, 1996, INDOT held a pre-construction meeting. INDOT's area engineer, John Studler, chaired the meeting. Employees of Johnson and McCoy attended the meeting as did INDOT's project engineer, John Taylor. Taylor was the individual responsible for formulating the traffic control plan. Ultimately, daily lane closures were used. One issue that was not resolved at the meeting was whether the shoulder adjacent to the travel lane might be removed. Taylor was to decide whether to remove the shoulder after he had inspected the depth of the asphalt that made up the shoulder.

On November 4, 1996, S.E. Johnson began work on the construction of the south cross-over. Onee the traffic control devices were in place, an S.B. Johnson employee used a bulldozer to remove the portion of the median next to the shoulder of the roadway. Taylor inspected the depth of the asphalt that made up the shoulder. He contacted Studler and together they decided that the shoulder of the roadway had to be removed. Taylor instructed S.E. Johnson to remove the shoulder of the roadway.

*75 An S.E. Johnson employee removed the shoulder of the roadway in the south excea-vation with a bulldozer. Taylor observed that during the process of removing the shoulder of the roadway with a bulldozer, a portion of the roadway spauled, which meant that chunks of top pavement peeled off from the roadway. Additionally, portions of the yellow line were removed.

Taylor did not stop the removal of the shoulder on the south eross-over, but instructed S.E. Johnson to have asphalt delivered to the site to patch the areas where the pavement had spauled before closing the project for the day. SE. Johnson completed the repairs and Taylor inspected and approved Johnson's repairs to the pavement. Taylor examined the yellow edge line and believed that the line was still functional. Therefore, Taylor did not order repairs to the yellow line.

Taylor instructed S.E. Johnson to construct mounds of dirt within the excavation upon which to place the orange drums immediately adjacent to the roadway. Taylor also instructed S.E. Johnson to place the orange drums on the mounds of dirt. Taylor remained on site until S.E. Johnson - completed - constructing - the mounds of dirt and placing the orange drums.

On November 5, 1996, S.E. Johnson excavated the north cross-over. The same procedure was followed in setting up and taking down the work zone traffic control devices. However, S.E. Johnson used a Vermeer saw to separate the shoulder from the roadway instead of using the bulldozer as they had the day before. Taylor stayed until the work zone traffic control devices were removed. On November 6, 1996, S.E. Johnson placed stone in the north cross-over and approximately half of the south cross-over. The same procedure was used to set up and take down the work zone traffic control devices with the exception of using mounds of gravel instead of dirt upon which to place the orange drums. Taylor stayed until the work zone traffic control devices were removed. No work was done on the project on November 7, 1996, because it rained.

On November 8, 1996, as Michael Jack, approached the south cross-over he began traveling in the left lane in order to pass a semi tractor trailer. While passing in the left lane, Jack no longer saw a portion of the yellow edge line, and the left front tire of Jack's Geo Tracker left the roadway and fell into the exeavation. As the vehicle left the roadway, it struck one of the orange drums. Jack's vehicle remained upright through the excavation and the median before colliding with the exposed portion of the northbound lanes of I 69. The impact of that collision caused Jack's vehicle to roll. Jack was ejected from the vehicle and suffered a spinal cord injury resulting in paraplegia.

The Jacks brought a personal injury claim against McCoy, Three Rivers Barricade & Equipment Co., Inc., S.E. Johnson Companies, RQAW Corporation, INDOT, and the State of Indiana. After a motion for summary judgment Three Rivers Barricade & Equipment Co., Inc. and RQAW Corporation were dismissed as defendants. Prior to trial, McCoy and the Jacks entered into a loan repayment agreement and release. Pursuant to that agreement, the Jacks received two checks totaling $1,500,000.00.

S.E. Johnson filed an objection to the dismissal of McCoy, and filed a motion for leave to amend its answer for the purpose of asserting a nonparty defense. The trial court granted S.E. Johnson's motion to amend. McCoy was then added as a non-party to the action.

The matter proceeded to jury trial. At the close of the Jacks' case-in-chief, S.E. *76 Johnson filed a motion for judgment on the evidence. The trial court denied the motion after hearing argument on the motion. 1 At the conclusion of S.E. Johnson's case-in-chief, SE. Johnson moved for judgment on the evidence. The trial court denied that motion as well. The jury rendered its verdict which was reduced to judgment by the trial court. The jury found that the total damages were $5,000,000.00 with respect to Michael Jack's claims, and $400,000.00 with respect to Amy Jack's claims. The jury then allocated the percentage of fault as follows:

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Defendant, S.E.

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Bluebook (online)
752 N.E.2d 72, 2001 Ind. App. LEXIS 1182, 2001 WL 771200, Counsel Stack Legal Research, https://law.counselstack.com/opinion/se-johnson-companies-inc-v-jack-indctapp-2001.