Knife River Corp.-South v. Hinojosa

438 S.W.3d 625, 2014 WL 982854, 2014 Tex. App. LEXIS 2816
CourtCourt of Appeals of Texas
DecidedMarch 13, 2014
DocketNo. 01-12-00862-CV
StatusPublished
Cited by15 cases

This text of 438 S.W.3d 625 (Knife River Corp.-South v. Hinojosa) is published on Counsel Stack Legal Research, covering Court of Appeals of Texas primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Knife River Corp.-South v. Hinojosa, 438 S.W.3d 625, 2014 WL 982854, 2014 Tex. App. LEXIS 2816 (Tex. Ct. App. 2014).

Opinion

OPINION

LAURA CARTER HIGLEY, Justice.

In this wrongful death and survivor suit, Knife River Corporation-South appeals a judgment rendered against it in favor of Esmeralda Hinojosa, Individually and as Representative of the Estate Of Andres Hinojosa, Deceased, and as Next Friend on Behalf of Melissa Hinojosa, Vanessa Hinojosa, Andrea Hinojosa, and Andres Hinojosa, Jr. Knife River raises three issues on appeal, which include its assertion that the trial court erred by denying its directed verdict on the plaintiffs negligent-undertaking claim.

We reverse and render.

Background Summary

On August 30, 2010, Andres Hinojosa was driving his tractor-trailer, loaded with gravel, on Highway 105 in Washington County, when his vehicle overturned. Hi-nojosa told emergency personnel at the scene that the accident was precipitated by his driving onto the paved shoulder of the road to avoid a head on collision with a vehicle that had crossed over into his lane. Hinojosa was taken to the hospital, where he died from his injuries.

A reconstruction of the accident showed that Hinojosa had been in control of his vehicle until he had reached a location in the highway where there is a concrete box [628]*628culvert running under the road. At that location, the improved shoulder of the road narrows from 10 feet to 6.3 feet. On the roadway above the culvert, where the pavement of the shoulder ends, the ground sloped dramatically at a 45 degree angle, creating a drop off. The drop off was 1.8 feet to the left of, and 1.7 feet above, the culvert headwall. Tall vegetation grew along the shoulder’s edge, camouflaging the precipitous slope.

Reconstruction of the accident also revealed that, as he drove along the paved shoulder, Hinojosa’s right front tire had fallen into the drop off. This caused the rear of his vehicle to fall to the right and the front of the vehicle to turn to the left. When the tires regained the pavement, Hinojosa’s vehicle was turning sharply to the left, resulting in a rollover of the tractor-trailer.

The Texas Department of Transportation (“TxDOT”) had, at some point before the accident, placed an “object marker” on the side of the road to mark the headwall of the culvert. An object marker is a yellow and black striped sign intended to warn a motorist that there is a hazard to the right of the sign and to indicate to the motorist that he should drive to the left of the sign to avoid the hazard. The state trooper who investigated Hinojosa’s accident would later testify that the drop off, into which Hinojosa’s right front tire fell, was to the left of the object marker. Thus, a driver could stay to the left of the object marker and nonetheless drive off the drop off.

The section of Highway 105 where Hino-josa’s accident occurred had last been repaved in 2005. In 2004, TxDOT had hired Knife River Corporation-South (“Knife River”) to resurface a 4.5 mile section of Highway 105. The location on Highway 105 where Hinojosa’s accident would later occur was within this 4.5 mile section.

Knife River and TxDOT signed a contract regarding the resurfacing project. Incorporated into the contract were TxDOT’s final project plans. The plans indicated that the project was “for the construction of asphalt concrete pavement overlay consisting of one course surface treatments and pavement markings [and] markers.”

The plans also provided the following: “No edge drop offs exceeding 3:1 shall be left exposed to traffic. Backfilling these areas shall be considered incidental to the various forms of work.” Backfilling referred to the part of the road construction project occurring after the new layer of asphalt had been laid, in which material— in this case recycled, ground asphalt — was placed along the newly paved edges of the road to create a gradual slope, or transition. The three-to-one ratio related to the slope of the road. For every three feet of horizontal distance, the drop in the slope of the road would be no more than one foot of vertical distance. This was to ensure a gentle slope from the traveled portion of the roadway to the unimproved portion of the shoulder.

On the front page of the project plans, three stand-alone phrases were listed in the center of the bottom of the page. These phrases were “No Exceptions,” “No Railroads,” and “No Equations.”

The project plans also expressly incorporated specifications adopted by TxDOT. These specifications were contained in the publication “Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges,” published by TxDOT. Section 4.3 of the specifications indicated that a contractor, such as Knife River, should give written notice to the TxDOT engineer managing the project when the contractor encountered differing or latent conditions not addressed by the [629]*629project plans. After receiving written notice, the TxDOT engineer would then investigate and determine whether cost adjustments should be made for the project.

Knife River began the resurfacing project on April 14, 2005. On May 8, 2005, Joe Sustaita, Knife River’s asphalt plant manager, made a notation in the project’s work diary. The notation read, in part: “There are some safety issues on the box culvert sections which really need to be fixed. The shoulder drops right off the edge along these box culverts. The [Sjtate needs to get a change order to extend the boxes further or put up guard rail on these sections.”

Raymond Vasquez, the Knife River employee in charge of the work site, made a notation in the work diary the following day, May 4, 2005. The notation pertains to the section of the highway where Hino-josa would have his accident five years later. Vasquez wrote, “We had to put [vertical panels] on the shoulder where it was deep and also where the shoulder is narrow and has a straight drop off and is very dangerous[.] I told the [TxDOT inspector] about getting a change order and fix the problem on the shoulder by extending [the] box culverts.” Vasquez would later testify that he had verbally informed the on-site TxDOT inspector about the drop off existing in the area of the culvert. Vasquez also testified that he had not sent written notice to the TxDOT engineer regarding the drop off.

When Knife River finished the resurfacing project in August 2005, the drop off remained. A TxDOT engineer inspected Knife River’s work by driving the 4.5 mile stretch that had been resurfaced. The engineer approved and accepted the work performed by Knife River. Hinojosa’s fatal accident occurred five years later.

Hinojosa’s wife, Esmeralda, filed suit against Knife River, in her individual capacity, as representative of the Estate of Andres Hinojosa, and as next friend of the couple’s four children. Mrs. Hinojosa, hereinafter “Appellee,” asserted survivor, wrongful death, and negligence claims. Knife River timely designated TxDOT as a responsible third party pursuant to section 33.004 of the Civil Practice and Remedies Code.1

At the time of trial, Appellee’s second amended petition was the live pleading.

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Cite This Page — Counsel Stack

Bluebook (online)
438 S.W.3d 625, 2014 WL 982854, 2014 Tex. App. LEXIS 2816, Counsel Stack Legal Research, https://law.counselstack.com/opinion/knife-river-corp-south-v-hinojosa-texapp-2014.