Rodriguez v. State

960 S.W.2d 355, 1997 Tex. App. LEXIS 6512, 1997 WL 800695
Court of Appeals of Texas·Decided December 18, 1997·No. No. 13-96-399-CV·Published·Cited by 2 cases

Opinion

OPINION

DORSEY, Justice.

This is a suit for damages for the wrongful death of Juan Garcia Rodriguez. Appellants sued appellees, the State of Texas and the City of Corpus Christi, for negligence after Rodriguez’s tractor-trailer rig hit a bridge abutment located on a detour at a highway-interchange construction site. The trial court granted summary judgment for appel-lees, and appellants appeal by six points of error. We affirm in part and reverse and remand in part.

On December 13, 1990, Juan Garcia Rodriguez was driving a tractor-trailer rig north on U.S. Highway 77. A new interchange was being constructed at the intersection of U.S. 77 and Interstate Highway 37 in Corpus Christi, and a massive construction project was underway. All traffic on U.S. 77 north was detoured around a large excavation. While following that detour, Mr. Rodriguez’s truck hit a bridge abutment and rolled over, causing his death.

Appellants alleged his injuries and death were caused by the negligence of the State of Texas and the City of Corpus Christi in that an unreasonably dangerous condition existed at the detour. They alleged the excavation and detour constituted a special defect causing unusual traffic conditions that are not normally encountered by motorists; a sharp right turn; decreasing highway speeds; an incline with blind or limited sight; confusing directions; and other similar conditions. They claim the State failed to provide adequate warning of these conditions created by the excavation.

The State moved for summary judgment on sovereign immunity grounds making two arguments. First, that it was performing a discretionary act and was thus exempted from the Tort Claims Act, under section 101.056, Texas Civil Practice and Remedies Code.1 Second, because the engineer employed by the State who designed the detour and placement of associated warning signs was immune from suit under the doctrine of official immunity, the State is also immune from suit, for under the Tort Claims Act, the State is only liable when a private individual would be. The State contended a governmental entity is entitled to assert and have considered a motion for summary judgment based on official immunity of an employee, even if the employee is not a party to the lawsuit or the negligence of that particular employee is alleged.

[358]*358The State’s summary judgment proof included the affidavits of William Coltharp and Patrick Norrell. Coltharp, an engineer with Coltharp Engineering Associates, described the detour and the site of the accident, the speed limit, and warning signs. He concluded the fifteen-mile-per-hour speed limit was reasonable, that there were adequate warnings of the sharp left turn where the accident occurred, and that Mr. Rodriguez’s truck “could have safely traversed the sharp left turn at a speed of 15 miles per hour.”

Patrick Norrell was the Corpus Christi area engineer for the Texas Department of Transportation. He was responsible for all the design, construction, and maintenance within the location where this accident occurred. This included designing the plan for traffic traveling on the highway while the construction was in progress. His affidavit stated, in part:

The traffic control, including signs, signals and traffic control devices, shown on the diagram [attached to the affidavit of Mr. Coltharp] are the ones I had determined to be appropriate in my engineering judgment. The roadway design and warnings shown on the Coltharp drawing are exactly what I intended to have in place on December 13, 1990, based upon my best engineering judgment. The detour design and warnings met all legal requirements.

He also stated that after Mr. Rodriguez’s accident, he and other engineers from the Corpus Christi District office of the Department of Transportation made “follow up investigations of the detour warnings” and determined the warnings in place were appropriate and no changes or additions were needed.

The City moved for summary judgment on the grounds that the road construction where the accident happened was a State project, and the City was not involved in any construction planning or design decisions. State engineers designed the detour roadway and curve in question, including the warnings associated with the curve. David Seiler, traffic engineer for the City, so stated in his affidavit.

Appellants responded to the motion and attached the affidavit of Gary Nelson, Ph.D., a technical consultant in the fields of safety engineering, safety management, human factors engineering, and occupational health engineering. In arriving at the opinions expressed in his affidavit, he reviewed the depositions of Patrick Norrell and William Coltharp, among other items.2

In his affidavit, Dr. Nelson named certain characteristics of the detour that made it dangerous and were not normally encountered by motorists. He included an abrupt decrease in the speed, from forty miles-per-hour to fifteen miles-per-hour, a relatively steep incline, a sharp ninety-degree turn, obscured vision of the roadway, and an immediate potential lane change after cresting the top of the hill. These special conditions were caused by the excavation and construction of an overpass, because the excavation was an obstruction in the normal area of travel. Dr. Nelson found the existing warnings to be inadequate in several particulars:

(a) There was no “REDUCED SPEED AHEAD” sign when the speed was reduced from 40 MPH to 15 MPH. A “REDUCED SPEED AHEAD” sign ... to prepare motorists for an otherwise sudden and significant reduction of speed such as a reduction of 40 MPH to 15 MPH.
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(b) There was no “ROADWAY INCLINE” signage. “ROADWAY INCLINE” signage ‘W7-1” or *W7-lb” ... a pictorial sign with a truck on an incline ... to warn motorists, and especially large truck traffic, of the existence of an incline within an already obscured roadway area.
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(a) As motorists begin to descend the incline in this matter, an unmarked right turn is encountered, requiring a possible lane change. There is no detour signage prior to the crest of the incline notifying motorists “SH-77 and U.S.-87 [sic] DETOUR — LEFT LANE or MERGE LEFT.”
[359]*359[[Image here]]
(b) At the location of the 90-degree left turn in this matter, according to photographs taken while the truck was still turned over, it appears that only two “CHEVRON” (<) signs (CW1-8)* were utilized to denote the location of the sharp left turn. In the alternative, multiple “LEFT ARROW” (CW1-6)* signs, including “LEFT ARROW DETOUR” (M4-10L)* signs, should have been used at this location in combination with additional “15 MPH” signs. There was no such signage.
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(c) Given the unusual combination of hazards encountered by motorists in this matter (and given the understood history of accidents “in this area”), one or more signs indicating “DANGEROUS ROADWAY AHEAD” should have been used in combination with “OBSCURED VISION,” “HIGHWAY INCLINE,” “90-TURN TO THE LEFT,” AND “15 MPH” signs to present advanced notice of the full nature [of] the dangerous conditions ahead. There were no such signs.

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Rodriguez v. State, 960 S.W.2d 355, 1997 Tex. App. LEXIS 6512, 1997 WL 800695 (Tex. Ct. App. 1997).

960 S.W.2d 355 (Rodriguez v. State) — published by Counsel Stack Legal Research, free access to 12M+ legal documents.

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