Cheuk Chhann v. State Of Washington

Court of Appeals of Washington·Decided June 5, 2017·No. 74999-4·Unpublished

Opinion

FILED

COURT OF APPEALS OW

STATE OF WASHINGTO::

2017 JU:1 5 it:1 927

IN THE COURT OF APPEALS FOR THE STATE OF WASHINGTON

CHEUK CHHANN and THOAI-HUONG NGO, as Personal No. 74999-4-1 Representatives of the ESTATE OF TRUNG D. NGO, Deceased, and DIVISION ONE CHEUK CHHANN, an individual,

Appellant, UNPUBLISHED OPINION V.

STATE OF WASHINGTON, FRANK JAMES WILLING, JR., an individual, and MINE HER, an individual,

Respondents. FILED: June 5, 2017

SPEARMAN, J. —The State of Washington has a duty to build and maintain roads so that they are reasonably safe for ordinary travel. A party alleging that

the State has breached this duty must produce evidence that a roadway was not reasonably safe. In this case, an apparent road rage incident caused a westbound car to lose control on a State highway. The westbound car crossed the center line and collided with an eastbound car driven by Trung Ngo. Ngo died as a result of the collision.

Ngo's estate and his widow (collectively Ngo)sued the State of Washington. Ngo asserted that the State negligently failed to install a median barrier when it made improvements to the highway in 1992. The State produced evidence that the road was reasonably safe at the time of the accident in 2011

and moved for summary judgment. Because Ngo did not meet his burden of producing specific facts to rebut the State's evidence, we affirm the trial court's dismissal of his claim.

FACTS

State route (SR)18 runs for approximately 28 miles in southwest King County. North of the Issaquah-Hobart Road,from about milepost(MP)20.2 to MP 27.9, SR 18 is a rural highway that crosses mountainous terrain. The fatal collision occurred at MP 21.5. SR 18 does not have a median barrier between MP 20.95 on the west and 22.15 on the east.1 For ease of reference, we refer to this section as between MP 21 and 22.

In April 2011, drivers Frank Willing and Mine Her recklessly passed one another in what appears to be an incident of road rage. Willing was driving west on SR 18. Her pulled out of a parking lot and entered the highway in front of Willing, forcing Willing to brake. According to Willing, Her drove below the speed limit and appeared distracted. Willing drove behind Her for a mile or two because the road had a median barrier and he could not pass. He admitted he may have been tailgating.

When he reached a section of SR 18 that was marked as a no-passing zone but did not have a median barrier, Willing crossed the center line to pass Her, causing oncoming cars to swerve. Willing reentered the lane of traffic close in front of Her and braked. Her swerved onto the right shoulder. Her then

Ngo describes the eastern boundary of this section as MP 22.2, but he provides no support for this figure. His expert stated that the specific portion of SR 18 that does not have a median barrier is between MP 20.95 and 22.15.

accelerated while driving on the shoulder and passed Willing on the right. When Her attempted to reenter the lane of traffic in front of Willing, he lost control.

Meanwhile, Ngo was driving east on SR 18 with his wife, Cheuk Chhann.

Her's out-of-control westbound car spun, crossed the center line, and struck Ngo's car, killing Ngo and injuring Chhann. Willing and Her pleaded guilty to reckless driving.

Ngo sued the State, alleging that when the Washington State Department of Transportation (WSDOT) made improvements to SR 18 in 1992, it negligently decided not to install a median barrier between MP 21 and 22.2 Ngo's negligence claim was based on a design study conducted in 1992.

In 1992, WSDOT commissioned a private civil engineering firm to prepare a report identifying improvements to reduce the severity of accidents on SR 18 between MP 7.9 and 27.9. In recommending improvements, the consultant engineers were to consider environmental factors, physical factors, time constraints, and a budget of about $10 million.

The engineers analyzed the geography and condition of the highway, 1990 traffic volume, data on fatal accidents from 1980 to 1990, and data on all accidents on the highway from 1987 to 1990. The report concluded that accidents involving turning vehicles at existing intersections constituted the biggest single safety issue on SR 18. Center line crossing accidents were the

2 In addition to her claims against the State, Ngo also sued Willing and Her. But after the trial court granted the State's motion for summary judgment, Ngo moved for an order certifying the case for immediate appeal. She pointed out that because Willing and Her had "paid or offered their insurance liability policy limits in settlement" and appeared to have no other assets, the sole remaining issue was the State's alleged liability. Clerk's Papers(CP)at 798. The court granted Ngo's motion.

second identified problem. These accidents often occurred during snowy or icy conditions and were most common above the 1,000-foot elevation on Tiger Mountain. The third identified problem was in the vicinity of bridges, where roadway shoulders narrowed.

As to the area north of the Issaquah-Hobart Road, the design report concluded that the highway had an accident rate that was slightly lower than the statewide average for all rural highways but a fatality rate that was well above the statewide average. The report concluded that center line crossing accidents were the primary cause of fatalities on that section of road and that drunk driving, ice, and snow were significant contributing factors in these accidents. The report stated that improper passing did not appear to be a significant contributor to the fatality problem, although it was a factor in less severe accidents.

The design report considered alternatives to address the identified problems. All of the alternatives included designated turn lanes at intersections and improvements to signage and illumination. Alternatives Al and A2 were specific to the area south of the Issaquah-Hobart Road, where the terrain is level or rolling. Alternatives B1 and B2 addressed the area north of the Issaquah- Hobart Road. Alternative B1 included a median barrier between MP 20.4 and 26.3. Because this alternative would require widening the road in mountainous areas, the report estimated the cost of Alternative B1 at $18.5 million.

The report proposed adopting Alternative A2 and portions of Alternative BI. As to Alternative BI, the report recommended installing a median barrier only between approximately MP 22 and 25. According to the report, "[b]y reducing the

length of[the] barrier section, concerns with traffic operations, enforcement, and maintenance are minimized while providing separation for opposing traffic flows in the portion of the corridor with the highest incidence of crossover accidents which could be prevented with a median barrier." CP at 60. The report estimated ' the total cost for the recommended improvements at $10.2 million. It appears that WSDOT implemented the design report's proposals without change but the record contains little information about this process.

Relying on the design report, Ngo asserted that WSDOT was on notice in 1992 that SR 18 posed an inherent danger for crossover accidents. He contended that the State delegated the responsibility for making the roadway safe to the engineers who prepared the design report and these engineers erred in deciding not to install a median barrier on the entire northern section of SR 18. Because there was still no median barrier between MP 21 and 22 in 2011, Ngo asserted that WSDOT negligently failed to correct a known crossover danger.

Ngo relied on statements from his engineering expert, Michael Tuttman.

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