Cheuk Chhann v. State Of Washington

CourtCourt of Appeals of Washington
DecidedJune 5, 2017
Docket74999-4
StatusUnpublished

This text of Cheuk Chhann v. State Of Washington (Cheuk Chhann v. State Of Washington) is published on Counsel Stack Legal Research, covering Court of Appeals of Washington primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Cheuk Chhann v. State Of Washington, (Wash. Ct. App. 2017).

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Appellant, UNPUBLISHED OPINION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 No. 74999-4-1/2

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.

2 No. 74999-4-1/3

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.

3 No. 74999-4-1/4

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

4 No. 74999-4-1/5

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

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