Twyla Kill, Et Ano v. City Of Seattle ( 2014 )


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  •        IN THE COURT OF APPEALS OF THE STATE OF WASHINGTON
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    TWYLA KILL and TERRY KILL,
    individually and the marital community                  No. 70767-1-1
    comprised thereof,
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    DIVISION ONE                 O'l
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    Appellants,                                                     -£~~»
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    UNPUBLISHED OPINION
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    CITY OF SEATTLE, a Washington
    municipal corporation,
    Respondent.                       FILED: August 25, 2014
    Appelwick, J. — Kill slipped and fell on a wet, smooth metal rim of a utility cover
    in a downtown Seattle sidewalk. She sued the City, alleging that the utility cover rim
    was unreasonably dangerous. Kill relied on expert testimony about the slip-resistance
    of the rim measured by a tribometer. However, the tribometer calibrations fell outside
    the confidence interval specified by the manufacturer.        As a result, the trial court
    excluded the slip-resistance testimony as unreliable and unhelpful to the jury under ER
    702.    The trial court held that the expert's remaining testimony was essentially that
    metal is slippery when wet, which is common knowledge and did not create a genuine
    issue of fact. The trial court accordingly dismissed on the City's motion for summary
    judgment. We affirm.
    No. 70767-1-1/2
    FACTS
    On November 13, 2009, Twyla Kill was walking along a sidewalk in downtown
    Seattle around 1:30 p.m. She recalled that it was raining at the time.1 At the corner of
    Fifth Avenue and Pike Street, Kill slipped on the outer rim of a metal utility cover and
    fell. Kill was injured as a result. She and her husband sued the city of Seattle (City),
    alleging that the rim was unreasonably dangerous.
    The utility cover—also known as a handhole—is diamond plated and is
    surrounded by a smooth, two-inch metal rim. The City owns the utility cover and it is in
    the City right of way. The City did not know when the utility cover was installed, but it
    was likely "in 1989 (when the Bank Centre building was completed) or before." There
    were no prior complaints about the specific utility cover or other similar utility cover rims.
    Kill hired Joellen Gill as an expert to conduct tests and testify about the condition
    of the metal rim. To do so, Gill used an English XL Variable Incidence Tribometer, an
    instrument that measures the coefficient of friction, or "slip-resistance" of a surface. Gill
    used the tribometer to conduct two slip-resistance tests of the utility cover rim: the first
    in February 2011 and the second in June 2013.
    Different standards for tribometer validation and calibration were in effect at the
    time of each of Gill's field tests. Prior to September 2006, the American Society for
    1 Kill submitted a weather report stating that it rained 0.33 inches on November
    13, 2009. However, the hourly precipitation column is cut off in the record. In its order
    denying Kill's motion for reconsideration, the trial court noted that the same weather
    report can be found online. The online weather report showed that the last measurable
    rain fell at 11:53 a.m. (0.06 of an inch) and no rain fell for the rest of the day. This
    contradicts Kill's statement that it was raining at the time she slipped and fell. But, for
    the purposes of summary judgment, the trial court accepted Kill's contention that it was
    raining when she slipped.
    No. 70767-1-1/3
    Testing and Material (ASTM) F1679 standard provided instructions for how to use a
    tribometer. However, the ASTM withdrew the F1679 standard in September 2006 and
    did not adopt a new standard for five years.
    In March 2011, the current standard for tribometer validation and calibration,
    ASTM F2508, went into effect. ASTM F2508 states that "[vjalidation shall be performed
    by walkway tribometer suppliers or independent testing facilities]." It defines "supplier"
    as "any individual, agent, company, manufacturer, or organization responsible for the
    walkway tribometer prior to receipt by the user."        Thus, an individual user cannot
    validate a tribometer.
    Under ASTM F2508, a tribometer must satisfy two criteria to be validated: (1) it
    must rank the coefficient of friction for each of four reference surface tiles in the correct
    order; and (2) it must produce statistically significant results, using the mean and
    standard deviation, for all adjacently ranked surface tiles. ASTM F2508 at § 9. If the
    tribometer does not satisfy these criteria, then it fails validation, |d. at § 9.3. The
    manufacturer must then create a validation report specifying the 95th percentile
    confidence interval for each reference surface tile. kL at § 10.1.
    ASTM F2508 also requires individual users to perform calibration of their
    tribometer to ensure valid test results. Id at § 4.5, 13.2. The tribometrist must measure
    each of the four reference surface tiles and compare the results to the 95th percentile
    confidence interval specified in the manufacturer's validation report, jd. at § 13.2. If the
    results for each tile do not fall within the confidence interval, then the tribometer fails
    calibration. idat§ 13.3.
    No. 70767-1-1/4
    Therefore, ASTM F2508 ensures tribometer reliability with two safeguards. First,
    manufacturers or independent testers must validate the tribometer. Second, individual
    users must calibrate their tribometer to ensure their measurements fall within the
    confidence interval set forth in the validation report.       If the tribometer fails either
    calibration or validation, then it fails to comply with ASTM F2508.
    On February 24, 2011, just before the adoption of ASTM F2508, Gill tested the
    metal rim of the utility cover.     She explained that the manufacturer calibrated her
    tribometer in January 2011. Gill found that the rim's coefficient of friction when wet was
    0.35 (± 0.02).      Gill opined that 0.35 is very slippery and not reasonably safe for
    pedestrian use.     She stated that the "generally accepted standard is that 0.5 is the
    established minimum value for the coefficient of friction for a reasonably safe horizontal
    walking surface."
    The coefficient of friction scale ranges from 0.0 to 1.0. In 2011, the City adopted
    a 0.5 coefficient of friction standard for new utility covers. Prior to that, the City did not
    have a standard in place.
    On June 2, 2013, Gill conducted a second test of the metal rim.         In an effort to
    recreate the wet conditions when Kill slipped, Gill poured water on the rim. Gill found
    that the coefficient of friction was 0.21 (± 0.02). Explaining the different results (0.35
    versus 0.21), Kill stated that Gill explained "there must be some surface contaminant of
    some kind that was on the rim as tested that resulted in the lower figure the second time
    around."
    No. 70767-1-1/5
    The day before Gill's second test, she calibrated her tribometer and created what
    she called a "Report of ASTM F2508 Validation" of the English XL tribometer. She used
    the four reference tiles—granite, porcelain, vinyl, and ceramic—sent from ASTM. Her
    test results showed the coefficient of friction for each tile as: 0.0700 for granite, 0.1013
    for porcelain, 0.1727 for vinyl, and 0.8505 for ceramic. However, the manufacturer's
    validation report for Gill's tribometer specifies the 95th percentile confidence intervals
    as: 0.078-0.082 for granite, 0.132-0.137 for porcelain, 0.173-0.180 for vinyl, and 0.605-
    0.616 for ceramic. None of Gill's calibration results fall within these intervals.
    On the parties' cross motions for summary judgment, the trial court held Gill's
    methodology for slip-resistance testing to be unreliable and therefore unhelpful to the
    jury under ER 702. The court believed Gill was qualified as an expert. However, the
    court explained that Gill's tribometer was not properly calibrated when she tested the
    utility cover rim. Furthermore, the court reasoned, Gill's two tests of the rim produced
    different results. It concluded that Gill did not provide an adequate explanation for this
    difference. "Either Ms. Gill's tribometer is inherently unreliable or the way she used it
    was inherently unreliable." And, the court held that Gill failed to account for how the
    presence or absence of surface contaminants may have affected her test results.
    As a result, the court excluded Gill's test results and her opinion that the rim was
    unreasonably slippery. Without Gill's testimony,
    [T]he Court does not believe that plaintiff has any evidence to support her
    contention that that rim, that two-inch rim, was so inherently dangerous
    that the City does not need to be on notice of its dangerous condition, and
    because there's no other evidence that the City was on notice of its
    dangerous condition.
    No. 70767-1-1/6
    The court therefore held that Kill failed to demonstrate an issue of fact.    It granted the
    City's motion for summary judgment and dismissed all claims against the City with
    prejudice.
    After the trial court's ruling, Gill sent her tribometer to the manufacturer (Excel
    Tribometers LLC) for additional testing. Using Gill's tribometer and its own reference
    tiles, Excel produced the following calibration results: 0.066 for granite, 0.116 for
    porcelain, 0.165 for vinyl, and 0.576 for ceramic. Like Gill's original calibration, these
    results are outside the 95th percentile confidence interval in the validation report.
    Excel also conducted a calibration test using its own tribometer and Gill's
    reference tiles. These results were: 0.080 for granite, 0.100 for porcelain, 0.149 for
    vinyl, and 0.641 for ceramic. Except for the granite tile, these results are also outside
    the 95th percentile confidence interval and all substantially different than Gill's
    calibration results for the same tiles.    Excel also determined that the coefficient of
    friction for Gill's ceramic reference tile varied widely from quadrant to quadrant, ranging
    from 0.645 in the southeast quadrant to 0.840 in the southwest quadrant. Based its
    testing, Excel asserted an additional margin of error of ± 0.03 for slip resistance values
    equal to or less than 0.50 and ± 0.05 for slip resistance values greater than 0.50.
    Therefore, Excel believed that Gill's tribometer satisfied the ASTM F2508 calibration
    requirements.
    In a motion for reconsideration, Kill stated:
    The differences in the results which concerned the Court are not
    caused by an uncalibrated tribometer, but individual and internal variations
    in the ceramic references tiles ASTM sells to manufacturers like Excel
    (and individual tribometrists) for ASTM F2508 validation/calibration and
    No. 70767-1-1/7
    the fact that ASTM F2508's testing protocols do not at this time account
    for such variations.
    Kill explained that ASTM F2508 assumes the tiles' surfaces are not variable, even
    though different tiles are used for validation and calibration.      She argued that the
    difference between the validation report and Gill's calibration was attributable to this
    variation in tiles.
    Kill also requested a Frve hearing on the applicability of ASTM F2508. Frve v.
    United States. 
    293 F. 1013
    , 1014 (D.C. Cir. 1923). Kill asserted that based on Excel's
    testing, there is "a real question whether ASTM F2508 is capable of producing accurate
    results."   She argued that there is an "apparent lack of consensus in the scientific
    community about how validation and calibration results are supposed to be interpreted."
    The trial court denied Kill's request for a Frve hearing. The court concluded that
    Gill's methodology for measuring slip-resistance was not novel under Frve. The court
    also denied Kill's motion for reconsideration and excluded Kill's testimony under ER 702
    and ER 403. The court did not believe that tribometers are inherently unreliable, only
    that Gill's tests results were unreliable, because her tribometer was not properly
    calibrated and her two test results varied greatly. The court therefore left in place its
    order granting the City's motion for summary judgment and dismissing with prejudice.
    Kill appeals.
    DISCUSSION
    I.    Gill's Expert Testimony
    Kill argues that the trial court erred in excluding Gill's testimony, because Gill's
    opinions and methodology regarding slip-resistance testing are helpful and reliable. Kill
    makes several related arguments.        She asserts that any minor margin of error or
    No. 70767-1-1/8
    variance in Gill's test results goes to the weight and credibility of Gill's testimony, not its
    admissibility.    She likewise argues that the trial court improperly overlooked the
    additional margin of error asserted by the tribometer manufacturer. Kill also contends
    that, because Gill's individual tribometer was successfully validated, there was no need
    for the additional ASTM F2508 calibration protocol.
    A. Standard of Review
    We review an order granting summary judgment de novo. Moore v. Haqqe. 
    158 Wn. App. 137
    , 146, 
    241 P.3d 787
     (2010).           Summary judgment is appropriate when
    there is no genuine issue of material fact and the moving party is entitled to judgment as
    a matter of law. Id In determining whether a genuine issue of material fact exists, we
    construe the facts and reasonable inferences in the light most favorable to the
    nonmoving party. jd at 146-47.
    We generally review evidentiary rulings for abuse of discretion. Hensrude v.
    Sloss, 
    150 Wn. App. 853
    , 860, 
    209 P.3d 543
     (2009). However, the "de novo standard
    of review is used by an appellate court when reviewing all trial court rulings made in
    conjunction with a summary judgment motion." Folsom v. Burger King, 
    135 Wn.2d 658
    ,
    663, 
    958 P.2d 301
     (1998). Therefore, we conduct the same inquiry as the trial court in
    considering Gill's testimony. Id
    The trial court must exclude expert testimony involving scientific evidence that
    does not satisfy both Frve and ER 702. Lakev v. Puaet Sound Energy, Inc., 
    176 Wn.2d 909
    , 918, 
    296 P.3d 860
     (2013). Under Frve, the court must find that the underlying
    scientific theory and the "'techniques, experiments, or studies utilizing that theory'" are
    generally accepted in the relevant scientific community and are capable of producing
    8
    No. 70767-1-1/9
    reliable results. ]d (quoting Anderson v. Akzo Nobel Coatings, Inc., 
    172 Wn.2d 593
    ,
    603, 
    260 P.3d 857
     (2011)).
    Evidence that is admissible under Frve must still pass the two-part test under ER
    702: (1) the witness must be qualified as an expert and (2) the expert's testimony must
    be helpful to the trier of fact. State v. King County Dist. Court W. Div., 
    175 Wn. App. 630
    , 637, 
    307 P.3d 765
    , review denied 
    179 Wn.2d 1006
    , 
    315 P.3d 530
     (2013). Courts
    interpret possible helpfulness to the trier of fact broadly and favor admissibility in
    doubtful cases.    Id at 638.    Evidence is helpful if it concerns matters beyond the
    common knowledge of a layperson and does not mislead the jury.                ]d    Unreliable
    testimony does not assist the trier of fact. Lakev, 
    176 Wn.2d at 918
    .
    In sum, Frye and ER 702 work together to regulate expert testimony. Id Frve
    excludes testimony based on novel scientific methodology until there is consensus in
    the relevant scientific community that the methodology is reliable. 
    Id. at 918-19
    . ER
    702 excludes testimony where the expert fails to adhere to that reliable methodology.
    Id at 919.
    B. Gill's Methodology and Test Results Were Unreliable
    Kill is correct that "[wjhen a scientific theory has protocols for assuring reliability,
    an expert's errors in applying proper procedures go to the weight, not the admissibility,
    of the evidence." Id at 920. For instance, this court held that an inherent margin of
    error of 0.01 percent in the Breathalyzer machine went to the weight of the breath test
    results, not their admissibility. State v. Keller, 
    36 Wn. App. 110
    , 111-14, 
    672 P.2d 412
    (1983). However, this rule does not apply if "the error renders the evidence unreliable."
    No. 70767-1-1/10
    Lakev, 
    176 Wn.2d at 920
    . In such cases, the trial court may exclude the unreliable
    evidence under ER 702. Id
    Similarly, variance in test conditions and original conditions do not necessarily
    preclude admissibility, as variations may merely go to the weight of the evidence. Bichl
    v. Poinier, 
    71 Wn.2d 492
    , 497, 
    429 P.2d 228
     (1967).           Identical conditions are not
    required. Breimon v. Gen. Motors Corp., 
    8 Wn. App. 747
    , 756, 
    509 P.2d 398
     (1973).
    However, there must be substantial similarity in the test conditions and the conditions at
    the time of the accident. Id Furthermore, variable test results may be excluded where
    the original conditions are not accounted for in a subsequent test. Quinn v. McPherson,
    
    73 Wn.2d 194
    , 201-02, 
    437 P.2d 393
     (1968).
    Here, Gill's test results varied so significantly as to render them unreliable. Her
    first test showed a coefficient of friction of 0.35 (± 0.02). Her second test showed 0.21
    (± 0.02).   This is a difference of 0.14, almost 15 percent of the entire coefficient of
    friction scale, which ranges from 0.0 to 1.0. This is not a minor variance.
    Furthermore, there is no documentation in the record of the rim's condition on the
    day Kill slipped, other than it was wet. Gill poured water on the rim for her second test,
    but was able only to speculate that some type of surface contaminant must have
    caused the variation in test results.   Without more evidence, Gill could not establish
    substantial similarity between her two tests, nor between the test conditions and the
    condition of the rim when Kill fell. As Gill's test results and explanation demonstrate,
    surface contamination can have a dramatic impact on the slipperiness of the metal rim.
    10
    No. 70767-1-1/11
    Furthermore, Gill's tribometer was not properly calibrated under the ASTM F2508
    standard at the time of her second field test. The following table shows the various
    calibration results:
    Granite         Porcelain          Vinyl          Ceramic
    95th Percentile
    0.078-0.082     0.132-0.137      0.173-0.180      0.605-0.616
    Confidence Interval
    Gill's calibration
    using her                 0.0700           0.1013           0.1727           0.8505
    tribometer and tiles
    Excel's calibration
    using Gill's
    0.066            0.116           0.165            0.576
    tribometer and its
    own tiles
    Excel's calibration
    using its own                                                                 0.641
    0.080            0.100            0.149
    tribometer and
    Gill's tiles
    The confidence interval represents a margin of uncertainty. Every measurement
    is uncertain, in that no instrument is infinitely precise or accurate. King County Dist.
    Court, 175 Wn. App. at 638. The concept of measurement uncertainty is similar to the
    concept of margin of error. ]d It expresses the idea that a true value of a measurement
    can never be known. ]d Even the best instruments yield only an estimate of the true
    value. Id Uncertainty indicates a range in which a true value of a measurement is
    likely to occur. ]d A confidence interval is one way of expressing uncertainty, |d
    Here, for instance, the manufacturer is 95 percent confident that the true value of the
    coefficient of friction for granite measured by the English XL tribometer lies between
    0.078 and 0.082.
    11
    No. 70767-1-1/12
    The table demonstrates that Gill's tribometer measurements for each of the four
    surface reference tiles fell outside the manufacturer's 95th percentile confidence
    interval.2   The same was true when Excel tested Gill's tribometer using its own
    reference tiles. And, with the exception of the granite tile, Excel's measurements using
    its own tribometer and Gill's tiles fell outside the confidence interval. Moreover, all three
    calibration tests for all four reference tiles vary significantly.
    Both Kill and the City put forth evidence that ASTM F2508 is the industry
    standard. The standard specifies that if calibration results for each tile do not fall within
    the specified confidence interval, the tribometer fails calibration. ASTM F2508 § 13. A
    tribometer that fails calibration does not comply with ASTM F2508 and does not
    produce valid test results.     ]d   Gill's tribometer failed calibration.   As the trial court
    explained, either Gill's tribometer is unreliable or the way she used it is unreliable.
    Expert testimony that does not adhere to reliable methodology is properly excluded
    under ER 702. Lakev, 
    176 Wn.2d at 918-19
    .
    And, lastly, as the trial court held, Gill's statement that a 0.5 coefficient of friction
    is an absolute threshold for safety would mislead the jury. The City provided copious
    evidence that tribometers are effective to measure only relative slipperiness, not
    absolute slipperiness. Different tribometers, both across models and within models, can
    give significantly different readings for the same surface.          Thus, a tribometer can
    2 Excel asserted an additional margin of error of ± 0.03 for slip-resistance
    measurements under 0.50 and ± 0.05 for measurements above 0.50 to account for the
    variations in reference tiles. However, the greater the margin of error, the less precise
    the measurement and the less helpful the measurement is to the jury. Moreover, even
    with Excel's purported additional margin of error, Gill's calibration results for porcelain
    and ceramic still fall outside the 95th percentile confidence interval.
    12
    No. 70767-1-1/13
    accurately determine whether one surface is more or less slippery than other surfaces
    measured by that same tribometer, but it cannot give an objective measurement of a
    surface.
    For all these reasons, we conclude that Gill's expert testimony on slip-resistance
    is unreliable and misleading. It would therefore be unhelpful to the jury under ER 702.
    As such, we hold that the trial court properly excluded the evidence.
    C. The Trial Court Did Not Need to Hold a Frve Hearing
    In the alternative, Kill argues that the trial court should have held a Frve hearing
    to assess whether the ASTM F2508 calibration method is generally accepted and
    reliable—before deciding whether Gill properly adhered to that methodology.            We
    review de novo a trial court's decision not to conduct a Frve hearing. State v. Gregory,
    
    158 Wn.2d 759
    , 830, 
    147 P.3d 1201
     (2006). Frve is implicated only where '"either the
    theory and technique or method of arriving at the data relied upon is so novel that it is
    not generally accepted by the relevant scientific community.'" Lakey, 
    176 Wn.2d at 919
    (quoting Anderson, 
    172 Wn.2d at 611
    ).         While the admissibility of novel scientific
    testimony raises Frve concerns, the application of accepted techniques to reach novel
    conclusions does not. ]d
    Gill stated in her declaration that the English XL tribometer is generally accepted
    in the scientific community.   The manufacturer stated that this particular tribometer
    "conforms to all requirements of ASTM F2508-11 Standard Practice for Validation and
    Calibration of Walkway Tribometers Using Reference Surfaces." The City submitted
    several scholarly articles explaining that slip-resistance measurements are tribometer
    specific. "The introduction of [ASTM F2508]. . . has produced a method which allows
    13
    No. 70767-1-1/14
    validation of each type of tribometer and the values generated during testing." This
    evidence demonstrates that the ASTM F2508 is generally accepted in the relevant
    scientific community and capable of producing reliable results. Without it, the literature
    indicates that tribometer results are not reliable. The fact that Gill could not conform her
    tribometer measurements to ASTM F2508 does not mean that ASTM F2508 is
    unreliable.
    II.   Genuine Issue of Material Fact
    We must still decide whether there is a genuine issue of material fact in Kill's
    remaining evidence. Municipalities have a duty to exercise reasonable care to keep
    their sidewalks in a condition that is reasonably safe for ordinary travel. Keller v. City of
    Spokane, 
    146 Wn.2d 237
    , 249, 
    44 P.3d 845
     (2002). Whether a sidewalk is reasonably
    safe is generally a question of fact. See Owen v. Burlington N. & Santa Fe R.R., 
    153 Wn.2d 780
    , 788, 
    108 P.3d 1220
     (2005). Questions of fact may be determined as a
    matter of law when reasonable minds could reach but one conclusion. ]d
    The fact that the plaintiff slipped and fell does not, by itself, mean that there is an
    unreasonably dangerous condition. Knopp v. Kemp & Hebert, 
    193 Wash. 160
    , 164-165,
    
    74 P.2d 924
     (1938). "It is common knowledge that people fall on the best of sidewalks
    and floors. A fall, therefore, does not, of itself, tend to prove that the surface over which
    one is walking is dangerously unfit for the purpose." jd Furthermore, the nonmoving
    party may not rely on speculation or argumentative assertions that unresolved factual
    issues remain. Marshall v. Ballv's Pacwest, Inc., 
    94 Wn. App. 372
    , 377, 
    972 P.2d 475
    (1999).
    14
    No. 70767-1-1/15
    Taking all reasonable inferences in Kill's favor, there is evidence that the utility
    cover rim was (1) wet from rain, (2) smooth metal, and (3) two inches wide. Kill also
    stated in her declaration that she was wearing work boots at the time of her fall. It is
    common knowledge that smooth, wet metal is slippery.          See Michaels v. Taco Bell
    Corp., Civ. No. 10-1051-AC, 
    2012 WL 4507953
    , at *6 (D. Or. Sept. 27, 2012). This
    evidence establishes that the utility cover rim was slippery when wet. However, there is
    no evidence to establish that the rim was unreasonably slippery. The fact of Kill's fall is
    not enough.      Therefore, without expert testimony establishing that the rim was
    unreasonably dangerous, the jury would be left to speculate. There is no genuine issue
    of fact to resolve.3
    Kill nevertheless argues that the City did not comply with its own standards and
    practices, which she asserts is admissible to show the rim was not reasonably safe. In
    3 Kill cites two old Washington slip and fall cases that involved wet metal on
    sidewalks. In Smith v. City of Tacoma, the plaintiff slipped on a wet, smooth sheet of
    metal covering a coal hole on an inclined sidewalk. 
    51 Wash. 101
    , 102-03, 
    98 P. 91
    (1908). The metal sheet was worn by years of foot traffic and several people had
    previously slipped on it. ]d at 102-03. The court concluded that this evidence was
    sufficient to go to the jury on the issues of negligence and constructive notice. ]d at
    103. In Smith v. City of Spokane, the plaintiff slipped on a manhole cover in the
    sidewalk. 
    103 Wash. 314
    , 315, 
    174 P. 2
     (1918). The manhole was wet and partially
    covered with snow and ice.     Id   Like in City of Tacoma, the manhole had been worn
    smooth and other pedestrians had fallen on it. ]d at 316. On these facts, the court
    refused to hold "as a matter of law, that the cover is not such a menace as to make the
    city liable to answer in damages to one who is injured by falling thereon." Id at 315.
    These cases are distinguishable from Kill's case. City of Tacoma involved a
    sheet of metal on an inclined sidewalk. 51 Wash. At 102-03. The manhole cover in City
    of Spokane was partially covered by snow and ice. 103 Wash. At 315. Both of these
    conditions increased the dangerousness of the smooth metal coverings. Furthermore,
    in both cases, several previous slips indicated that the metal covers were unreasonably
    slippery. By contrast, there were no prior complaints about the utility cover where Kill
    slipped and fell, nor about others like it. We therefore conclude that City of Tacoma and
    City of Spokane are distinguishable and do not control here.
    15
    No. 70767-1-1/16
    determining whether the defendant acted with reasonable care, the trier of fact may be
    informed of the standard industry practice. Restatement (Second) of Torts § 295A
    (1965); Helling v. Carey. 
    83 Wn.2d 514
    , 518-19, 
    519 P.2d 981
     (1974).            Likewise, a
    statute, regulation, or other positive enactment may help define the scope of a duty or
    the standard of care.    Owen, 153 Wn.2d at 787.         However, industry custom is not
    conclusive on the issue of negligence. See Helling, 
    83 Wn.2d 514
    , 518-19.
    Kill is correct that since at least 2003, the City has required all new utility cover
    frames to have a nonskid surface.4 City of Seattle, Standard Plans for Municipal
    Construction, Standard Plan No. 550 (2003). The City's expert, Seattle Public Utilities
    Civil Engineer Steven Read, agreed that diamond plating or SlipNOT rims provide
    greater traction than smooth metal. Read explained that "[y]ou definitely want a nonskid
    surface" for in-sidewalk utility covers. However, the City also submitted a declaration
    from Jeffrey Baker, an operations manager at WS Molnar Company, the manufacturer
    of SlipNOT products.      Baker explained that he was familiar with general industry
    practices. He believed that most, if not all, utilities would not require SlipNOT on a one
    to two inch metal frame surrounding a SlipNOT cover. He stated, "the industry standard
    4 The record states that the utility cover in question "was likely installed in
    1989 ... or before." Kill argues that, based on this date, the utility cover rim violated the
    City's own 1986 standard requiring a slip-resistant rim. The 1986 standard included
    not-to-scale diagram of a utility cover. City of Seattle, Standard Plans for Municipal
    Public Works construction, Standard Plan No. 560 (11th Ed. 1986). It shows a
    partially shaded utility cover and rim. Kill asserts that this required the utility cover rim
    to be diamond plated. However, nothing in the diagram so states. Rather, the diagram
    specifies only: "Steel Frame(Galv) Anchored to top unit." "Galv" presumably means
    galvanized, which is a coating to prevent rust. Webster's Third International
    Dictionary 932 (2002).
    16
    No. 70767-1-1/17
    is to install flat metal frames in some installations and use SlipNOT or comparable
    covers."
    The City's current requirement of nonskid utility cover rims, by itself, does not
    establish that smooth metal rims are unreasonably dangerous. See Ruff v. County of
    King, 
    125 Wn.2d 697
    , 705, 
    887 P.2d 886
     (1995) (recognizing that municipalities are not
    required "to update every road and roadway structure to present-day standards").
    Likewise, the existence of a safer alternative does not mean that the metal rim is
    unreasonably slippery. Baker's declaration also suggests that nonskid utility cover rims
    are not industry custom. We therefore conclude that this evidence does not create a
    genuine issue of material fact.
    We affirm.
    WE CONCUR:
    17