Federal Motor Vehicle Safety Standards; Roof Crush Resistance, 17605-17618 [2010-7908]
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Federal Register / Vol. 75, No. 66 / Wednesday, April 7, 2010 / Rules and Regulations
On May
12, 2009, as part of a comprehensive
plan for reducing the serious risk of
rollover crashes and the risk of death
and serious injury in those crashes,
NHTSA published in the Federal
Register (74 FR 22348) 1 a final rule
substantially upgrading Federal Motor
Vehicle Safety Standard (FMVSS) No.
216, Roof Crush Resistance. The
upgraded standard is designated FMVSS
No. 216a.
In this document, we correct two
errors in that rule. We also identify
errors in the preamble to that rule.
We note that we are also publishing
two separate documents related to the
May 2009 final rule. One is a fuller
response to comments submitted by the
National Truck Equipment Association
on our proposal to upgrade FMVSS No.
216. The other is a response to petitions
for reconsideration of the May 2009
final rule.
SUPPLEMENTARY INFORMATION:
Correcting Amendments
One of the correcting amendments
incorporates a provision that was
discussed in the preamble but
inadvertently omitted from the
regulatory text. As explained in the
preamble, the agency decided to
exclude a narrow category of multi-stage
vehicles from FMVSS No. 216, multistage trucks with a GVWR greater than
2,722 kilograms (6,000 pounds) not built
using a chassis cab or using an
incomplete vehicle with a full exterior
van body. We included a specific
discussion concerning incomplete
vehicles with a full exterior van body in
the preamble,2 but the regulatory text
inadvertently omitted the reference to
incomplete vehicles with a full exterior
van body. We are correcting FMVSS No.
216a by adding that phrase at S3.1(a)(4).
The other correcting amendment
corrects a cross-reference to the seat
positioning procedure for the 50th
percentile male dummy of FMVSS No.
214 Side Impact Protection. The
reference is included in the introductory
text of S7.2 of FMVSS No. 216a. As
corrected, S7.2 specifically crossreferences the seat positioning
procedure for the 50th percentile male
ES–2re dummy in S8.3.1 of FMVSS No.
214.
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Errors in Preamble
Safety Analysis & Forensic
Engineering, LLC (SAFE) brought to our
attention errors in the preamble that
incorrectly attributed to it the comments
of another organization, Safety Analysis,
Inc. Both of these organizations
submitted comments.
The errors were included in a section
of the preamble titled ‘‘Roof Crush as a
Cause of Injury’’ beginning at 74 FR
22378, and in the immediately
following section titled ‘‘Agency
Response’’ at 74 FR 22379. Each of the
references to SAFE in these sections
should have been attributed to Safety
Analysis, Inc. SAFE noted that there is
no affiliation between SAFE and Safety
Analysis, Inc. and also stated the most
of the positions taken by SAFE in its
comments are diametrically opposed to
the positions taken by Safety Analysis,
Inc. We apologize for these errors.
List of Subjects in 49 CFR Part 571
Imports, Motor vehicle safety, Motor
vehicles, Rubber and rubber products,
and Tires.
Accordingly, 49 CFR part 571 is
corrected by making the following
correcting amendments:
■
PART 571—FEDERAL MOTOR
VEHICLE SAFETY STANDARDS
1. The authority citation for part 571
of title 49 continues to read as follows:
■
Authority: 49 U.S.C. 322, 30111, 30115,
30117, and 30166; delegation of authority at
49 CFR 1.50.
2. Section 571.216a is amended by
revising S3.1(a)(4) and S7.2 introductory
text to read as follows:
■
§ 571.216a Standard No. 216a; Roof crush
resistance; Upgraded standard.
*
*
*
*
*
S3.1 Application.
(a) * * *
(4) Trucks built in two or more stages
with a GVWR greater than 2,722
kilograms (6,000 pounds) not built using
a chassis cab or using an incomplete
vehicle with a full exterior van body.
*
*
*
*
*
S7.2 Adjust the seats in accordance
with S8.3.1 of 49 CFR 571.214. Position
the top center of the head form specified
in S5.2 of 49 CFR 571.201 at the
location of the top center of the Head
Restraint Measurement Device (HRMD)
specified in 49 CFR 571.202a, in the
front outboard designated seating
position on the side of the vehicle being
tested as follows:
*
*
*
*
*
Issued on: April 2, 2010.
Stephen R. Kratzke,
Associate Administrator for Rulemaking.
1 Docket
[FR Doc. 2010–7909 Filed 4–6–10; 8:45 am]
2 74
BILLING CODE 4910–59–P
No. NHTSA–2009–0093.
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17605
DEPARTMENT OF TRANSPORTATION
National Highway Traffic Safety
Administration
49 CFR Part 571
[Docket No. NHTSA–2009–0093]
Federal Motor Vehicle Safety
Standards; Roof Crush Resistance
AGENCY: National Highway Traffic
Safety Administration (NHTSA),
Department of Transportation.
ACTION: Final rule; response to petitions
for reconsideration.
SUMMARY: This document responds to
two petitions for reconsideration of a
May 12, 2009 final rule that upgraded
the agency’s safety standard on roof
crush resistance. The first petition
requested the agency to reconsider its
decision to apply a lower roof strengthto-weight ratio requirement to heavier
light vehicles, i.e., ones with a gross
vehicle weight rating greater than 2,722
kilograms (6,000 pounds), than to other
light vehicles. The second requested
reconsideration of that decision as well
as the agency’s decision not to adopt a
dynamic rollover test requirement as
part of this rulemaking. After carefully
considering the petitions, we are
denying them. This document also
responds to supplemental requests
made by the petitioners.
FOR FURTHER INFORMATION CONTACT: For
non-legal issues, you may call
Christopher J. Wiacek, NHTSA Office of
Crashworthiness Standards, telephone
202–366–4801. For legal issues, you
may call J. Edward Glancy, NHTSA
Office of Chief Counsel, telephone 202–
366–2992. You may send mail to these
officials at the National Highway Traffic
Safety Administration, 1200 New Jersey
Avenue, SE., West Building,
Washington, DC 20590.
SUPPLEMENTARY INFORMATION:
Table of Contents
I. Background
II. Petitions for Reconsideration
III. Today’s Document and Related Actions
IV. Response to Petitions
A. Request That All Vehicles With a GVWR
Not Greater Than 4,536 Kilograms
(10,000 Pounds) Be Required To Meet a
3.0 SWR
1. May 2009 Final Rule Discussion
2. Overall Rationale for Request and
Petitioners’ Argument Concerning Costs
3. Petitioners’ Argument Concerning
Equity
4. Consequences of Lower Roof Crush
Protection for Heavier Light Vehicles and
Documentation From NTSB
5. Agency’s Cost-Benefit Analysis
B. Request That Agency Adopt a Dynamic
Testing Provision
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1. May 2009 Final Rule Discussion
2. Overall Rationale for Request
3. Introduction to Response
4. Petitioner’s Claim That Quasi-Static Test
and Criteria Do Not Reasonably
Differentiate Between the Injury Risk of
Compliant and Non-Compliant Vehicles
5. Petitioner’s Claim That JRS Test Device
Has Been Available for Two Years and
Extensive Test Data Submissions Show It
To Be Reliable, Repeatable, Validated to
Real World Injury Risk and Accurate in
Assessing Comparative Injury Potential
Performance
C. Other Issues
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I. Background
On May 12, 2009, as part of a
comprehensive plan for reducing the
serious risk of rollover crashes and the
risk of death and serious injury in those
crashes, NHTSA published in the
Federal Register (74 FR 22348) a final
rule 1 substantially upgrading Federal
Motor Vehicle Safety Standard (FMVSS)
No. 216, Roof Crush Resistance.
First, for the vehicles currently
subject to the standard, i.e., passenger
cars and multipurpose passenger
vehicles, trucks and buses with a Gross
Vehicle Weight Rating (GVWR) of 2,722
kilograms (6,000 pounds) or less, the
rule doubled the amount of force the
vehicle’s roof structure must withstand
in the specified test, from 1.5 times the
vehicle’s unloaded weight to 3.0 times
the vehicle’s unloaded weight. We note
that this value is sometimes referred to
as the strength-to-weight ratio (SWR),
e.g., a SWR of 1.5, 2.0, 2.5, and so forth.
Second, the rule extended the
applicability of the standard so that it
will also apply to vehicles with a GVWR
greater than 2,722 kilograms (6,000
pounds), but not greater than 4,536
kilograms (10,000 pounds). The rule
established a force requirement of 1.5
times the vehicle’s unloaded weight for
these newly included vehicles.
Third, the rule required all of the
above vehicles to meet the specified
force requirements in a two-sided test,
instead of a single-sided test, i.e., the
same vehicle must meet the force
requirements when tested first on one
side and then on the other side of the
vehicle. Fourth, the rule established a
new requirement for maintenance of
headroom, i.e., survival space, during
testing in addition to the existing limit
on the amount of roof crush. The rule
also included a number of special
provisions, including ones related to
leadtime, to address the needs of multistage manufacturers, alterers, and small
volume manufacturers.
The rulemaking action to improve
roof strength was part of our
1 Docket
15:15 Apr 06, 2010
II. Petitions for Reconsideration
We received two petitions for
reconsideration. One was jointly
submitted by Advocates for Highway
and Auto Safety, Center for Auto Safety,
Consumer Federation of America and
Ms. Joan Claybrook. We will refer to
these petitioners jointly as ‘‘Advocates et
al.’’ in the rest of this document. The
other petition was submitted by the
Center for Injury Research (CfIR).2
Advocates et al. requested
reconsideration of the agency’s decision
to apply a lower SWR requirement to
vehicles with a GVWR greater than
2 Petitions for reconsiderations are available in
Docket No. NHTSA–2009–093.
No. NHTSA–2009–093.
VerDate Nov<24>2008
comprehensive plan for addressing the
serious problem of rollover crashes.
There are more than 10,000 fatalities in
rollover crashes each year. To address
that problem, our comprehensive plan
includes actions to: (1) Reduce the
occurrence of rollovers, (2) mitigate
ejection, and (3) enhance occupant
protection when rollovers occur
(improved roof crush resistance is
included in this third category). A more
complete discussion of our plan was
included in the preamble to the May
2009 roof crush resistance final rule (74
FR 22348).
The roof crush final rule, by itself,
addressed a relatively small subset of
that problem. Our analysis shows that of
the more than 10,000 fatalities, roof
strength is relevant to only about seven
percent (about 667) of those fatalities.
We estimated that the May 2009 rule
will prevent 135 of those 667 fatalities.
The portions of our comprehensive
plan that will have the highest lifesaving benefits are the ones to reduce
the occurrence of rollovers (prevention)
and to mitigate ejection (occupant
containment). We estimate that by
preventing rollovers, electronic stability
control (ESC) will reduce the more than
10,000 fatalities that occur in rollover
crashes each year by 4,200 to 5,500
fatalities (and also provide significant
additional life-saving benefits by
preventing other types of crashes). In
the area of mitigating ejection,
significant life-benefits are and/or will
occur by our continuing efforts to
increase seat belt use and our
rulemaking on ejection mitigation. We
note that on December 2, 2009, we
published in the Federal Register (74
FR 63180) a notice of proposed
rulemaking (NPRM) to establish a new
safety standard to reduce the partial and
complete ejection of vehicle occupants
through side windows in crashes,
particularly rollover crashes.
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2,722 kilograms (6,000 pounds) than to
lighter vehicles (1.5 SWR vs. 3.0 SWR).
These petitioners argued that
NHTSA’s overall rationale for the 1.5
SWR requirement is inadequate, and
that the agency has a duty to provide
uniform, equal levels of safety
protection to vehicle occupants in all
light vehicles without regard to
distinctions based on what they
consider to be arbitrary factors such as
vehicle weight. They specifically argued
that the agency did not establish any
specific standard for judging the
reasonableness of the costs involved in
increasing the stringency of the SWR for
vehicles greater than 2,722 kilograms
(6,000 pounds).
Advocates et al. made a variety of
additional arguments in support of their
request, including ones related to how
the agency has addressed
reasonableness of costs in a prior
rulemaking, a claim that the
consequences of inadequate roof
protection for larger vehicles is more
severe than for light passenger vehicles,
concerns about 15-passenger vans,
National Transportation Safety Board
(NTSB) investigations and
recommendations, and a claim that the
agency’s cost-benefit analysis
underestimates the number of lives that
could be saved by much stronger roofs.
CfIR asked us to reconsider the final
rule with respect to the lower SWR
requirement for heavier light vehicles,
and also with respect to our decision
not to adopt a dynamic test. That
petitioner cited three basic reasons for
NHTSA to reconsider the final rule.
First, it argued that the quasi-static test
and criteria does not reasonably
differentiate between the injury risk of
compliant and non-compliant vehicles.
Second, CfIR argued that contrary to
NHTSA assertions, the Jordan Rollover
System (JRS) dynamic test has been
available for two years and extensive
data submissions show it to be reliable,
repeatable, validated to real world
rollover injury risk and accurate in
assessing comparative injury potential
performance. Third, CfIR argued that
drivers and passengers of heavier light
vehicles up to 4,536 kilograms (10,000
pounds) GVWR deserve the same
rollover protection as occupants of
vehicles with a GVWR of 2,722
kilograms (6,000 pounds) or less. This
petitioner argued that these heavier
vehicles are often less stable, occupants
are more vulnerable and the vehicles are
used more frequently in off-road
transportation.
In its petition, CfIR cited numerous
submissions it had made to the docket.
This petitioner requested that the
agency review the data previously
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submitted and summarized in its
petition and consider the following
actions: adjust the rule to allow for an
alternate dynamic compliance test,
propose and allow for an alternative
dynamic test for the agency’s New Car
Assessment Program (NCAP) ratings,
allow for non-compliance or compliance
exceptions based on submitted dynamic
test evidence, correct statements made
by the agency regarding the JRS’
repeatability and reliability in testing a
vehicle’s dynamic performance that the
petitioner considers to be misleading
and inaccurate, and apply the same
SWR for lighter vehicles to heavier
vehicles with passenger seating
positions of three or more. CfIR also
claimed that the agency made errors
with respect to the target population
used to identify benefits and in
addressing the effect of roof racks on the
strength of the roof.
In September 2009, CfIR submitted a
document it called a ‘‘supplement’’ to its
petition for reconsideration. It attached
a document discussing JRS test results
which it said indicate that an SWR of
4.1 is required to minimize roof crush
injury potential. CfIR stated that it
requested reconsideration of JRS
dynamic testing for the final rule for two
reasons: (1) Insurance Institute for
Highway Safety’s 3 (IIHS) SWR of 4 or
greater has gained industry acceptance
and timely voluntary compliance, and
(2) the JRS test fixture accurately
measures post crash negative headroom
and can assess the injury potential of
occupant protection systems. It stated
that its supplement requests further (1)
raising the static test criteria to the
dynamically derived SWR criteria of 4,
and (2) initiating a dynamic rollover
crashworthiness NCAP program using
the JRS fixture.
CfIR also provided the agency a copy
of a document titled ‘‘Scientific Review
& Evaluation of the Jordan Rollover
System (JRS) Impact Crash Test
Device.’’ 4
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III. Today’s Document and Related
Actions
In this document, we provide our
response to the petitions for
reconsideration of the May 2009 final
rule upgrading FMVSS No. 216.
3 In March 2009, the IIHS launched a new roof
strength rating system. According to the IIHS, a
metal plate is pushed against one side of a roof at
a constant speed. To earn a good rating, the roof
must withstand a force of 4 times the vehicle’s
weight before reaching 5 inches of crush. This is
called a strength-to-weight ratio. For an acceptable
rating, the minimum required strength-to-weight
ratio is 3.25. A marginal rating value is 2.5.
Anything lower than that is poor. https://
www.iihs.org/news/rss/pr032409.html
4 Available in Docket No. NHTSA–2009–093.
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We are also publishing two separate
documents related to the May 2009 final
rule. One is a fuller response to
comments submitted by NTEA on our
proposal to upgrade FMVSS No. 216.
The other is a correcting rule. The
correcting rule incorporates a provision
that was discussed in the preamble but
inadvertently omitted from the
regulatory text. As explained in the
preamble, the agency decided to
exclude a narrow category of multi-stage
vehicles from FMVSS No. 216
altogether, multi-stage trucks with a
GVWR greater than 2,722 kilograms
(6,000 pounds) not built on either a
chassis cab or an incomplete vehicle
with a full exterior van body. The
regulatory text inadvertently omitted the
reference to incomplete vehicles with a
full exterior van body.
IV. Response to Petitions
After carefully considering the two
petitions, we have decided to deny
them. The reasons for our denial are set
forth below. Our discussion is divided
into two main sections, one addressing
issues related to the lower SWR
requirement for heavier light vehicles
and the other addressing issues related
to our decision to adopt a quasi-static
test requirement.
A. Request That All Vehicles With a
GVWR Not Greater Than 4,536
Kilograms (10,000 pounds) Be Required
To Meet a 3.0 SWR
1. May 2009 Final Rule Discussion
In our May 2009 final rule, we
adopted an SWR requirement of 3.0 for
vehicles with a GVWR of 2,722
kilograms (6,000 pounds) or less, and
1.5 for vehicles with a GVWR greater
than 2,722 kilograms (6,000 pounds)
and less than or equal to 4,536
kilograms (10,000 pounds).
In the preamble to that document, we
explained that while the rulemaking
involved a number of key decisions, the
selection of an SWR requirement was
the most important one for both costs
and benefits. We note that our analysis,
presented in detail in the Final
Regulatory Impact Analysis (FRIA),
showed that for the alternatives we
evaluated, benefits in terms of reduced
fatalities continued to rise with higher
SWR levels due to reduced intrusion.
For vehicles designed to have higher
SWR levels, the benefits continued to
rise because the vehicle roofs
experience less intrusion in higher
severity crashes. We explained further,
however, that costs also increase
substantially with higher SWR levels, so
NHTSA needed to select the appropriate
balance of safety benefits to added costs.
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We explained that under the Safety
Act, NHTSA must issue safety standards
that are both practicable and meet the
need for motor vehicle safety. 49 U.S.C.
§ 30111(a). The agency considers
economic factors, including costs, as
part of ensuring that standards are
reasonable, practicable, and appropriate.
In Motor Vehicle Manufacturers
Association v. State Farm, 463 U.S. 29,
54–55 (1983), the Supreme Court
indicated that the agency was correct, in
making its decisions about safety
standards, to consider reasonableness of
monetary and other costs associated
with the standards. With respect to the
agency’s future revisiting of its earlier
conclusion that the cost of detachable
automatic seat belts was unreasonable
in relation to the expected benefits from
such belts, the Court stated, however,
that ‘‘(i)n reaching its judgment, NHTSA
should bear in mind that Congress
intended safety to be the preeminent
factor under the Motor Vehicle Safety
Act:’’
‘‘The Committee intends that safety shall be
the overriding consideration in the issuance
of standards under this bill. The Committee
recognizes * * * that the Secretary will
necessarily consider reasonableness of cost,
feasibility and adequate leadtime.’’ S.Rep. No.
1301, at 6, U.S. Code Cong. & Admin. News
1966, p. 2714.
‘‘In establishing standards the Secretary
must conform to the requirement that the
standard be practicable. This would require
consideration of all relevant factors,
including technological ability to achieve the
goal of a particular standard as well as
consideration of economic factors. Motor
vehicle safety is the paramount purpose of
this bill and each standard must be related
thereto.’’ H.Rep. No. 1776, at 16.
We explained that, in making our
decision concerning SWR, we were
guided by the statutory language,
legislative history, and the Supreme
Court’s construction of the Safety Act,
as well as by the specific requirement in
the Safe, Accountable, Flexible,
Efficient Transportation Equity Act: A
Legacy for Users (SAFETEA–LU) for us
to upgrade FMVSS No. 216 relating to
roof strength for driver and passenger
sides for motor vehicles with a GVWR
of not more than 4,536 kilograms
(10,000 pounds). We explained that we
considered both costs and benefits,
bearing in mind that Congress intended
safety to be the preeminent factor under
the Safety Act.
As indicated above, our analysis
showed that while benefits continued to
rise with higher SWR levels, costs also
increase substantially. We explained
that the challenge was to push to a level
where the safety benefits are still
reasonable in relation to the associated
costs. We explained further that, as part
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of this, we considered issues related to
cost effectiveness. We noted that the
agency’s analysis of cost effectiveness
was presented in the FRIA and
summarized in the preamble.
We also explained that another
important factor in the selection of the
SWR requirements was that there are
much higher costs relative to benefits
associated with any level SWR
requirement for vehicles with a GVWR
greater than 2,722 kilograms (6,000
pounds) as compared to the lighter
vehicles that were already subject to the
standard.
We noted that there are a number of
reasons for this differential between
heavier and lighter vehicles. The
absolute strength needed to meet a
specific SWR is a function of the
vehicle’s unloaded weight. By way of
example, to meet a 2.0 SWR, an
unloaded vehicle that weighs 1,360
kilograms (3,000 pounds) must have a
roof structure capable of withstanding
26,690 N (6,000 pounds) of force, while
an unloaded vehicle that weighs 2,268
kilograms (5,000 pounds) must have a
roof structure capable of withstanding
44,482 N (10,000 pounds) of force. This
means more structure or reinforcement
are needed for the heavier vehicle,
which means more cost and weight.
Moreover, vehicles in the heavier
category have not previously been
subject to FMVSS No. 216, so they have
not been required to meet the existing
1.5 SWR single-sided requirement.
We also noted that, at the same time,
these heavier vehicles account for only
a very small part of the target
population of occupants who might
benefit from improved roof strength.
Only 5 percent of the fatalities in the
overall target population (33 in terms of
a specific number) occur in vehicles
over 2,722 kilograms (6,000 pounds)
GVWR. Ninety-five percent of the
fatalities (635 in terms of a specific
number) occur in vehicles under 2,722
kilograms (6,000 pounds) GVWR. These
differences reflect the fact that there are
far fewer vehicles in this category in the
on-road fleet, and may reflect their
frequency of use as working vehicles.
We stated that we recognized the
argument that all light vehicles should
meet the same SWR requirements, to
ensure the same minimum level of
protection in a rollover crash. We
explained, however, that in selecting
particular requirements for a final rule,
we believed that our focus needed to be
on saving lives while also considering
costs and relative risk. We stated (74 FR
22360):
What is necessary to meet the need for
safety and is practicable for one type or size
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of vehicle may not be necessary or
reasonable, practicable and appropriate for
another type or size of vehicle. Thus, to the
extent the goal of establishing the same SWR
requirements for all light vehicles would
have the effect of either unnecessarily
reducing the number of lives saved in lighter
vehicles or imposing substantially higher,
unreasonable costs on heavier vehicles
despite their lesser relative risk, we believe
it is appropriate to adopt different
requirements for different vehicles. We also
observe that because the same SWR
requirement is significantly more stringent
for heavier vehicles than lighter vehicles (due
to SWR being a multiple of unloaded vehicle
weight), establishing the same SWR
requirement for heavier vehicles is not
simply a matter of expecting manufacturers
to provide the same countermeasures as they
do for light vehicles.
We included specific explanations as
to why we adopted a 3.0 SWR
requirement for vehicles with a GVWR
of 2,722 kilograms (6,000 pounds) or
less and a 1.5 SWR requirement for
vehicles with a GVWR greater than
2,722 kilograms (6,000 pounds).
While we will not repeat all of the
details of the reasons we provided for
our decision concerning the 3.0 SWR
required for vehicles with a GVWR of
2,722 kilograms (6,000 pounds) or less,
we noted that an SWR requirement of
3.0 prevented about 66 percent more
fatalities than one at 2.5, 133 instead of
80. However, costs increased by a
considerably higher percentage,
resulting in a less favorable cost per
equivalent life saved, $5.7 million to
$8.5 million for 3.0 SWR as compared
to $3.8 million to $7.2 million for 2.5
SWR. We explained that in these
particular circumstances, we believed
that a 3.0 SWR requirement was
appropriate and the costs reasonable
given the increased benefits. We
explained that while the cost per
equivalent life saved was relatively high
compared to other NHTSA rulemakings,
we concluded that the higher safety
benefits, the legislative mandate for an
upgrade, the technical feasibility of
making roofs this strong, and the fact
that these costs were generally within
the range of accepted values justified
moving NHTSA’s roof crush standards
to a 3.0 SWR for vehicles that have been
subject to the 1.5 SWR requirements.
As to vehicles with a GVWR greater
than 2,722 kilograms (6,000 pounds), we
noted that these vehicles are not
currently subject to FMVSS No. 216
and, because of their greater unloaded
vehicle weight, these vehicles posed
greater design challenges. These heavier
vehicles also tend to have greater
variations in packaging options (4-wheel
drive, extended/crew cabs, engine size,
etc.) which span a larger range of
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unloaded vehicle weights for a given
body design. In response to the NPRM,
vehicle manufacturers noted that to
minimize their manufacturing tooling
costs, they would need to design their
roof strength performance to the worstcase weight for a given model line. We
also noted that given the relatively small
target population for these vehicles, the
benefits will necessarily be small
regardless of the SWR selected.
We explained that after considering
our original proposal of a SWR of 2.5
and the available information, we
concluded that a SWR of 1.5 was
appropriate for these heavier vehicles.
We noted that the requirement we were
adopting is more stringent than the
longstanding requirement that has
applied to lighter vehicles until this
rulemaking because it is a two-sided
requirement. The FRIA estimated that
two fatalities and 46 nonfatal injuries
will be prevented annually by this
requirement. We stated that because of
the high cost relative to the benefits for
all of the alternatives for these heavier
vehicles, from the 1.5 SWR alternative
and above, any alternative we select
would adversely affect the overall cost
effectiveness of this rulemaking
(covering all light vehicles).
We stated that we believed that a
SWR of 1.5 is appropriate for these
heavier vehicles. We stated that given
the requirements of SAFETEA–LU, we
needed to ensure that the standard
results in improved real world roof
crush resistance for these vehicles. We
declined, however, to adopt a SWR
higher than 1.5 for vehicles with a
GVWR greater than 2,722 kilograms
(6,000 pounds), given the small
additional benefits (4 additional lives
saved and 137 nonfatal injuries
prevented) and substantially higher
costs. We explained that adopting a
SWR of 2.0 for these vehicles would
more than double the costs of the rule
for these vehicles.
2. Overall Rationale for Request and
Petitioners’ Argument Concerning Costs
In their petition for reconsideration,
Advocates et al. argued that the agency’s
rationale for a SWR of 1.5 for heavier
light vehicles is inadequate. While they
conceded that cost burdens are a
consideration to be taken into account,
these petitioners claimed that the
agency had unwarrantedly elevated cost
considerations above the need to secure
substantial increases in benefits for
people involved in rollover crashes in
light vehicles above 2,722 kilograms
(6,000 pounds) GVWR.
While the petitioners acknowledged
the agency’s discussion of the Supreme
Court’s decision in Motor Vehicle
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Manufacturers Association v. State
Farm, they argued that NHTSA did not
establish any specific standard for
judging the reasonableness of costs
involved in increasing the stringency of
the SWR for vehicles greater than 2,722
kilograms (6,000 pounds). They stated
that the point at issue, whether the costs
are reasonable with respect to higher
SWR levels for these vehicles, was not
independently established by an appeal
to any specific, recognized test that the
agency sets forth for objective
assessment of ‘‘what costs are tolerable
for gaining additional safety benefits.’’
While we believe that the basis for our
decision concerning SWR was
adequately presented and explained in
the final rule, we will provide a more
detailed discussion in responding to the
petitions for reconsideration.
We begin by elaborating on our earlier
discussion of the Supreme Court’s
statement in State Farm that safety is
the pre-eminent factor in vehicle safety
rulemaking. We note that neither the
Court nor the passages of legislative
history it quoted suggested that the preeminence of safety considerations leaves
no significant role for other
considerations to influence rulemaking
decisions. The Court’s opinion, as well
as each of the two passages of legislative
history, all emphasize that it is
necessary and appropriate to consider
costs as well as other non-safety factors,
in making those decisions. We take the
pre-eminence of safety to mean that
strict considerations of economic
efficiency do not govern vehicle safety
rulemaking. We do not, however,
understand it to mean that we must
establish requirements whose benefits
are mathematically significantly
disproportionate to their costs,
especially when the costs are large in
absolute terms.
As to the suggestion that we establish
a specific numerical test for determining
whether costs are reasonable in relation
to likely benefits and apply it across the
board to particular rulemakings,
regardless of their individual
circumstances, we decline to do so.
Adoption of a formulaic calculus of
decisionmaking would preclude a
careful, fact-based assessing and
weighing of competing considerations.
We must consider all relevant factors in
the context of the facts in any particular
rulemaking, and therefore cannot
consider safety in isolation or without
due regard to those other factors.
We can, however, identify the types of
facts that lead us to give careful scrutiny
to reasonableness of costs in a
rulemaking, and which lead us to place
increased weight on this factor as we
consider all other relevant factors in
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reaching a particular decision.
Specifically, we give scrutiny to the
issue of reasonableness of costs in
rulemakings where our analyses
indicate that either the overall
rulemaking, or a significant portion of
the rulemaking, is borderline with
respect to whether it is cost beneficial,
i.e., whether the benefits of the
rulemaking exceed the costs. Moreover,
in situations where either the overall
rulemaking or a significant portion of
the rulemaking appears likely to result
in net disbenefits, i.e., net losses, our
scrutiny increases as the size of the
potential net disbenefits increases, and
the weight we accordingly place on this
factor increases.
The agency did weigh the competing
considerations and relevant factors for
this rule. Although Advocates et al.
argue that the agency merely cited the
fact that there are increased costs, the
agency presented detailed costeffectiveness and benefit-cost analyses
in its FRIA for the roof crush resistance
final rule and summarized those
analyses in the preamble. Among other
items, these analyses looked at the
number of fatalities that the rule would
prevent. In fact, in the FRIA, NHTSA
published a table summarizing costs
and benefits for various SWR
alternatives (1.5, 2.0, 2.5, 3.0, 3.5). The
agency also considered one-sided and
two-sided tests. See FRIA, pp. 125–134.
Based on the analysis of the alternatives
in the FRIA and after considering the
comments received, the agency changed
the SWR requirement from that
included in the proposal. In the NPRM,
the agency included a 2.5 SWR, onesided requirement for all vehicles with
a GVWR of 4,536 kilograms (10,000
pounds) or less. While the agency
lowered the SWR requirement, as
compared to the NPRM, to 1.5 for the
heavier light vehicles in the final rule,
the agency actually raised the SWR to
3.0 for vehicles with a GVWR of 2,722
kilograms (6,000 pounds) or less. This
was done, in part, because doing so
would prevent significantly more
fatalities.
In an effort to respond to the petition
of Advocates et al., the agency is
including a recitation of how the agency
came to its conclusions relating to the
change in SWR. As with any rule, the
estimates of cost effectiveness rely on a
number of important inputs and
calculations.5 For example, the cost
5 It is important to note that many benefit and cost
calculations changed between publication of the
PRIA and FRIA. These changes are detailed in the
FRIA. For example, the agency’s inputs changed
due to the increased use of electronic stability
control and for increased seat belt use. The agency
also made adjustments to calculations of costs. For
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17609
effectiveness of the rule was estimated
for each alternative using both 3% and
7% discount rates. The net benefits for
each alternative represent the difference
between total costs and the total
monetary value of benefits.
In order to calculate net benefits, it is
necessary to use a value per statistical
life saved (VSL). Guidance from the
Office of the Secretary of Transportation
(OST) specifies a value of $5.8 million,
with recommendations that values of
$3.2 million and $8.4 million also be
considered to account for uncertainty.
We note that this guidance is available
on the OST Web site.6 We also note that
the value of $5.8 million was adopted in
February 2008 and represented an
increase from an earlier value of
$3.0 million that had been adopted in
January 2002.
The monetary value of benefits used
by NHTSA also included $300,000 in
economic costs prevented. Thus, for our
primary estimates, the monetary value
of benefits was estimated by assigning a
value of $6.1 million to each equivalent
fatality prevented.
The FRIA includes cost-effectiveness
and benefit-cost analyses for various
alternatives considered by the agency.
As noted in the preamble, nearly all
alternatives covering vehicles from
2,723 and 4,536 kilograms (6,001 and
10,000 pounds) GVWR yield net losses
rather than net savings to society. The
agency’s specific estimates of net
benefits for two-sided test requirements
with alternative SWRs are presented in
the following table.7
NET BENEFITS; VEHICLES
> 2,722 KILOGRAMS
(6,000
POUNDS); 2-SIDED TESTS; $5.8 MILLION VSL*
SWR alternative
1.5 ......................
2.0 ......................
2.5 ......................
3.0 ......................
Net benefits
$55 million to $180 million.
$123 million to $547 million.
$590 million to $1,189
million.
$1,280 million to $2,136
million.
* Based on $5.8 million VSL plus $300,000
economic costs.
This table shows that for light
vehicles with a GVWR greater than
example, the agency’s cost inputs changed because
the agency received more information concerning
vehicle weight.
6 https://ostpxweb.dot.gov/policy/reports/
080205.htm.
7 See Table VII–4 of the FRIA. We note that
NHTSA identified minor errors in Table VII–4. The
agency is placing a corrected table in the docket.
The numbers presented in this document are the
corrected numbers.
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2,722 kilograms (6,000 pounds), all of
these alternative SWRs, including the
one we adopted, result in net losses to
society, and also that net losses increase
by a substantial amount at each higher
alternative. For example, it is clear that
going successively to each alternative
above 1.5 can result in additional
hundreds of millions of dollars of net
losses. The net losses from the 3.0 SWR
alternative, the one advocated by the
petitioners, would be well in excess of
a billion dollars.
We also note that consideration of
uncertainties related to VSL does not
significantly affect these numbers. The
net losses are slightly higher using a
VSL of $3.2 million and slightly lower
using a VSL of $8.4 million. See Tables
VII–5 and VII–6 of the FRIA. However,
even using a VSL of $8.4 million, the
net losses are $50 million to $174
million for an SWR of 1.5 and $101
million to $524 million for an SWR of
2.0, and continue to rise substantially
for higher SWRs.
The FRIA presents cost-effectiveness
and benefit-cost analyses in a number of
different ways, including calculations of
cost per equivalent life saved for
different alternatives. The cost per
equivalent life saved for all of the
alternatives identified in the table above
is well above the range of plausible VSL,
i.e., the range where they would be
considered cost-beneficial. See Table
VII–3 of the FRIA. We note that, while
well above this range, the cost per
equivalent life saved is slightly less
disfavorable for a 2.0 SWR than a 1.5
SWR ($18.8 million to $72.0 million vs.
$27.9 million to $90.3 million).
However, given the small number of
additional benefits and the substantially
higher costs associated with the 2.0
SWR alternative, the net losses for this
alternative are substantially higher than
for the 1.5 SWR alternative ($123
million to $547 million vs. $55 million
to $180 million). The cost per
equivalent life saved for an SWR of 3.0
would be $88.4 million to $140.0
million.
NHTSA and other agencies evaluate
cost-effectiveness and benefit-cost
analyses as part of ensuring that they
and the public are fully aware of the
consequences of their rulemaking
decisions. Societies have limited
resources and many alternative ways of
using those resources, including many
alternative ways of reducing risks. To
the extent that various regulatory
alternatives result in increasingly high
costs to achieve limited safety benefits
and net losses to society rather than net
benefits, they raise the issue of whether
those societal resources could better be
used elsewhere, especially when the net
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losses are substantial. While NHTSA
has always placed primary importance
on safety benefits, it has never
considered safety without regard to cost
implications.
In our May 2009 final rule, we
adopted a SWR of 1.5 for the heavier
light vehicles despite the fact that, at
this level, our analyses showed that
there would be net losses to society. The
reasons for this are cited above. We
declined, however, to adopt a SWR
higher than 1.5 for vehicles with a
GVWR greater than 2,722 kilograms
(6,000 pounds). As we stated in the
FRIA, ‘‘the cost/equivalent fatality for
vehicles over 6,000 lbs. GVWR is
roughly 12–16 times that for the lighter
vehicles at any given SWR.’’ 8
The costs of the rule for these vehicles
are substantial at 1.5 SWR, i.e., $70.9
million to $195.0 million, and would
increase to $182.3 million to $605.9
million for an SWR of 2.0. See Table
VII–2 of the FRIA. Moreover, as noted
above, given the small number of
additional benefits and the substantially
higher costs associated with the 2.0
SWR alternative, the net losses to
society for this portion of the
rulemaking would increase from the
range of $55 million to $180 million for
the 1.5 SWR alternative to the range of
$123 million to $547 million for the 2.0
SWR alternative. Also, the increased net
losses for still higher SWRs would be
very substantial, e.g., well in excess of
a billion dollars for SWR of 3.0. Given
the small number of additional benefits,
the magnitude of the net losses to
society, and given how far outside the
range of cost per equivalent life that
would ordinarily be considered to be
cost-beneficial, we believe our decision
not to adopt an SWR higher than 1.5 for
these vehicles is reasonable, and we do
not accept these petitioners’ argument
that the agency unwarrantedly elevated
cost considerations above safety.
Advocates et al. also claimed that
NHTSA had previously reached a
significantly different result in similar
circumstances, citing the agency’s 1995
rule amending FMVSS No. 201,
Occupant Protection in Interior Impact,
to require light vehicles to provide
protection when an occupant’s head
strikes upper interior components. They
specifically cited the agency’s decision
to include components in the rear
seating area of light trucks and vans
(LTVs), despite a great disparity in the
costs per equivalent life saved between
preventing fatalities in front seat areas
and preventing fatalities in rear seat
areas, and despite a very high cost per
equivalent life saved for the latter areas.
8 FRIA
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As indicated earlier, we decline to
define or otherwise adopt any specific
numerical test related to costs and
benefits as determinative as to whether
costs are reasonable or not. We instead
consider all relevant factors in any
particular rulemaking, and do not
consider this factor in isolation.
Moreover, NHTSA rulemakings where
either the overall rulemaking or a
signification portion of the rulemaking
is borderline with respect to whether
the benefits exceed the costs or where
there may appear to be net disbenefits
are rare. For these reasons, and in light
of the unique nature of the issues
involved in such rulemakings, we do
not consider the specific decisions we
reach in one of these rulemakings to be
directly comparable to other
rulemakings. We note that while the
overall FMVSS No. 201 rulemaking was
highly cost-beneficial, the overall
FMVSS No. 216 rulemaking is not.9 We
also note that the agency decided in the
former rulemaking that coverage of the
rear seat areas was particularly
necessary because children are
disproportionately likely to be seated in
the rear, instead of the front, seating
area and would be subject to head
injuries unless the rear seating areas
were included.
3. Petitioners’ Argument Concerning
Equity
Advocates et al. made arguments
related to equity. They claimed that it is
inequitable to those who travel in large
vans and large sport utility vehicles
(SUVs) for those vehicles to be subject
to a lower standard for roof crush
resistance safety. They noted that the
agency proposed an SWR of 2.5 for all
light vehicles, and the petitioners
claimed that the agency ‘‘reneged on the
need to provide equal safety for all light
motor vehicle occupants in the final
rule.’’ CfIR argued that drivers and
passengers of light trucks, SUVs and
vans to 4,536 kilograms (10,000 pounds)
GVWR deserve the same rollover
protection as occupants of 2,722
kilograms (6,000 pounds) GVWR
vehicles. It stated that trucks, SUVs and
vans which accommodate four to 15
passengers are primarily used by
commercial operators, schools, social
groups, and non-profit entities.
In responding to these arguments, we
note that we explained in the final rule
preamble that while we recognized the
argument that all light vehicles should
meet the same SWR requirements, to
ensure the same minimum level of
9 Adjusted to 2007 economics, the cost per
equivalent life saved for the overall FMVSS No. 201
rulemaking was $1.1 million to $1.3 million.
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protection in a rollover crash, we
believed in selecting particular
requirements for a final rule that our
focus needed to be on saving lives while
also considering costs and relative risk.
We stated that what is necessary to meet
the need for safety and is practicable for
one type or size of vehicle may not be
necessary or reasonable, practicable and
appropriate for another type or size of
vehicle.
We explained further that, to the
extent the goal of establishing the same
SWR requirements for all light vehicles
would have the effect of either
unnecessarily reducing the number of
lives saved in lighter vehicles or
imposing substantially higher,
unreasonable costs on heavier vehicles
despite their lesser relative risk, we
believed it was appropriate to adopt
different requirements for different
vehicles.
NHTSA considers all relevant factors,
including, where appropriate, special
concerns. As noted above, in a FMVSS
No. 201 rulemaking, the agency decided
that it was particularly necessary to
protect children, who are often seated in
the rear and who would be susceptible
to head injuries unless the rear seating
areas were included.
The agency has never, however,
adopted a position that identical safety
requirements should apply to all light
vehicles or at all seating positions
regardless of considerations such as
relative risks and costs. The Vehicle
Safety Act requires us to issue standards
that meet the need for motor vehicle
safety. For any given aspect of vehicle
safety performance, the need for motor
vehicle safety, which is defined in the
Act in terms of unreasonable risk, varies
by type and size/weight of vehicle, as
well as by other factors. Given those
differences in risk, the type and level of
regulation that is reasonable, practicable
and appropriate for one vehicle type
may differ from that for another vehicle
type. Moreover, we believe that
adopting an inflexible position of
identical requirements regardless of the
particular circumstances would be
contrary to public safety. Such a
position, in combination with the fact
that often some light vehicles have
greater compliance difficulties than
other light vehicles and thus might not
be able to achieve as high a level of
performance as those other vehicles,
could force the adoption of lower, less
protective requirements for all light
vehicles.
Given these considerations, we do not
accept the petitioners’ arguments
concerning equity.
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4. Consequences of Lower Roof Crush
Protection for Heavier Light Vehicles
and Documentation From NTSB
Advocates et al. argued that the
consequences of what they term
inadequate roof crush protection for
large light truck and van occupants are
more severe than for light passenger
vehicles. They also argued that NTSB
comments, investigations, and
recommendations document the serious
occupant risks of death and injury in
large van rollover crashes.
The petitioners stated that the greater
weight of the heavier vehicle places
higher loads on the roof and roof
supports during a rollover. They also
stated that certain heavier passenger
vehicles will be even more inadequately
protected from intrusive roof crush in
rollover crashes than lighter passenger
vehicles because they have long roofs
and multi-row seating, especially 8occupant large SUVs, and 12- and 15passenger vans. They stated that the
specified test requirements do not test
the crush resistance of C-, D- and Epillars of heavier, longer passenger
vehicles.
Advocates et al. also noted that
NHTSA has published repeated
advisories and research analyses
warning of the very high rollover
propensity of 15-passenger vans. They
stated in its latest research note, titled
Fatalities to Occupants of 15-Passenger
Vans, 2003–2007,10 NHTSA stressed
that ‘‘15-passenger vans with 10 or more
occupants had a rollover rate in single
vehicle crashes that is nearly three times
the rate of those that had fewer than five
occupants.’’ They also noted that the
research report indicated that, in 2007,
fatalities of occupants of 15-passenger
vans increased nearly 20 percent from
the previous year, as well as other data
from that report.
The petitioners stated that NTSB also
emphasized the need for much stronger
roofs in heavy passenger vans both in its
accident reports and in its comments
filed with NHTSA rulemaking dockets
on passenger vehicle roof crush
resistance. Advocates et al. stated that in
commenting on NHTSA’s NPRM to
amend FMVSS No. 216, NTSB pointed
out that heavier vehicles such as 12- and
15-passenger vans, not subjected to the
roof strength standard, were
experiencing patterns of roof intrusion
greater than vehicles already subject to
the requirements and cited two
investigations it conducted concerning
the safety need for vehicles between
10 Fatalities to Occupants of 15-Passenger Vans,
2003–2007, Traffic Safety Facts: Research Note,
DOT HS 811 143, National Highway Traffic Safety
Administration, May 2009, at page 5.
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2,722 and 4,536 kilograms (6,000 and
10,000 pounds) GVWR to meet roof
crush resistance requirements. These
petitioners included a discussion of
these investigations, and asserted that
NHTSA’s roof crush final rule does not
fulfill NTSB recommendations for vans
and heavier vehicles.
In reaching its decision on the roof
crush final rule, NHTSA carefully
considered the consequences of
alternative SWR requirements for the
heavier light vehicles. As discussed
above, as part of this, the agency
conducted a detailed analysis of the
benefits and costs at alternative SWR
levels, which is presented in detail in
the agency’s FRIA. Among other things,
the agency conducted a detailed
analysis of the target population of
occupants who would be likely to
benefit from a stronger roof due to an
upgrade of FMVSS No. 216, and how
they would benefit from stronger roofs
meeting alternative SWR level
requirements.
While we adopted, for reasons
discussed in the final rule preamble
(and also discussed above), a lower
SWR level for the heavier light vehicles
than for ones with a GVWR of 2,722
kilograms (6,000 pounds) or less, the 1.5
SWR requirement we adopted is more
stringent than the longstanding
requirement that has applied to lighter
vehicles until this rulemaking. The
standard now requires a two-sided test.
We also note that since the amount of
force that a vehicle’s roof must
withstand in the specified test is a
multiple of the vehicle’s unloaded
weight, e.g., 1.5 times the unloaded
weight of the vehicle, the amount of
force that is applied to a vehicle’s roof
is higher for heavier vehicles than
lighter vehicles at any constant SWR.
Advocates et al. raised specific issues
concerning the safety of larger passenger
vans. We note that, as discussed in the
May 2009 research note 11 they cited,
and in documents referenced by that
note, NHTSA developed a specific
action plan for 15-passenger van safety.
In September 2003, the agency
published the NHTSA Action Plan for
15-Passenger Van Safety. It described a
number of research programs, consumer
information activities and potential
regulatory actions with which NHTSA
intended to address the safety of 15passenger van users. The plan was
updated in November 2004 and the
most recent update to the plan was
11 The research note available on NHTSA’s Web
site at https://www-nrd.nhtsa.dot.gov/Pubs/
811143.PDF.
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prepared in April 2008.12 The action
plan is discussed at pp. 4 to 5 of the
referenced May 2009 research note.13
Occupant protection for 12- and 15passenger van continues to be an agency
priority and, as a result of the agency’s
rulemaking to upgrade FMVSS No. 216,
these vehicles will for the first time be
required to comply with FMVSS No.
216. The May 2009 research note
indicated that fatalities, both total and
in vans that rolled over, have been on
a declining trend since 2001. As noted
by the petitioner, there was an increase
in 2007; however, we expect that the
safety benefits that will occur as a result
of new regulatory requirements adopted
in connection with the agency’s action
plan for 15-passenger van safety and its
comprehensive plan to address the
serious problem of rollover crashes will
increase over time as the new
requirements are phased in and as an
increasing percentage of the on-road
fleet meet these requirements.
As part of our rulemaking to upgrade
FMVSS No. 216, we considered the
comments and recommendation of the
NTSB. In the final rule, we indicated
that the rule would address the NTSB’s
recommendation H–03–16, to include
12- and 15-passenger vans in FMVSS
No. 216, to minimize the extent to
which survivable space is compromised
in the event of a rollover accident. We
plan to consult further with NTSB about
its recommendation. We note that the
petitioners have not provided any
information that would lead us to
change our view that the rule addresses
that NTSB recommendation.
In its petition, CFiR also requested the
agency to adopt a higher SWR for the
heavier light vehicles with passenger
seating positions of three or more. CfIR
stated that these vehicles are often less
stable, occupants are more vulnerable,
and the vehicles are used more
frequently in off-road transportation. As
part of analyzing the target population
of occupants who would be likely to
benefit from a stronger roof due to an
upgrade of FMVSS No. 216, the agency
has already accounted for issues related
to the stability of these vehicles and
vulnerability of their occupants.
Historically, vehicles with a GVWR
between 2,723 and 4,536 kilograms
(6,001 and 10,000 pounds) comprise
approximately 20 percent of the fleet
with over 90 percent of these heavy
12 This update is available on NHTSA’s Web site
at: https://www.nhtsa.dot.gov/cars/problems/
studies/15PassVans/VAP_rev1_2008.pdf.
13 We note that there is some overlap between the
actions in the agency’s action plan for 15-passenger
van safety and its comprehensive plan for
addressing the serious problem of rollover crashes,
discussed earlier in this document.
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vehicles allowing for three or more
seating positions.14 As to the issue of
more frequent off-road use, we note that
the relevant agency sources would not
collect data for crashes that happen
during off-road transportation such as at
work sites. However, CfIR has not
provided any supporting information
relating to its claim that the vehicles are
used more frequently in off-road
transportation, or that there are any
significant number of rollover crashes
that would meaningfully affect the
target population used by the agency for
its analysis of benefits and costs. We
therefore do not accept this argument.
5. Agency’s Cost-Benefit Analysis
Advocates et al. argued that NHTSA’s
cost-benefit analysis underestimates the
number of lives that could be saved by
much stronger roofs. They cited benefits
estimates submitted by the Insurance
Institute for Highway Safety (IIHS) in a
March 2008 comment and in a
subsequent publication. These
petitioners stated that in that
publication IIHS claimed that NHTSA
underestimated roof strength
improvement benefits due to the
agency’s mistaken belief that there will
be no benefits for unbelted occupants or
those occupants who risk ejection. They
also said that IIHS provided much
higher estimates of benefits than
NHTSA.
Advocates et al. claimed that the
agency failed to discuss or respond to
the initial IIHS benefits estimate in the
final rule. They claimed that while the
agency engaged in ‘‘a highly detailed,
extensive evaluation in the FRIA of the
strengths and weaknesses of the study
attached by IIHS to its docket
comments,’’ the agency failed in this
supporting document to evaluate the
benefits claims proffered by IIHS. The
petitioners stated that the central point
of the IIHS submission to the
supplemental notice of proposed
rulemaking (SNPRM) docket was to
emphasize that the agency had
dramatically underestimated the
benefits of adopting a stronger fleetwide FMVSS No. 216. Advocates et al.
claimed that NHTSA ignored the merits
of the IIHS benefits analysis
‘‘notwithstanding the internal debate set
forth in the FRIA over some aspects of
14 According to the 2007 model year Polk
Automotive vehicle registration data, standard cab
pickup trucks with one row of seating and at least
two designated seating positions account for
approximately 10 percent of all vehicles registered
with a GVWR between 2,723 and 4,536 kilograms
(6,001 and 10,000 pounds). Extended cab pickup
trucks, vans and sport utility vehicles that have the
capacity to seat three or more occupants account for
the remaining registrations in this vehicle weight
class.
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the methodology and data selected by
IIHS in conducting its study.’’
NHTSA does not accept the claim of
these petitioners that the agency ignored
the merits of the IIHS benefits analysis.
We begin by emphasizing that NHTSA’s
decision is based in significant part on
the agency’s Final Regulatory Impact
Analysis. In section VII of the preamble
to the final rule, titled Costs and
Benefits, we explained that ‘‘(t)he
agency addresses the comments
concerning its analysis of costs and
benefits in detail in the FRIA.’’ 74 FR
22377. We also noted that, in the final
rule preamble, we summarized the
agency’s estimates of costs and benefits
and discussed the comments concerning
target population and roof crush as a
cause of injury.
In the FRIA, the agency provided a
detailed 5-page discussion of the
various IIHS studies, including both
their methodology and conclusions (see
pages 47–51). This discussion addressed
the IIHS submissions from March 2008,
May 2008, and February 2009,
representing the most recent IIHS
research submitted prior to publication
of the final rule in May 2009. This same
discussion also addressed comments by
JP Research, which submitted its own
evaluation of the IIHS study, and argued
that there were significant flaws in its
methodology.
NHTSA’s discussion in the FRIA
showed the limitations of the IIHS
methodology and showed that its
conclusions regarding ejections and belt
use are not supported by the data. This
discussion was not, as Advocates et al.
suggest, an ‘‘internal debate’’ but an
evaluation of the merits of the IIHS
study and its findings. The FRIA also
described the agency’s own study,
which applied previously peer-reviewed
methods specifically to ejections and
unbelted occupants, and which
contradicted the IIHS studies. Given
these considerations, the agency did not
accept the benefit estimates provided by
IIHS. The relevant issues concerning
estimated benefits are addressed in
much greater detail in Chapter IV of the
FRIA.
Advocates et al. did not address any
of the detailed criticisms of the IIHS
analyses discussed by NHTSA in the
FRIA, but simply claimed in its petition
that the agency had ignored the merits
of the IIHS study. Given the above
discussion, we do not accept that claim.
Advocates also criticized the agency’s
adjustment of future target populations
to reflect the required installation of
electronic stability control (ESC) in all
passenger vehicles. Advocates stated
that the agency has only projected safety
benefits as the fleet gradually is
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equipped with ESC, including large
vans, but no actual crash data
specifically verifying that rollovers have
been reduced in large vans as a direct
result of ESC.
The analysis presented by NHTSA in
the FRIA reflects a projection of annual
impacts that will occur when the entire
vehicle fleet has been designed to
include both ESC and stronger roofs, not
the impacts to today’s on-road fleet. In
numerous studies as well as in vehicle
tests, ESC has been shown to
significantly reduce rollover crashes in
passenger vehicles. During the course of
the ESC rulemaking, when projecting
the costs and benefits of ESC, NHTSA
used effectiveness estimates based on
sound, peer reviewed statistical studies
to project the benefits of ESC in all
passenger vehicles, including large
vans. We note that in comments
concerning the PRIA for ESC, Advocates
acknowledged that the installation of
ESC would impact the FMVSS No. 216
rulemaking by reducing the number of
rollovers.
ESC will be standard equipment on
all passenger vehicles before the new
roof crush requirements become
effective. This means that future vehicle
fleets containing the stronger roofs
required by FMVSS No. 216 will
experience fewer rollover crashes than
are experienced by the current on-road
fleet. It would be inappropriate to
compare the costs of improving roof
strength to benefits derived from current
fatality and injury levels without first
adjusting for the significant impact that
ESC will have on the crash experience
of future vehicle fleets with enhanced
roof strength.
Advocates et al. also claimed that ESC
may not be effective in large vans. At
the time NHTSA did its statistical
analysis of this issue, there were too few
vans on the road with ESC to analyze
them separately from other vehicles.
However, NHTSA has tested ESC on
large vans and found that it is effective
in improving stability in potential
rollover scenarios. This study 15 found
that ‘‘* * * installation of ESC on 15passenger vans may have important
safety benefits in some, but not
necessarily all, on-road driving
situations.’’ This is reasonably
consistent with ESC applicability in
other vehicles where it is highly
effective in many circumstances, but
cannot prevent rollover in all situations.
Moreover, large vans make up a very
small portion of the target population.
15 Forkenbrock, G.J., and Garrott, W.R., ‘‘Testing
the Rollover Resistance of Two 15-Passenger Vans
with Multiple Load Configurations,’’ National
Highway Traffic Safety Administration,
Washington, DC, June 2004, DOT HS 809 704.
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NHTSA examined the sample cases
included in its target population and
did not find any cases involving large
vans that met the criteria for inclusion.
This does not imply that there would
never be such cases, but it does indicate
that they are a relatively rare
occurrence.
One possible reason, aside from the
relative rarity of these vehicles in the
fleet, is that roof crush typically is only
an issue in vehicles that roll more than
one quarter turn. The general shape of
large vans, with more extensive areas of
sheet metal on each side, makes it less
likely that they would roll more than
one quarter turn. In NHTSA’s
Crashworthiness Data System (CDS)
from 2004–2008, the portion of crashinvolved passenger cars that rolled over
was roughly equal to the portion of
crash-involved vans that rolled over,
but, passenger cars were twice as likely
as vans to roll more than one quarter
turn and thus expose their occupants to
potential roof intrusion.
Given the above considerations, we
decline to reconsider the target
population related to ESC
considerations.
B. Request That Agency Adopt a
Dynamic Testing Provision
1. May 2009 Preamble Discussion
As discussed in the preamble to our
May 2009 final rule, we developed our
proposal to upgrade roof crush
resistance requirements after
considerable analysis and research,
including conducting a research
program to examine potential test
procedures that might be adopted to
improve the roof crush resistance
requirements. The agency testing
program included full vehicle dynamic
rollover testing, inverted vehicle drop
testing, and comparing inverted drop
testing to a modified FMVSS No. 216
test. After considering the results of the
testing and other available information,
the agency concluded that the quasistatic procedure generates results that
suitably represent the real-world
dynamic loading damage patterns, and
is the most appropriate one on which to
focus our upgrade efforts.
We did not propose a dynamic test
procedure in either the NPRM or the
SNPRM. We did discuss in the NPRM
a number of types of dynamic tests and
why we were not including them in the
proposal. With respect to the JRS test,
we noted that although the agency was
open to further investigating that test,
we had no data regarding the
repeatability of dummy injury and roof
intrusion measurements, and would
also need further information on its
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17613
performance measures, practicability,
and relevance to real-world injuries. We
stated that, in summary, we were not
proposing a dynamic test procedure and
that we believed the current quasi-static
test procedure is repeatable and capable
of simulating real-world deformation
patterns. We also stated that we were
unaware of any dynamic test procedures
that provide a sufficiently repeatable
test environment.
Consumer advocacy organizations and
a number of other commenters argued
that it is not enough to upgrade the
current quasi-static requirement, and
that a dynamic test requirement is
needed. While specific
recommendations varied, one was for
the agency to adopt an upgraded quasistatic requirement now, and to proceed
with further rulemaking at this time for
a dynamic test.
After reviewing the comments, we
declined to pursue a dynamic test as
part of that rulemaking, or to initiate a
separate rulemaking for a dynamic test.
We included an analysis of the
comments recommending a dynamic
test in an appendix.
We stated in the preamble that we
were still not aware of any dynamic test
procedure that provides a sufficiently
repeatable test environment. We stated
further that while some commenters
argued that certain procedures are
repeatable, the agency was not
persuaded by the arguments and data
they presented. We also noted that, for
reasons discussed in the appendix, there
are significant issues associated with
each of the cited dynamic test
procedures related to possible use in a
Federal motor vehicle safety standard.
We explained further that, also of
importance for this rulemaking, even if
NHTSA were to identify a particular
dynamic test procedure, among the
many known to be available, as likely to
be suitable for assessing roof crush
resistance (something we have not been
able to do thus far), we would need
additional years of research to evaluate
and refine, as necessary, the procedure
in order to develop a proposal,
including evaluating it in the context of
the current vehicle fleet. We stated that
it has not yet been determined whether
any dynamic test requirement that
might be identified by NHTSA’s
research would produce significant
additional benefits beyond those that
will be produced by the substantial
upgrade of the quasi-static procedure
that we adopted in that rule.
NHTSA stated that it agreed, however,
with pursuing a dynamic test as our
ultimate goal. We stated that we would
like to have one for rollover crashes just
as we do for front and side crashes. We
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stated that we could not adopt or even
propose one now because of issues
related to test repeatability, a dummy,
and lack of injury criteria. We explained
that we are pursuing further research for
a dynamic test. In the meantime, we did
not want to delay a significant upgrade
of FMVSS No. 216 that will save 135
lives each year.
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2. Overall Rationale for Request
As discussed above, CfIR asked us to
reconsider our decision not to adopt a
dynamic test. It cited two basic reasons
for the agency to reconsider this issue.
First, CfIR argued that the quasi-static
test and criteria do not reasonably
differentiate between the injury risk of
compliant and non-compliant vehicles.
Second, the petitioner argued that,
contrary to NHTSA’s assertions, the
Jordan Rollover System (JRS) dynamic
test has been available for two years and
extensive data submissions show it to be
reliable, repeatable, validated to real
world rollover injury risk and accurate
in assessing comparative injury
potential performance.
In its petition, CfIR cited numerous
submissions it had made to the docket.
This petitioner requested that the
agency review the data previously
submitted and summarized in its
petition and consider the following
actions related to a dynamic test: Adjust
the rule to allow for an alternate
dynamic compliance test, propose and
allow for an alternative dynamic test for
NCAP ratings, allow for non-compliance
or compliance exceptions based on
submitted dynamic test evidence, and
correct statements made by the agency
regarding the JRS’ repeatability and
reliability in testing a vehicle’s dynamic
performance that the petitioner
considers to be misleading and
inaccurate.
3. Introduction to Response
In responding to CfIR, we begin by
noting that we do not consider a request
to add a dynamic test requirement,
including as an alternative test, to be a
petition for reconsideration of the final
rule. As we did not propose regulatory
text to add a dynamic test procedure in
either the NPRM or the SNPRM and did
not invite comment on the possibility of
including such a procedure in the final
rule, adding a dynamic test procedure
was not within the scope of this
rulemaking. Our discussion in the
preamble of the NPRM explaining why
we were not including a dynamic test in
the proposal did not put such a test
within the scope of notice. We will
nonetheless discuss the issues raised by
CfIR as part of explaining our position
in these areas.
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We also note that CfIR requested that
we propose and allow for an alternative
dynamic test for NCAP ratings. In the
preamble to the final rule, we addressed
comments concerning NCAP by
explaining that the purpose of this
rulemaking is to upgrade our roof
strength standard. We said that the issue
of whether roof strength might be
addressed in some way in our NCAP
program would be considered separately
in the context of that program.
Moreover, the possibility of addressing
roof strength in our NCAP program is
not a rulemaking issue. Therefore, we
are not addressing issues concerning
NCAP in this document.
In addition, we note that CfIR has
asked the agency to make a variety of
conclusions relating to the use of the
JRS in research and concerning how it
compares to certain respects to various
dynamic tests included in the agency’s
standards. See p. 4 of CfIR’s supplement
to its petition for reconsideration.
We are not providing such
conclusions. NHTSA provided an
analysis of comments concerning
dynamic testing, including a discussion
of several specific tests, for the limited
purpose of explaining its decision
whether to pursue a dynamic test as part
of the current rulemaking (which would
have meant issuing either a new NPRM
or an SNPRM) or to initiate at this time
a separate rulemaking for a dynamic
test. We were not providing a
comprehensive analysis of any of these
various tests, and we do not take any
position concerning the use of these
tests in research.
4. Petitioner’s Claim That Quasi-Static
Test and Criteria Do Not Reasonably
Differentiate Between the Injury Risk of
Compliant and Non-Compliant Vehicles
CfIR claimed that the quasi-static test
and criteria do not reasonably
differentiate between the injury risk of
compliant and non-compliant vehicles.
It argued that some compliant vehicles
have substantially greater injury risk
than some non-compliant vehicles and
vice-versa, as shown by IIHS real world
rollover statistics and JRS dynamic test
data.
The petitioner stated further that the
agency’s final rule, as compared to the
earlier version of FMVSS No. 216, has
as its basis a slightly modified test and
significantly increased criteria for
compliance with only a statistically
inferred cumulative damage effect on
injury potential. CfIR stated that its
concern is that impact injuries are
dynamic non-cumulative events and are
a composite function of a vehicle’s roll
and pitch orientation, structural
strength, geometry, elasticity and
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stiffness as well as occupant kinematics,
interaction and effectiveness of
protection features. It stated that only
dynamic testing can accurately consider
these variables and rate vehicles
accordingly.
We do not accept CfIR’s argument that
the quasi-static test does not reasonably
differentiate between the injury risk of
compliant and non-compliant vehicles.
NHTSA addressed the relationship
between the FMVSS No. 216 quasi-static
test procedure, alternative SWR levels,
and injury risk throughout the
rulemaking to upgrade the standard. We
note that two studies 16 the agency
conducted in support of the final rule
have shown significant correlations
between vertical roof intrusion and
occupant injury from head contact.
These studies significantly relate static
test performance of a vehicle’s roof to
real world occupant safety.
In our SNPRM, when the second peerreviewed study was released, the agency
explained (73 FR 5490):
More recently, the agency has estimated
benefits based on the relationship between
intrusion and the probability of injury. This
relationship was not established when the
NPRM was published, but with the
additional years of data available, a
statistically significant relationship between
intrusion and injury for belted occupants has
since been established. A study regarding
this relationship has undergone peer review
and is available in the docket. This broader
relationship, together with other factors,
including the higher failure rates resulting
from adjustments for maximum vehicle
weight and the higher effective SWRs that
result from this same issue will likely lead
to slightly higher benefits than was estimated
in the NPRM.
The agency included in the FRIA a
detailed discussion of how it analyzed
benefits.
While CfIR has submitted numerous
JRS test results and some analysis
concerning those results and FMVSS
No. 216 performance, it has not
presented a comprehensive evaluation
of real world occupant safety and JRS
performance measures. We have
concluded that further research would
be needed to establish a correlation
between performance on the JRS and
real world occupant safety.
The agency recognizes that a dynamic
test, if coupled with suitable injury
criteria and dummy, has the potential to
16 NHTSA Docket No. NHTSA–2008–0016:
Strashny, Alexander, ‘‘The Role of Vertical Roof
Intrusion and Post-Crash Headroom in Predicting
Roof Contact Injuries to the Head, Neck, or Face
during FMVSS 216 Rollovers,’’ and NHTSA Docket
No. NHTSA–2005–22143: Austin, Rory, et al., ‘‘The
Role of Post-Crash Headroom in Predicting Roof
Contact Injuries to the Head, Neck, or Face During
FMVSS No. 216 Rollovers.’’
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assess some aspects of injury risk to
occupants in rollover crashes that are
not addressed by the current quasi-static
test. Some of these risks are addressed
by other parts of our comprehensive
plan for reducing the serious risk of
rollover crashes and the risk of death
and serious injury in those crashes,
including our rulemaking for ejection
mitigation. Moreover, as discussed in
the final rule preamble, we are pursuing
further research for a dynamic test.
However, the potential benefits that
might result from a future rulemaking
for a dynamic test requirement do not
provide an appropriate reason to delay
the significant upgrade of FMVSS No.
216 set forth in the May 2009 final rule
that is estimated to save 135 lives each
year.
As discussed above, CfIR requested
that we adjust the rule to allow for an
alternate dynamic compliance test or
allow for non-compliance or compliance
exceptions based on submitted dynamic
test evidence.
We decline to permit such an
alternative. Although we are pursuing
further research on dynamic tests, we
have not identified the JRS test as being
suitable for inclusion in FMVSS No.
216.
5. Petitioner’s Claim That JRS Test
Device Has Been Available for Two
Years and Extensive Test Data
Submissions Show It To Be Reliable,
Repeatable, Validated to Real World
Injury Risk and Accurate in Assessing
Comparative Injury Potential
Performance
In its petition, CfIR claimed that,
contrary to NHTSA assertions, the JRS
dynamic test device has been available
for two years and extensive test data
submissions show it to be reliable,
repeatable, validated to real world
rollover injury risk and accurate in
assessing comparative injury potential
performance.
NHTSA considered all comments
submitted in response to a Request for
Comments (RFC) notice published in
2001, the NPRM, and the SNPRM prior
to developing the final rule. However,
we continue to believe that there are
significant issues that require further
research, including ones related to
correlation of JRS performance measures
with real world occupant safety and
repeatability, as to whether the JRS
device would be suitable to use for
purposes of a test requirement in a
Federal motor vehicle safety standard.
In discussing the issue of a dynamic
rollover test, we believe it is important
to distinguish between the various types
of dynamic tests that might be
developed and their purposes. As we
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discussed in the final rule preamble,
rollover crashes are complex and
chaotic events. Rollovers can range from
a single quarter turn to eight or more
quarter turns, with the duration of the
rollover crash lasting from one to
several seconds. The wide range of
rollover conditions occurs because these
crashes largely occur off road where the
vehicle motion is highly influenced by
roadside conditions.
The variety and complexity of realworld rollover crashes create significant
challenges in developing dynamic tests
suitable for a Federal motor vehicle
safety standard. Rollover crash tests
presented to and/or conducted by the
agency have indicated a great degree of
variability in vehicle and occupant
kinematics.
In assessing whether a potential
dynamic test would be appropriate for
a Federal motor vehicle safety standard,
the agency must consider such issues as
(1) Whether the test is representative of
real-world crashes with respect to what
happens to the vehicle and any
specified test dummies; (2) for the
specific aspect of performance at issue,
whether the test is sufficiently
representative of enough relevant realworld crashes to drive appropriate
countermeasures and, if not, the number
and nature of necessary tests to achieve
that purpose; (3) whether the test is
repeatable and reproducible so that the
standard will be objective and
practicable; and (4) whether the test
dummies to be specified are biofidelic
for the purposes used.
In considering the possibility of a
dynamic rollover test in the context of
this particular FMVSS No. 216
rulemaking, we primarily focused on
whether a particular test would
appropriately assess roof crush
resistance. As we explained in the
NPRM and in subsequent documents,
the record showed that the quasi-static
procedure provides a suitable
representation of the real-world
dynamic loading damage patterns, and
an appropriate procedure to use in
upgrading the standard.
It is possible that an alternative
dynamic test could be used to assess
roof crush resistance in a manner
similar to that of the current quasi-static
test. For example, measurements of
headroom might be taken before and
after a dynamic crash test, and it also
might be possible to measure available
headroom during a crash test. CfIR cited
what it referred to as post crash negative
headroom.17
17 CfIR defined post crash negative headroom as
being the equivalent of post crash cumulative roof
crush.
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The potential benefits of a dynamic
rollover test could be much larger if the
test provided direct measurements of
injury risks in a crash test that is
representative of real-world crashes and
there were a dummy suitable for that
purpose. The agency’s dynamic front
and side impact test requirements were
developed based upon crash types and
injury outcomes in the field using
anthropomorphic test dummies that
were developed for specific crash tests.
In addressing the issue of
repeatability in its petition, CfIR cites
data which it argues show that the
procedure tests vehicles in a repeatable
and reliable way, with acceptable
variances, to the inputs supplied by the
person conducting the test. It cites
variances for road speed, contact pitch
angle and contact roll angle. The data it
presented suggest that it is able to
control these test parameters with
minimal variation.
However, while it is necessary for
these kinds of control parameters to be
repeatable, that is only one aspect of
evaluating repeatability and
reproducibility. Repeatability must be
evaluated using outcome or
performance measures. This would
include whatever performance criteria
were to be included in a standard.
Moreover, if the agency were to
identify the JRS test (among the many
potential alternative dynamic tests) as
likely to be suitable to include in
FMVSS No. 216, we would need
additional research to evaluate and
refine, as necessary, the procedure to
develop a proposal, including
evaluating it in the context of the
current vehicle fleet. The agency would
need, for example, to evaluate the
appropriate levels for the various
inputs, appropriate performance
criteria, repeatability, and so forth.
As noted earlier, rollover crash tests
can have an undesirable amount of
variability in vehicle and occupant
kinematics. Moreover, there are many
types of rollover crashes, and within
each crash type the vehicle speed and
other parameters can vary widely. A
curb trip can be a very fast event with
a relatively high lateral acceleration.
Soil and gravel trips have lower lateral
accelerations than a curb trip and lower
initial roll rates. Fall-over rollovers are
the longest duration events. Viano and
Parenteau 18 correlated eight different
tests to six rollover definitions from
NASS–CDS. Their analysis indicated
that the types of rollovers occurring in
the real-world varied significantly.
18 Viano D, Parenteau C., ‘‘Rollover Crash Sensing
and Safety Overview,’’ SAE 2004–01–0342.
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Occupant kinematics will also vary with
these crash types.
Numerous issues would need to be
addressed to assess the suitability of
using the JRS (or any other dynamic
test), in a Federal motor vehicle safety
standard as a more comprehensive test
providing direct measurements of
various injury risks. As previously
discussed, these would include, but not
be limited to, the following: (1) For
which of the various kinds of real-world
rollover crashes the test would be
representative and in what ways with
respect to what happens to the vehicle
and any specified test dummies during
the test, (2) for each specific aspect of
performance at issue, whether the test is
sufficiently representative of enough
relevant real-world crashes, and also
whether there are appropriate
performance criteria, to drive
appropriate countermeasures, (3)
whether the test is repeatable and
reproducible with respect to both input
and output measures (included any
performance criteria) so that the
standard will be objective and
practicable, (4) whether the test
dummies to be specified are biofidelic
for the purposes used, (5) the extent to
which the test addresses real-world
injuries not already addressed by other
Federal motor vehicle safety standards
so that the test requirement would likely
result in significant safety benefits, and
(6) how the test compares to other
possible dynamic tests, as well as
possible non-dynamic tests, for the
purpose of achieving these safety
benefits.
Our analysis of potential dynamic
tests is complicated by the following
factors:
• The currently available
anthropomorphic test devices (i.e.,
dummies) were not designed for use in
rollover testing and have not been
shown to be valid for such use.19
Frontal impact test dummies and side
impact test dummies are not
interchangeable and neither is suitable
for use in a rollover test. The Hybrid III
dummies, for example, were designed
for high acceleration impacts and their
motion does not resemble human
response under multi axis low
acceleration loading found in rollover
crashes. While CfIR claims to have
developed a more appropriate neck, this
device has not been documented, had
19 See Lai, W. III, B. E., Richards, D., Carhart, M.
Newberry, W., and Corrigan, C.F., ‘‘Evaluation of
human surrogate models for rollover,’’ SAE 2005–
01–0941; Yamaguchi, G.T., Carhart, M. R., Larson
R., Richards, D., Pierce, J., Raasch, C.C., Scher, I.,
and Corrigan, C.F., ‘‘Electromyographic activity and
posturing of the human neck during rollover tests,’’
SAE–2005–01–0302.
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its biomechanical response
demonstrated and correlated to human
response corridors, or independently
evaluated.
• There are no generally accepted
performance measures to evaluate
dynamic vehicle performance in
rollover crashes. CfIR claimed that
‘‘NHTSA, IIHS, and consensus
biomechanical performance criteria
have been established and generally
accepted,’’ but have not substantiated
that claim or otherwise demonstrated
the validity of the performance
measures they recommend for
measuring injury risk in this context.
CfIR has attempted to compare
measurements between vehicles and
evaluate their performance measures
based on their consistency with
anecdotal observations regarding
rollover safety.20 However, CfIR has not
shown that this is a generally accepted
approach for measuring real-world
injury risk or otherwise demonstrated
its validity.
Given these issues, as well as others
discussed in the final rule preamble and
appendix, we believe that there are
significant issues as to whether the JRS
would be suitable to use for purposes of
a test requirement to include in a
Federal motor vehicle safety standard.
As discussed in the final rule
preamble, we would like to have a
dynamic performance test for rollover
crashes just as we do for front and side
crashes. To that end, we are pursuing
further research into the feasibility of a
comprehensive dynamic test.
We are sponsoring research that will
include the following: (1) Assess
vehicle, crash, occupant and injury
patterns in rollover crashes through
epidemiologic investigations; (2)
develop priorities and parameter ranges
for dynamic rollover research that are
derived from analytical,
epidemiological, and computational
investigations; (3) develop a dynamic
test fixture and associated test
procedure capable of simulating the
dynamic rollover loading environment;
(4) perform a baseline evaluation of the
sensitivity of the vehicle and occupant
response to static and dynamic vehicle
parameters; (5) evaluate the biofidelity
of currently available anthropometric
test devices in terms of their ability to
predict injury risk in rollover
environments; and (6) evaluate the
predictive capabilities of current injury
20 See, for example, Transcript of proceedings
during the question and answers session, J. G.
Paver, D. Friedman, F. Carlin, J. Bish, and J.
Caplinger, ‘‘Development of Rollover Injury
Assessment Instrumentation and Criteria,’’ Injury
Biomechanics Research, Proceedings of the ThirtySixth International Workshop, 2008.
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Fmt 4700
Sfmt 4700
criteria for the most common rollover
injuries.
Also, for several years, NHTSA has
evaluated the performance of occupant
restraint systems in a simulated rollover
environment. This test series has
evaluated the performance of a variety
of restraint systems in limiting occupant
motion during a simulated roof to
ground impact. NHTSA has recently
initiated a research program to conduct
full scale rollover tests to evaluate
whether the relative performance of
advanced restraints shown in laboratory
testing can be replicated in a full scale
rollover test. NHTSA is conducting a
series of full vehicle rollover tests with
similarly restrained front and rear seat
occupants on the same side of a large
SUV. The agency desires to establish a
comparable inertial environment
between two occupants on the same
side of the vehicle to compare restraint
performance.
While we hope in the future to be able
to consider rulemaking to establish a
dynamic rollover test, we believe that
significant additional research is needed
before that would be possible. We will
be conducting and sponsoring our own
research and will monitor the research
of others, including the petitioner’s.
However, for the reasons discussed in
this document and in the other
documents we issued in the context of
the rulemaking to upgrade FMVSS No.
216, we are not prepared to initiate
rulemaking for a dynamic rollover test
at this time.
We note that our views concerning a
dynamic test appear to be similar to
those of IIHS. In its March 24, 2009
Status Report,21 IIHS stated, under the
heading ‘‘A Dynamic Test Would Be
Ideal, But Which One?’’:
A dynamic test could fill in the missing
data. However, the best way to conduct such
a test and how to evaluate the results are still
under debate.
Real rollover crashes occur in lots of ways,
and engineers have come up with different
kinds of tests to address various aspects of
these crashes — dolly rollovers, curb trips,
dirt trips, corkscrews, and fallovers, among
others. No single test best represents the
broad spectrum of actual crashes.
Measuring how a roof crushes in a
dynamic test is trickier than in a static test,
and some testing methods would preclude
having dummies inside the vehicles. The
dummy itself is a problem because none of
the existing types was designed to assess
injury risk in a rollover crash. Some
dummies may not even move like people do
when turned upside down.
A further complication is that many
rollovers are preceded by other events that
may affect occupants’ positions when their
21 https://www.iihs.org/externaldata/srdata/docs/
sr4403.pdf.
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07APR1
Federal Register / Vol. 75, No. 66 / Wednesday, April 7, 2010 / Rules and Regulations
vehicles roll. This means researchers will
have to figure out the best position for a
dummy in a dynamic test.
In the end, specifying a dynamic test is a
big task that’s only just started. In the
meantime, Institute research shows that
making roofs stronger as measured in a
relatively simple test will prevent many
injuries and deaths in rollover crashes.
C. Other Issues
In this section, we address several
additional issues raised by CfIR.
WReier-Aviles on DSKGBLS3C1PROD with RULES
Benefits Estimates
In its petition, CfIR presented benefits
estimates based on JRS test results and
also based on IIHS estimates of benefits.
The petitioner claimed, with respect to
affected population and benefits, that
‘‘(c)ontrary to submitted JRS evidence of
the benefits of reduced roof crush in
preserving side windows and avoiding
ejection portals, the agency predicts
only 667 lives saved.’’ We note that the
667 figure is the target population of
occupants who might benefit from
improved roof strength rather than the
number of lives saved. CfIR claimed that
the agency justified its prediction ‘‘by
characterizing the effect of their own
statistical injury potential data and
ignoring the comparable IIHS ejection,
and a general 50% reduction of
incapacitating injury benefit to
restrained, unrestrained and ejected
occupants.’’
The issue raised by CfIR about the
IIHS estimates of benefits is essentially
the same as the one raised by Advocates
et al. As discussed earlier in this
document, our decision not to accept
the IIHS estimates of benefits was based
on a detailed analysis of the IIHS
studies and methodology presented in
the FRIA. CfIR et al. did not address any
of the detailed criticisms of the IIHS
analyses discussed by NHTSA in the
FRIA, but simply claimed in its petition
that the agency had ignored the IIHS
estimates. Given the above discussion,
including that presented in the context
of the claim made by Advocates et al.
we do not accept CfIR’s claim. We also
do not accept estimates of benefits
presented by CfIR that rely on the IIHS
estimates of benefits that we did not
accept.
CfIR Supplement to Petition
As noted earlier, in September 2009,
CfIR submitted a document it called a
‘‘supplement’’ to its petition for
reconsideration. It attached a document
discussing JRS test results which it said
indicate that an SWR of 4.1 is required
to minimize roof crush injury potential.
CfIR stated it requested reconsideration
of JRS dynamic testing for the final rule
for two reasons: (1) IIHS’s SWR of 4 or
VerDate Nov<24>2008
15:15 Apr 06, 2010
Jkt 220001
greater has gained industry acceptance
and timely voluntary compliance, and
(2) the JRS test fixture accurately
measures post crash negative headroom
and can assess the injury potential of
occupant protection systems. It stated
that its supplement requests further (1)
raising the static test criteria to the
dynamically derived SWR criteria of 4,
and (2) initiating a dynamic rollover
crashworthiness NCAP program using
the JRS fixture.
We note that we may, in responding
to a petition for reconsideration,
consider supplementary information
provided in support of a request
included in that petition. We observe
that raising the static SWR criterion to
4 is a new request that is not within the
scope of CfIR’s petition.
Moreover, the fact that IIHS has
selected a SWR of 4, in a one-sided test,
in order for a vehicle to be rated as
‘‘good’’ does not provide a reason for us
to conduct rulemaking for a higher
SWR. We explained the basis for our
decisions concerning SWR in the May
2009 final rule preamble, and CfIR has
not provided any reasons for us to
conduct further rulemaking on that
issue.
Paper Titled ‘‘Scientific Review and
Evaluation of the Jordan Rollover
System (JRS) Impact Crash Test Device’’
CfIR submitted a paper titled
‘‘Scientific Review and Evaluation of the
Jordan Rollover System (JRS) Impact
Crash Test Device.’’ 22 While we
reviewed that paper, we believe that it
does not provide sufficient new
information to lead us to change our
position that there are significant issues
as to whether the JRS would be suitable
to use for purposes of a test requirement
to include in a Federal motor vehicle
safety standard.
Alleged Errors
In an appendix to its petition for
reconsideration, CfIR identified what it
characterized as ‘‘notable errors’’
regarding the JRS in the body of the May
2009 final rule preamble and in
Appendix A of that document. We have
discussed earlier in this document a
number of the issues raised by CfIR in
this appendix, and are providing
additional discussion about several
issues raised by CfIR in that appendix
below. Beyond the issues discussed
earlier in this document and the
additional discussion below, we believe
that much of the information CfIR
provides in its appendix simply
22 See
NHTSA–2009–0093: Scientific Review &
Evaluation of the Jordan Rollover System (JRS)
Impact Crash Test Device.
PO 00000
Frm 00063
Fmt 4700
Sfmt 4700
17617
represent comment about our
statements. We believe there is no need
to discuss each of these detailed
comments, as they do not provide
information that would lead us to
change our position that there are
significant issues as to whether the JRS
would be suitable to use for purposes of
a test requirement to include in a
Federal motor vehicle safety standard.
Discussion on roof racks. CfIR
claimed that NHTSA observed that the
roof racks the agency looked at had no
appreciable effect on SWR, but ignored
its submissions on the substantial
Nissan Xterra (and Land Rover
Discovery) tubular racks and the panelmounted Jeep Grand Cherokee racks
which it asserted focused loading and
created deep intruding buckles. As
discussed in the final rule preamble, the
existing FMVSS No. 216 test procedure
specified removal of roof racks prior to
platen positioning or load application.
We did not propose to change that
specification and, after considering a
comment submitted by Xprts, did not
change it in the final rule. See 49 FR
22371.
We reviewed the JRS test
submissions, and it continues to be our
view that there has not been any
demonstration that roof racks contribute
substantially to roof crush so as to
warrant changing the current
specification. We note that we reviewed
the materials provided by CfIR and,
based on what was presented, could not
draw a conclusion whether the roof rack
degraded the performance of the roof in
the test. Moreover, given the issues
discussed earlier in this document, it is
not clear what significance JRS test
results such as these would have in
showing how significant a potential
problem might be in the real world.
As we discussed in the final
preamble, the agency reviewed NASS–
CDS and could not find any relationship
that roof racks cause catastrophic
deformation of the roof in a rollover.
The agency stated:
* * * We reviewed several NASS–CDS
cases 23 of utility vehicles with roof racks that
had undergone rollover crashes. Our review
did not support the contention that the
presence of a roof rack initiated buckling of
the roof and increased the risk of occupant
injury. There was also no general trend
concerning injury severity and presence of a
roof rack in the reviewed cases.
23 Photographs collected from NASS–CDS Case
Query Page. NASS–CDS cases examined: 100121,
102005185, 146004985, 161005827, 656500082,
471300143, and 129005218.
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07APR1
17618
Federal Register / Vol. 75, No. 66 / Wednesday, April 7, 2010 / Rules and Regulations
We further reviewed our fatal hardcopy
case files 24 and could not identify a single
case where the roof rack appeared to
aggravate the deformation of the roof
structure. 74 FR 22372.
Discussion about repeatability of test
dummy and initial restraint positioning.
We included a discussion in Appendix
A of the final rule stating that because
the JRS is spinning prior to initiating the
vehicle test, there are concerns about
how to establish the initial belt position
on the test dummy in a manner that is
consistent with real world conditions.
We stated that the lateral acceleration
prior to rollover initiation can cause a
belted occupant to introduce slack in
the belt. We stated that there is also the
additional complication of the timing
for firing the rollover curtains and/or
pretensioners in the JRS pre-spin cycle.
CfIR stated that this is a reference to
the CRIS test and is not appropriate to
the JRS. However, we believe the
language cited by CfIR as incorrect is
ambiguous as the vehicle spins in the
JRS just prior to impact with the
roadway surface, where the CRIS has
the vehicle spinning at full velocity
prior to impact with the ground.
Therefore, both the JRS and CRIS have
the vehicle in a pre-spin prior to impact
with the road surface.
D. Conclusion
For the reasons discussed above, we
deny the petitions for reconsideration
submitted by Advocates et al. and CfIR.
Authority: 49 U.S.C. 322, 30111, 30115,
30166 and 30177; delegation of authority at
49 CFR 1.50.
Issued: April 2, 2010.
Stephen R. Kratzke,
Associate Administrator for Rulemaking.
[FR Doc. 2010–7908 Filed 4–6–10; 8:45 am]
BILLING CODE 4910–59–P
DEPARTMENT OF COMMERCE
50 CFR Part 648
[Docket No. 0909101271–91272–01]
WReier-Aviles on DSKGBLS3C1PROD with RULES
RIN 0648–AY23
Fisheries of the Northeastern United
States; Black Sea Bass Recreational
Fishery; Emergency Rule Correction
and Extension
AGENCY: National Marine Fisheries
Service (NMFS), National Oceanic and
24 See Docket Number NHTSA 2005–22143–56:
Roof Crush Analysis Using 1997–2001 NASS Case
Review.
15:15 Apr 06, 2010
Jkt 220001
SUMMARY: NMFS is taking two actions
through this rule: Correcting regulations
in the October 5, 2009, emergency rule
that closed the recreational black sea
bass fishery in the Federal waters of the
Exclusive Economic Zone (EEZ) from 3
to 200 nautical miles offshore, north of
Cape Hatteras, NC; and extending of that
initial closure. This action is necessary
to both correct the implementing
regulations of the initial closure that
were inadvertently implemented with
no end date, and to extend the
prohibition on recreational fishing for
black sea bass in the EEZ beyond the
expiration of the initial closure period.
The intent of the correction is to correct
the regulatory language of the initial
closure, thereby establishing an end
date for the initial closure period,
consistent with the intent of the initial
rule. The intent of the emergency
closure extension is to ensure that
recreational mortality does not occur
between the end date of the closure as
specified in the correcting action of this
rule, and the start of the 2010 black sea
bass recreational fishery season
recommendations of both the MidAtlantic Fishery Management Council
(Council) and Atlantic States Marine
Fisheries Commission (Commission).
DATES: Amendments to §§ 648.142 and
648.145 in amendatory instructions 2
through 4 are effective April 7, 2010,
and the amendment to § 648.142 in
amendatory instruction 5 is effective
April 8, 2010 through 11:59 p.m., May
21, 2010.
FOR FURTHER INFORMATION CONTACT:
Michael Ruccio, Fishery Policy Analyst,
(978) 281–9104.
SUPPLEMENTARY INFORMATION:
Correction Rule
National Oceanic and Atmospheric
Administration
VerDate Nov<24>2008
Atmospheric Administration (NOAA),
Commerce.
ACTION: Temporary rules; correcting
amendment and emergency action
extension.
NMFS published an emergency rule
to close Federal waters of the EEZ from
3 to 200 nautical miles offshore, north
of Cape Hatteras, NC, to black sea bass
recreational fishing in the Federal
Register effective October 5, 2009 (74
FR 51092), for a period of 180 days. This
closure was necessary as the
information available indicated that the
2009 Recreational Harvest Limit (RHL),
the annual catch level established for
the recreational fishery, had been
exceeded by a considerable amount.
Subsequent to the closure
implementation, information from the
NMFS Marine Recreational Fisheries
Statistics Survey (MRFSS) through
PO 00000
Frm 00064
Fmt 4700
Sfmt 4700
August 2009 indicated black sea bass
landings were 1,944,303 lb (882 mt).
This exceeded the 2009 RHL of
1,137,810 lb (516 mt) by 71 percent.
An error occurred in promulgating the
October 5, 2009, emergency closure
rule. The rule was published in the
Federal Register without specification
of when the 180–day effective period
would end. The rule became effective
on October 5, 2009, and will remain in
effect until modified by subsequent
rulemaking. While NMFS clearly
intended that the closure remain in
effect for 180 days, consistent with the
authority provided in section 305(c) of
the Magnuson-Stevens Fishery
Conservation and Management Act
(Magnuson-Stevens Act), the lack of a
published end date has been confusing
to stakeholders, implements a regulation
that would exceed the underlying
authority used to implement the
closure, and requires correction. Thus,
this action is correcting the October 5,
2009 (74 FR 51092), rule so that the
180–day period end date of April 12,
2010, is provided, as originally intended
by NMFS and consistent with the
emergency authority in the MagnusonStevens Act.
Temporary Emergency Rule Extension
At the time of the initial emergency
closure, NMFS, the Council, and
Commission were in the process of
finalizing 2010 black sea bass
specifications (i.e., RHL and commercial
fishery quota) and would be
undertaking the initial phases of 2010
black sea bass recreational management
measures shortly thereafter. It was not
known exactly what the 2010
specifications would be when the
closure was implemented, but the
preliminary information available
suggested that recreational landings in
2010 would have to be reduced from
2009 levels to ensure the 2010 RHL
would not be exceeded. Thus, NMFS
implemented a 180–day closure rather
than implementing a closure effective
only until the end of the 2009 fishing
year. The expectation at the time of the
closure was that the Council and
Commission’s joint management process
for recommending recreational
measures would occur through
November and December 2009, with a
final recommendation for managing the
2010 recreational black sea bass
provided to NMFS early in 2010 for
review, analysis, and rulemaking.
Several unforeseen events have
transpired in the interim since the
initial closure was implemented on
October 5, 2009. These events have
made the 2010 black sea bass
recreational management measures
E:\FR\FM\07APR1.SGM
07APR1
Agencies
[Federal Register Volume 75, Number 66 (Wednesday, April 7, 2010)]
[Rules and Regulations]
[Pages 17605-17618]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2010-7908]
-----------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
National Highway Traffic Safety Administration
49 CFR Part 571
[Docket No. NHTSA-2009-0093]
Federal Motor Vehicle Safety Standards; Roof Crush Resistance
AGENCY: National Highway Traffic Safety Administration (NHTSA),
Department of Transportation.
ACTION: Final rule; response to petitions for reconsideration.
-----------------------------------------------------------------------
SUMMARY: This document responds to two petitions for reconsideration of
a May 12, 2009 final rule that upgraded the agency's safety standard on
roof crush resistance. The first petition requested the agency to
reconsider its decision to apply a lower roof strength-to-weight ratio
requirement to heavier light vehicles, i.e., ones with a gross vehicle
weight rating greater than 2,722 kilograms (6,000 pounds), than to
other light vehicles. The second requested reconsideration of that
decision as well as the agency's decision not to adopt a dynamic
rollover test requirement as part of this rulemaking. After carefully
considering the petitions, we are denying them. This document also
responds to supplemental requests made by the petitioners.
FOR FURTHER INFORMATION CONTACT: For non-legal issues, you may call
Christopher J. Wiacek, NHTSA Office of Crashworthiness Standards,
telephone 202-366-4801. For legal issues, you may call J. Edward
Glancy, NHTSA Office of Chief Counsel, telephone 202-366-2992. You may
send mail to these officials at the National Highway Traffic Safety
Administration, 1200 New Jersey Avenue, SE., West Building, Washington,
DC 20590.
SUPPLEMENTARY INFORMATION:
Table of Contents
I. Background
II. Petitions for Reconsideration
III. Today's Document and Related Actions
IV. Response to Petitions
A. Request That All Vehicles With a GVWR Not Greater Than 4,536
Kilograms (10,000 Pounds) Be Required To Meet a 3.0 SWR
1. May 2009 Final Rule Discussion
2. Overall Rationale for Request and Petitioners' Argument
Concerning Costs
3. Petitioners' Argument Concerning Equity
4. Consequences of Lower Roof Crush Protection for Heavier Light
Vehicles and Documentation From NTSB
5. Agency's Cost-Benefit Analysis
B. Request That Agency Adopt a Dynamic Testing Provision
[[Page 17606]]
1. May 2009 Final Rule Discussion
2. Overall Rationale for Request
3. Introduction to Response
4. Petitioner's Claim That Quasi-Static Test and Criteria Do Not
Reasonably Differentiate Between the Injury Risk of Compliant and
Non-Compliant Vehicles
5. Petitioner's Claim That JRS Test Device Has Been Available
for Two Years and Extensive Test Data Submissions Show It To Be
Reliable, Repeatable, Validated to Real World Injury Risk and
Accurate in Assessing Comparative Injury Potential Performance
C. Other Issues
I. Background
On May 12, 2009, as part of a comprehensive plan for reducing the
serious risk of rollover crashes and the risk of death and serious
injury in those crashes, NHTSA published in the Federal Register (74 FR
22348) a final rule \1\ substantially upgrading Federal Motor Vehicle
Safety Standard (FMVSS) No. 216, Roof Crush Resistance.
---------------------------------------------------------------------------
\1\ Docket No. NHTSA-2009-093.
---------------------------------------------------------------------------
First, for the vehicles currently subject to the standard, i.e.,
passenger cars and multipurpose passenger vehicles, trucks and buses
with a Gross Vehicle Weight Rating (GVWR) of 2,722 kilograms (6,000
pounds) or less, the rule doubled the amount of force the vehicle's
roof structure must withstand in the specified test, from 1.5 times the
vehicle's unloaded weight to 3.0 times the vehicle's unloaded weight.
We note that this value is sometimes referred to as the strength-to-
weight ratio (SWR), e.g., a SWR of 1.5, 2.0, 2.5, and so forth.
Second, the rule extended the applicability of the standard so that
it will also apply to vehicles with a GVWR greater than 2,722 kilograms
(6,000 pounds), but not greater than 4,536 kilograms (10,000 pounds).
The rule established a force requirement of 1.5 times the vehicle's
unloaded weight for these newly included vehicles.
Third, the rule required all of the above vehicles to meet the
specified force requirements in a two-sided test, instead of a single-
sided test, i.e., the same vehicle must meet the force requirements
when tested first on one side and then on the other side of the
vehicle. Fourth, the rule established a new requirement for maintenance
of headroom, i.e., survival space, during testing in addition to the
existing limit on the amount of roof crush. The rule also included a
number of special provisions, including ones related to leadtime, to
address the needs of multi-stage manufacturers, alterers, and small
volume manufacturers.
The rulemaking action to improve roof strength was part of our
comprehensive plan for addressing the serious problem of rollover
crashes. There are more than 10,000 fatalities in rollover crashes each
year. To address that problem, our comprehensive plan includes actions
to: (1) Reduce the occurrence of rollovers, (2) mitigate ejection, and
(3) enhance occupant protection when rollovers occur (improved roof
crush resistance is included in this third category). A more complete
discussion of our plan was included in the preamble to the May 2009
roof crush resistance final rule (74 FR 22348).
The roof crush final rule, by itself, addressed a relatively small
subset of that problem. Our analysis shows that of the more than 10,000
fatalities, roof strength is relevant to only about seven percent
(about 667) of those fatalities. We estimated that the May 2009 rule
will prevent 135 of those 667 fatalities.
The portions of our comprehensive plan that will have the highest
life-saving benefits are the ones to reduce the occurrence of rollovers
(prevention) and to mitigate ejection (occupant containment). We
estimate that by preventing rollovers, electronic stability control
(ESC) will reduce the more than 10,000 fatalities that occur in
rollover crashes each year by 4,200 to 5,500 fatalities (and also
provide significant additional life-saving benefits by preventing other
types of crashes). In the area of mitigating ejection, significant
life-benefits are and/or will occur by our continuing efforts to
increase seat belt use and our rulemaking on ejection mitigation. We
note that on December 2, 2009, we published in the Federal Register (74
FR 63180) a notice of proposed rulemaking (NPRM) to establish a new
safety standard to reduce the partial and complete ejection of vehicle
occupants through side windows in crashes, particularly rollover
crashes.
II. Petitions for Reconsideration
We received two petitions for reconsideration. One was jointly
submitted by Advocates for Highway and Auto Safety, Center for Auto
Safety, Consumer Federation of America and Ms. Joan Claybrook. We will
refer to these petitioners jointly as ``Advocates et al.'' in the rest
of this document. The other petition was submitted by the Center for
Injury Research (CfIR).\2\
---------------------------------------------------------------------------
\2\ Petitions for reconsiderations are available in Docket No.
NHTSA-2009-093.
---------------------------------------------------------------------------
Advocates et al. requested reconsideration of the agency's decision
to apply a lower SWR requirement to vehicles with a GVWR greater than
2,722 kilograms (6,000 pounds) than to lighter vehicles (1.5 SWR vs.
3.0 SWR).
These petitioners argued that NHTSA's overall rationale for the 1.5
SWR requirement is inadequate, and that the agency has a duty to
provide uniform, equal levels of safety protection to vehicle occupants
in all light vehicles without regard to distinctions based on what they
consider to be arbitrary factors such as vehicle weight. They
specifically argued that the agency did not establish any specific
standard for judging the reasonableness of the costs involved in
increasing the stringency of the SWR for vehicles greater than 2,722
kilograms (6,000 pounds).
Advocates et al. made a variety of additional arguments in support
of their request, including ones related to how the agency has
addressed reasonableness of costs in a prior rulemaking, a claim that
the consequences of inadequate roof protection for larger vehicles is
more severe than for light passenger vehicles, concerns about 15-
passenger vans, National Transportation Safety Board (NTSB)
investigations and recommendations, and a claim that the agency's cost-
benefit analysis underestimates the number of lives that could be saved
by much stronger roofs.
CfIR asked us to reconsider the final rule with respect to the
lower SWR requirement for heavier light vehicles, and also with respect
to our decision not to adopt a dynamic test. That petitioner cited
three basic reasons for NHTSA to reconsider the final rule. First, it
argued that the quasi-static test and criteria does not reasonably
differentiate between the injury risk of compliant and non-compliant
vehicles. Second, CfIR argued that contrary to NHTSA assertions, the
Jordan Rollover System (JRS) dynamic test has been available for two
years and extensive data submissions show it to be reliable,
repeatable, validated to real world rollover injury risk and accurate
in assessing comparative injury potential performance. Third, CfIR
argued that drivers and passengers of heavier light vehicles up to
4,536 kilograms (10,000 pounds) GVWR deserve the same rollover
protection as occupants of vehicles with a GVWR of 2,722 kilograms
(6,000 pounds) or less. This petitioner argued that these heavier
vehicles are often less stable, occupants are more vulnerable and the
vehicles are used more frequently in off-road transportation.
In its petition, CfIR cited numerous submissions it had made to the
docket. This petitioner requested that the agency review the data
previously
[[Page 17607]]
submitted and summarized in its petition and consider the following
actions: adjust the rule to allow for an alternate dynamic compliance
test, propose and allow for an alternative dynamic test for the
agency's New Car Assessment Program (NCAP) ratings, allow for non-
compliance or compliance exceptions based on submitted dynamic test
evidence, correct statements made by the agency regarding the JRS'
repeatability and reliability in testing a vehicle's dynamic
performance that the petitioner considers to be misleading and
inaccurate, and apply the same SWR for lighter vehicles to heavier
vehicles with passenger seating positions of three or more. CfIR also
claimed that the agency made errors with respect to the target
population used to identify benefits and in addressing the effect of
roof racks on the strength of the roof.
In September 2009, CfIR submitted a document it called a
``supplement'' to its petition for reconsideration. It attached a
document discussing JRS test results which it said indicate that an SWR
of 4.1 is required to minimize roof crush injury potential. CfIR stated
that it requested reconsideration of JRS dynamic testing for the final
rule for two reasons: (1) Insurance Institute for Highway Safety's \3\
(IIHS) SWR of 4 or greater has gained industry acceptance and timely
voluntary compliance, and (2) the JRS test fixture accurately measures
post crash negative headroom and can assess the injury potential of
occupant protection systems. It stated that its supplement requests
further (1) raising the static test criteria to the dynamically derived
SWR criteria of 4, and (2) initiating a dynamic rollover
crashworthiness NCAP program using the JRS fixture.
---------------------------------------------------------------------------
\3\ In March 2009, the IIHS launched a new roof strength rating
system. According to the IIHS, a metal plate is pushed against one
side of a roof at a constant speed. To earn a good rating, the roof
must withstand a force of 4 times the vehicle's weight before
reaching 5 inches of crush. This is called a strength-to-weight
ratio. For an acceptable rating, the minimum required strength-to-
weight ratio is 3.25. A marginal rating value is 2.5. Anything lower
than that is poor. https://www.iihs.org/news/rss/pr032409.html
---------------------------------------------------------------------------
CfIR also provided the agency a copy of a document titled
``Scientific Review & Evaluation of the Jordan Rollover System (JRS)
Impact Crash Test Device.'' \4\
---------------------------------------------------------------------------
\4\ Available in Docket No. NHTSA-2009-093.
---------------------------------------------------------------------------
III. Today's Document and Related Actions
In this document, we provide our response to the petitions for
reconsideration of the May 2009 final rule upgrading FMVSS No. 216.
We are also publishing two separate documents related to the May
2009 final rule. One is a fuller response to comments submitted by NTEA
on our proposal to upgrade FMVSS No. 216. The other is a correcting
rule. The correcting rule incorporates a provision that was discussed
in the preamble but inadvertently omitted from the regulatory text. As
explained in the preamble, the agency decided to exclude a narrow
category of multi-stage vehicles from FMVSS No. 216 altogether, multi-
stage trucks with a GVWR greater than 2,722 kilograms (6,000 pounds)
not built on either a chassis cab or an incomplete vehicle with a full
exterior van body. The regulatory text inadvertently omitted the
reference to incomplete vehicles with a full exterior van body.
IV. Response to Petitions
After carefully considering the two petitions, we have decided to
deny them. The reasons for our denial are set forth below. Our
discussion is divided into two main sections, one addressing issues
related to the lower SWR requirement for heavier light vehicles and the
other addressing issues related to our decision to adopt a quasi-static
test requirement.
A. Request That All Vehicles With a GVWR Not Greater Than 4,536
Kilograms (10,000 pounds) Be Required To Meet a 3.0 SWR
1. May 2009 Final Rule Discussion
In our May 2009 final rule, we adopted an SWR requirement of 3.0
for vehicles with a GVWR of 2,722 kilograms (6,000 pounds) or less, and
1.5 for vehicles with a GVWR greater than 2,722 kilograms (6,000
pounds) and less than or equal to 4,536 kilograms (10,000 pounds).
In the preamble to that document, we explained that while the
rulemaking involved a number of key decisions, the selection of an SWR
requirement was the most important one for both costs and benefits. We
note that our analysis, presented in detail in the Final Regulatory
Impact Analysis (FRIA), showed that for the alternatives we evaluated,
benefits in terms of reduced fatalities continued to rise with higher
SWR levels due to reduced intrusion. For vehicles designed to have
higher SWR levels, the benefits continued to rise because the vehicle
roofs experience less intrusion in higher severity crashes. We
explained further, however, that costs also increase substantially with
higher SWR levels, so NHTSA needed to select the appropriate balance of
safety benefits to added costs.
We explained that under the Safety Act, NHTSA must issue safety
standards that are both practicable and meet the need for motor vehicle
safety. 49 U.S.C. Sec. 30111(a). The agency considers economic
factors, including costs, as part of ensuring that standards are
reasonable, practicable, and appropriate.
In Motor Vehicle Manufacturers Association v. State Farm, 463 U.S.
29, 54-55 (1983), the Supreme Court indicated that the agency was
correct, in making its decisions about safety standards, to consider
reasonableness of monetary and other costs associated with the
standards. With respect to the agency's future revisiting of its
earlier conclusion that the cost of detachable automatic seat belts was
unreasonable in relation to the expected benefits from such belts, the
Court stated, however, that ``(i)n reaching its judgment, NHTSA should
bear in mind that Congress intended safety to be the preeminent factor
under the Motor Vehicle Safety Act:''
``The Committee intends that safety shall be the overriding
consideration in the issuance of standards under this bill. The
Committee recognizes * * * that the Secretary will necessarily
consider reasonableness of cost, feasibility and adequate
leadtime.'' S.Rep. No. 1301, at 6, U.S. Code Cong. & Admin. News
1966, p. 2714.
``In establishing standards the Secretary must conform to the
requirement that the standard be practicable. This would require
consideration of all relevant factors, including technological
ability to achieve the goal of a particular standard as well as
consideration of economic factors. Motor vehicle safety is the
paramount purpose of this bill and each standard must be related
thereto.'' H.Rep. No. 1776, at 16.
We explained that, in making our decision concerning SWR, we were
guided by the statutory language, legislative history, and the Supreme
Court's construction of the Safety Act, as well as by the specific
requirement in the Safe, Accountable, Flexible, Efficient
Transportation Equity Act: A Legacy for Users (SAFETEA-LU) for us to
upgrade FMVSS No. 216 relating to roof strength for driver and
passenger sides for motor vehicles with a GVWR of not more than 4,536
kilograms (10,000 pounds). We explained that we considered both costs
and benefits, bearing in mind that Congress intended safety to be the
preeminent factor under the Safety Act.
As indicated above, our analysis showed that while benefits
continued to rise with higher SWR levels, costs also increase
substantially. We explained that the challenge was to push to a level
where the safety benefits are still reasonable in relation to the
associated costs. We explained further that, as part
[[Page 17608]]
of this, we considered issues related to cost effectiveness. We noted
that the agency's analysis of cost effectiveness was presented in the
FRIA and summarized in the preamble.
We also explained that another important factor in the selection of
the SWR requirements was that there are much higher costs relative to
benefits associated with any level SWR requirement for vehicles with a
GVWR greater than 2,722 kilograms (6,000 pounds) as compared to the
lighter vehicles that were already subject to the standard.
We noted that there are a number of reasons for this differential
between heavier and lighter vehicles. The absolute strength needed to
meet a specific SWR is a function of the vehicle's unloaded weight. By
way of example, to meet a 2.0 SWR, an unloaded vehicle that weighs
1,360 kilograms (3,000 pounds) must have a roof structure capable of
withstanding 26,690 N (6,000 pounds) of force, while an unloaded
vehicle that weighs 2,268 kilograms (5,000 pounds) must have a roof
structure capable of withstanding 44,482 N (10,000 pounds) of force.
This means more structure or reinforcement are needed for the heavier
vehicle, which means more cost and weight. Moreover, vehicles in the
heavier category have not previously been subject to FMVSS No. 216, so
they have not been required to meet the existing 1.5 SWR single-sided
requirement.
We also noted that, at the same time, these heavier vehicles
account for only a very small part of the target population of
occupants who might benefit from improved roof strength. Only 5 percent
of the fatalities in the overall target population (33 in terms of a
specific number) occur in vehicles over 2,722 kilograms (6,000 pounds)
GVWR. Ninety-five percent of the fatalities (635 in terms of a specific
number) occur in vehicles under 2,722 kilograms (6,000 pounds) GVWR.
These differences reflect the fact that there are far fewer vehicles in
this category in the on-road fleet, and may reflect their frequency of
use as working vehicles.
We stated that we recognized the argument that all light vehicles
should meet the same SWR requirements, to ensure the same minimum level
of protection in a rollover crash. We explained, however, that in
selecting particular requirements for a final rule, we believed that
our focus needed to be on saving lives while also considering costs and
relative risk. We stated (74 FR 22360):
What is necessary to meet the need for safety and is practicable
for one type or size of vehicle may not be necessary or reasonable,
practicable and appropriate for another type or size of vehicle.
Thus, to the extent the goal of establishing the same SWR
requirements for all light vehicles would have the effect of either
unnecessarily reducing the number of lives saved in lighter vehicles
or imposing substantially higher, unreasonable costs on heavier
vehicles despite their lesser relative risk, we believe it is
appropriate to adopt different requirements for different vehicles.
We also observe that because the same SWR requirement is
significantly more stringent for heavier vehicles than lighter
vehicles (due to SWR being a multiple of unloaded vehicle weight),
establishing the same SWR requirement for heavier vehicles is not
simply a matter of expecting manufacturers to provide the same
countermeasures as they do for light vehicles.
We included specific explanations as to why we adopted a 3.0 SWR
requirement for vehicles with a GVWR of 2,722 kilograms (6,000 pounds)
or less and a 1.5 SWR requirement for vehicles with a GVWR greater than
2,722 kilograms (6,000 pounds).
While we will not repeat all of the details of the reasons we
provided for our decision concerning the 3.0 SWR required for vehicles
with a GVWR of 2,722 kilograms (6,000 pounds) or less, we noted that an
SWR requirement of 3.0 prevented about 66 percent more fatalities than
one at 2.5, 133 instead of 80. However, costs increased by a
considerably higher percentage, resulting in a less favorable cost per
equivalent life saved, $5.7 million to $8.5 million for 3.0 SWR as
compared to $3.8 million to $7.2 million for 2.5 SWR. We explained that
in these particular circumstances, we believed that a 3.0 SWR
requirement was appropriate and the costs reasonable given the
increased benefits. We explained that while the cost per equivalent
life saved was relatively high compared to other NHTSA rulemakings, we
concluded that the higher safety benefits, the legislative mandate for
an upgrade, the technical feasibility of making roofs this strong, and
the fact that these costs were generally within the range of accepted
values justified moving NHTSA's roof crush standards to a 3.0 SWR for
vehicles that have been subject to the 1.5 SWR requirements.
As to vehicles with a GVWR greater than 2,722 kilograms (6,000
pounds), we noted that these vehicles are not currently subject to
FMVSS No. 216 and, because of their greater unloaded vehicle weight,
these vehicles posed greater design challenges. These heavier vehicles
also tend to have greater variations in packaging options (4-wheel
drive, extended/crew cabs, engine size, etc.) which span a larger range
of unloaded vehicle weights for a given body design. In response to the
NPRM, vehicle manufacturers noted that to minimize their manufacturing
tooling costs, they would need to design their roof strength
performance to the worst-case weight for a given model line. We also
noted that given the relatively small target population for these
vehicles, the benefits will necessarily be small regardless of the SWR
selected.
We explained that after considering our original proposal of a SWR
of 2.5 and the available information, we concluded that a SWR of 1.5
was appropriate for these heavier vehicles. We noted that the
requirement we were adopting is more stringent than the longstanding
requirement that has applied to lighter vehicles until this rulemaking
because it is a two-sided requirement. The FRIA estimated that two
fatalities and 46 nonfatal injuries will be prevented annually by this
requirement. We stated that because of the high cost relative to the
benefits for all of the alternatives for these heavier vehicles, from
the 1.5 SWR alternative and above, any alternative we select would
adversely affect the overall cost effectiveness of this rulemaking
(covering all light vehicles).
We stated that we believed that a SWR of 1.5 is appropriate for
these heavier vehicles. We stated that given the requirements of
SAFETEA-LU, we needed to ensure that the standard results in improved
real world roof crush resistance for these vehicles. We declined,
however, to adopt a SWR higher than 1.5 for vehicles with a GVWR
greater than 2,722 kilograms (6,000 pounds), given the small additional
benefits (4 additional lives saved and 137 nonfatal injuries prevented)
and substantially higher costs. We explained that adopting a SWR of 2.0
for these vehicles would more than double the costs of the rule for
these vehicles.
2. Overall Rationale for Request and Petitioners' Argument Concerning
Costs
In their petition for reconsideration, Advocates et al. argued that
the agency's rationale for a SWR of 1.5 for heavier light vehicles is
inadequate. While they conceded that cost burdens are a consideration
to be taken into account, these petitioners claimed that the agency had
unwarrantedly elevated cost considerations above the need to secure
substantial increases in benefits for people involved in rollover
crashes in light vehicles above 2,722 kilograms (6,000 pounds) GVWR.
While the petitioners acknowledged the agency's discussion of the
Supreme Court's decision in Motor Vehicle
[[Page 17609]]
Manufacturers Association v. State Farm, they argued that NHTSA did not
establish any specific standard for judging the reasonableness of costs
involved in increasing the stringency of the SWR for vehicles greater
than 2,722 kilograms (6,000 pounds). They stated that the point at
issue, whether the costs are reasonable with respect to higher SWR
levels for these vehicles, was not independently established by an
appeal to any specific, recognized test that the agency sets forth for
objective assessment of ``what costs are tolerable for gaining
additional safety benefits.''
While we believe that the basis for our decision concerning SWR was
adequately presented and explained in the final rule, we will provide a
more detailed discussion in responding to the petitions for
reconsideration.
We begin by elaborating on our earlier discussion of the Supreme
Court's statement in State Farm that safety is the pre-eminent factor
in vehicle safety rulemaking. We note that neither the Court nor the
passages of legislative history it quoted suggested that the pre-
eminence of safety considerations leaves no significant role for other
considerations to influence rulemaking decisions. The Court's opinion,
as well as each of the two passages of legislative history, all
emphasize that it is necessary and appropriate to consider costs as
well as other non-safety factors, in making those decisions. We take
the pre-eminence of safety to mean that strict considerations of
economic efficiency do not govern vehicle safety rulemaking. We do not,
however, understand it to mean that we must establish requirements
whose benefits are mathematically significantly disproportionate to
their costs, especially when the costs are large in absolute terms.
As to the suggestion that we establish a specific numerical test
for determining whether costs are reasonable in relation to likely
benefits and apply it across the board to particular rulemakings,
regardless of their individual circumstances, we decline to do so.
Adoption of a formulaic calculus of decisionmaking would preclude a
careful, fact-based assessing and weighing of competing considerations.
We must consider all relevant factors in the context of the facts in
any particular rulemaking, and therefore cannot consider safety in
isolation or without due regard to those other factors.
We can, however, identify the types of facts that lead us to give
careful scrutiny to reasonableness of costs in a rulemaking, and which
lead us to place increased weight on this factor as we consider all
other relevant factors in reaching a particular decision. Specifically,
we give scrutiny to the issue of reasonableness of costs in rulemakings
where our analyses indicate that either the overall rulemaking, or a
significant portion of the rulemaking, is borderline with respect to
whether it is cost beneficial, i.e., whether the benefits of the
rulemaking exceed the costs. Moreover, in situations where either the
overall rulemaking or a significant portion of the rulemaking appears
likely to result in net disbenefits, i.e., net losses, our scrutiny
increases as the size of the potential net disbenefits increases, and
the weight we accordingly place on this factor increases.
The agency did weigh the competing considerations and relevant
factors for this rule. Although Advocates et al. argue that the agency
merely cited the fact that there are increased costs, the agency
presented detailed cost-effectiveness and benefit-cost analyses in its
FRIA for the roof crush resistance final rule and summarized those
analyses in the preamble. Among other items, these analyses looked at
the number of fatalities that the rule would prevent. In fact, in the
FRIA, NHTSA published a table summarizing costs and benefits for
various SWR alternatives (1.5, 2.0, 2.5, 3.0, 3.5). The agency also
considered one-sided and two-sided tests. See FRIA, pp. 125-134. Based
on the analysis of the alternatives in the FRIA and after considering
the comments received, the agency changed the SWR requirement from that
included in the proposal. In the NPRM, the agency included a 2.5 SWR,
one-sided requirement for all vehicles with a GVWR of 4,536 kilograms
(10,000 pounds) or less. While the agency lowered the SWR requirement,
as compared to the NPRM, to 1.5 for the heavier light vehicles in the
final rule, the agency actually raised the SWR to 3.0 for vehicles with
a GVWR of 2,722 kilograms (6,000 pounds) or less. This was done, in
part, because doing so would prevent significantly more fatalities.
In an effort to respond to the petition of Advocates et al., the
agency is including a recitation of how the agency came to its
conclusions relating to the change in SWR. As with any rule, the
estimates of cost effectiveness rely on a number of important inputs
and calculations.\5\ For example, the cost effectiveness of the rule
was estimated for each alternative using both 3% and 7% discount rates.
The net benefits for each alternative represent the difference between
total costs and the total monetary value of benefits.
---------------------------------------------------------------------------
\5\ It is important to note that many benefit and cost
calculations changed between publication of the PRIA and FRIA. These
changes are detailed in the FRIA. For example, the agency's inputs
changed due to the increased use of electronic stability control and
for increased seat belt use. The agency also made adjustments to
calculations of costs. For example, the agency's cost inputs changed
because the agency received more information concerning vehicle
weight.
---------------------------------------------------------------------------
In order to calculate net benefits, it is necessary to use a value
per statistical life saved (VSL). Guidance from the Office of the
Secretary of Transportation (OST) specifies a value of $5.8 million,
with recommendations that values of $3.2 million and $8.4 million also
be considered to account for uncertainty. We note that this guidance is
available on the OST Web site.\6\ We also note that the value of $5.8
million was adopted in February 2008 and represented an increase from
an earlier value of $3.0 million that had been adopted in January 2002.
---------------------------------------------------------------------------
\6\ https://ostpxweb.dot.gov/policy/reports/080205.htm.
---------------------------------------------------------------------------
The monetary value of benefits used by NHTSA also included $300,000
in economic costs prevented. Thus, for our primary estimates, the
monetary value of benefits was estimated by assigning a value of $6.1
million to each equivalent fatality prevented.
The FRIA includes cost-effectiveness and benefit-cost analyses for
various alternatives considered by the agency. As noted in the
preamble, nearly all alternatives covering vehicles from 2,723 and
4,536 kilograms (6,001 and 10,000 pounds) GVWR yield net losses rather
than net savings to society. The agency's specific estimates of net
benefits for two-sided test requirements with alternative SWRs are
presented in the following table.\7\
---------------------------------------------------------------------------
\7\ See Table VII-4 of the FRIA. We note that NHTSA identified
minor errors in Table VII-4. The agency is placing a corrected table
in the docket. The numbers presented in this document are the
corrected numbers.
Net Benefits; Vehicles > 2,722 Kilograms (6,000 Pounds); 2-Sided Tests;
$5.8 Million VSL*
------------------------------------------------------------------------
SWR alternative Net benefits
------------------------------------------------------------------------
1.5................................... $55 million to $180 million.
2.0................................... $123 million to $547 million.
2.5................................... $590 million to $1,189 million.
3.0................................... $1,280 million to $2,136
million.
------------------------------------------------------------------------
* Based on $5.8 million VSL plus $300,000 economic costs.
This table shows that for light vehicles with a GVWR greater than
[[Page 17610]]
2,722 kilograms (6,000 pounds), all of these alternative SWRs,
including the one we adopted, result in net losses to society, and also
that net losses increase by a substantial amount at each higher
alternative. For example, it is clear that going successively to each
alternative above 1.5 can result in additional hundreds of millions of
dollars of net losses. The net losses from the 3.0 SWR alternative, the
one advocated by the petitioners, would be well in excess of a billion
dollars.
We also note that consideration of uncertainties related to VSL
does not significantly affect these numbers. The net losses are
slightly higher using a VSL of $3.2 million and slightly lower using a
VSL of $8.4 million. See Tables VII-5 and VII-6 of the FRIA. However,
even using a VSL of $8.4 million, the net losses are $50 million to
$174 million for an SWR of 1.5 and $101 million to $524 million for an
SWR of 2.0, and continue to rise substantially for higher SWRs.
The FRIA presents cost-effectiveness and benefit-cost analyses in a
number of different ways, including calculations of cost per equivalent
life saved for different alternatives. The cost per equivalent life
saved for all of the alternatives identified in the table above is well
above the range of plausible VSL, i.e., the range where they would be
considered cost-beneficial. See Table VII-3 of the FRIA. We note that,
while well above this range, the cost per equivalent life saved is
slightly less disfavorable for a 2.0 SWR than a 1.5 SWR ($18.8 million
to $72.0 million vs. $27.9 million to $90.3 million). However, given
the small number of additional benefits and the substantially higher
costs associated with the 2.0 SWR alternative, the net losses for this
alternative are substantially higher than for the 1.5 SWR alternative
($123 million to $547 million vs. $55 million to $180 million). The
cost per equivalent life saved for an SWR of 3.0 would be $88.4 million
to $140.0 million.
NHTSA and other agencies evaluate cost-effectiveness and benefit-
cost analyses as part of ensuring that they and the public are fully
aware of the consequences of their rulemaking decisions. Societies have
limited resources and many alternative ways of using those resources,
including many alternative ways of reducing risks. To the extent that
various regulatory alternatives result in increasingly high costs to
achieve limited safety benefits and net losses to society rather than
net benefits, they raise the issue of whether those societal resources
could better be used elsewhere, especially when the net losses are
substantial. While NHTSA has always placed primary importance on safety
benefits, it has never considered safety without regard to cost
implications.
In our May 2009 final rule, we adopted a SWR of 1.5 for the heavier
light vehicles despite the fact that, at this level, our analyses
showed that there would be net losses to society. The reasons for this
are cited above. We declined, however, to adopt a SWR higher than 1.5
for vehicles with a GVWR greater than 2,722 kilograms (6,000 pounds).
As we stated in the FRIA, ``the cost/equivalent fatality for vehicles
over 6,000 lbs. GVWR is roughly 12-16 times that for the lighter
vehicles at any given SWR.'' \8\
---------------------------------------------------------------------------
\8\ FRIA at p. 120.
---------------------------------------------------------------------------
The costs of the rule for these vehicles are substantial at 1.5
SWR, i.e., $70.9 million to $195.0 million, and would increase to
$182.3 million to $605.9 million for an SWR of 2.0. See Table VII-2 of
the FRIA. Moreover, as noted above, given the small number of
additional benefits and the substantially higher costs associated with
the 2.0 SWR alternative, the net losses to society for this portion of
the rulemaking would increase from the range of $55 million to $180
million for the 1.5 SWR alternative to the range of $123 million to
$547 million for the 2.0 SWR alternative. Also, the increased net
losses for still higher SWRs would be very substantial, e.g., well in
excess of a billion dollars for SWR of 3.0. Given the small number of
additional benefits, the magnitude of the net losses to society, and
given how far outside the range of cost per equivalent life that would
ordinarily be considered to be cost-beneficial, we believe our decision
not to adopt an SWR higher than 1.5 for these vehicles is reasonable,
and we do not accept these petitioners' argument that the agency
unwarrantedly elevated cost considerations above safety.
Advocates et al. also claimed that NHTSA had previously reached a
significantly different result in similar circumstances, citing the
agency's 1995 rule amending FMVSS No. 201, Occupant Protection in
Interior Impact, to require light vehicles to provide protection when
an occupant's head strikes upper interior components. They specifically
cited the agency's decision to include components in the rear seating
area of light trucks and vans (LTVs), despite a great disparity in the
costs per equivalent life saved between preventing fatalities in front
seat areas and preventing fatalities in rear seat areas, and despite a
very high cost per equivalent life saved for the latter areas.
As indicated earlier, we decline to define or otherwise adopt any
specific numerical test related to costs and benefits as determinative
as to whether costs are reasonable or not. We instead consider all
relevant factors in any particular rulemaking, and do not consider this
factor in isolation. Moreover, NHTSA rulemakings where either the
overall rulemaking or a signification portion of the rulemaking is
borderline with respect to whether the benefits exceed the costs or
where there may appear to be net disbenefits are rare. For these
reasons, and in light of the unique nature of the issues involved in
such rulemakings, we do not consider the specific decisions we reach in
one of these rulemakings to be directly comparable to other
rulemakings. We note that while the overall FMVSS No. 201 rulemaking
was highly cost-beneficial, the overall FMVSS No. 216 rulemaking is
not.\9\ We also note that the agency decided in the former rulemaking
that coverage of the rear seat areas was particularly necessary because
children are disproportionately likely to be seated in the rear,
instead of the front, seating area and would be subject to head
injuries unless the rear seating areas were included.
---------------------------------------------------------------------------
\9\ Adjusted to 2007 economics, the cost per equivalent life
saved for the overall FMVSS No. 201 rulemaking was $1.1 million to
$1.3 million.
---------------------------------------------------------------------------
3. Petitioners' Argument Concerning Equity
Advocates et al. made arguments related to equity. They claimed
that it is inequitable to those who travel in large vans and large
sport utility vehicles (SUVs) for those vehicles to be subject to a
lower standard for roof crush resistance safety. They noted that the
agency proposed an SWR of 2.5 for all light vehicles, and the
petitioners claimed that the agency ``reneged on the need to provide
equal safety for all light motor vehicle occupants in the final rule.''
CfIR argued that drivers and passengers of light trucks, SUVs and vans
to 4,536 kilograms (10,000 pounds) GVWR deserve the same rollover
protection as occupants of 2,722 kilograms (6,000 pounds) GVWR
vehicles. It stated that trucks, SUVs and vans which accommodate four
to 15 passengers are primarily used by commercial operators, schools,
social groups, and non-profit entities.
In responding to these arguments, we note that we explained in the
final rule preamble that while we recognized the argument that all
light vehicles should meet the same SWR requirements, to ensure the
same minimum level of
[[Page 17611]]
protection in a rollover crash, we believed in selecting particular
requirements for a final rule that our focus needed to be on saving
lives while also considering costs and relative risk. We stated that
what is necessary to meet the need for safety and is practicable for
one type or size of vehicle may not be necessary or reasonable,
practicable and appropriate for another type or size of vehicle.
We explained further that, to the extent the goal of establishing
the same SWR requirements for all light vehicles would have the effect
of either unnecessarily reducing the number of lives saved in lighter
vehicles or imposing substantially higher, unreasonable costs on
heavier vehicles despite their lesser relative risk, we believed it was
appropriate to adopt different requirements for different vehicles.
NHTSA considers all relevant factors, including, where appropriate,
special concerns. As noted above, in a FMVSS No. 201 rulemaking, the
agency decided that it was particularly necessary to protect children,
who are often seated in the rear and who would be susceptible to head
injuries unless the rear seating areas were included.
The agency has never, however, adopted a position that identical
safety requirements should apply to all light vehicles or at all
seating positions regardless of considerations such as relative risks
and costs. The Vehicle Safety Act requires us to issue standards that
meet the need for motor vehicle safety. For any given aspect of vehicle
safety performance, the need for motor vehicle safety, which is defined
in the Act in terms of unreasonable risk, varies by type and size/
weight of vehicle, as well as by other factors. Given those differences
in risk, the type and level of regulation that is reasonable,
practicable and appropriate for one vehicle type may differ from that
for another vehicle type. Moreover, we believe that adopting an
inflexible position of identical requirements regardless of the
particular circumstances would be contrary to public safety. Such a
position, in combination with the fact that often some light vehicles
have greater compliance difficulties than other light vehicles and thus
might not be able to achieve as high a level of performance as those
other vehicles, could force the adoption of lower, less protective
requirements for all light vehicles.
Given these considerations, we do not accept the petitioners'
arguments concerning equity.
4. Consequences of Lower Roof Crush Protection for Heavier Light
Vehicles and Documentation From NTSB
Advocates et al. argued that the consequences of what they term
inadequate roof crush protection for large light truck and van
occupants are more severe than for light passenger vehicles. They also
argued that NTSB comments, investigations, and recommendations document
the serious occupant risks of death and injury in large van rollover
crashes.
The petitioners stated that the greater weight of the heavier
vehicle places higher loads on the roof and roof supports during a
rollover. They also stated that certain heavier passenger vehicles will
be even more inadequately protected from intrusive roof crush in
rollover crashes than lighter passenger vehicles because they have long
roofs and multi-row seating, especially 8-occupant large SUVs, and 12-
and 15-passenger vans. They stated that the specified test requirements
do not test the crush resistance of C-, D- and E- pillars of heavier,
longer passenger vehicles.
Advocates et al. also noted that NHTSA has published repeated
advisories and research analyses warning of the very high rollover
propensity of 15-passenger vans. They stated in its latest research
note, titled Fatalities to Occupants of 15-Passenger Vans, 2003-
2007,\10\ NHTSA stressed that ``15-passenger vans with 10 or more
occupants had a rollover rate in single vehicle crashes that is nearly
three times the rate of those that had fewer than five occupants.''
They also noted that the research report indicated that, in 2007,
fatalities of occupants of 15-passenger vans increased nearly 20
percent from the previous year, as well as other data from that report.
---------------------------------------------------------------------------
\10\ Fatalities to Occupants of 15-Passenger Vans, 2003-2007,
Traffic Safety Facts: Research Note, DOT HS 811 143, National
Highway Traffic Safety Administration, May 2009, at page 5.
---------------------------------------------------------------------------
The petitioners stated that NTSB also emphasized the need for much
stronger roofs in heavy passenger vans both in its accident reports and
in its comments filed with NHTSA rulemaking dockets on passenger
vehicle roof crush resistance. Advocates et al. stated that in
commenting on NHTSA's NPRM to amend FMVSS No. 216, NTSB pointed out
that heavier vehicles such as 12- and 15-passenger vans, not subjected
to the roof strength standard, were experiencing patterns of roof
intrusion greater than vehicles already subject to the requirements and
cited two investigations it conducted concerning the safety need for
vehicles between 2,722 and 4,536 kilograms (6,000 and 10,000 pounds)
GVWR to meet roof crush resistance requirements. These petitioners
included a discussion of these investigations, and asserted that
NHTSA's roof crush final rule does not fulfill NTSB recommendations for
vans and heavier vehicles.
In reaching its decision on the roof crush final rule, NHTSA
carefully considered the consequences of alternative SWR requirements
for the heavier light vehicles. As discussed above, as part of this,
the agency conducted a detailed analysis of the benefits and costs at
alternative SWR levels, which is presented in detail in the agency's
FRIA. Among other things, the agency conducted a detailed analysis of
the target population of occupants who would be likely to benefit from
a stronger roof due to an upgrade of FMVSS No. 216, and how they would
benefit from stronger roofs meeting alternative SWR level requirements.
While we adopted, for reasons discussed in the final rule preamble
(and also discussed above), a lower SWR level for the heavier light
vehicles than for ones with a GVWR of 2,722 kilograms (6,000 pounds) or
less, the 1.5 SWR requirement we adopted is more stringent than the
longstanding requirement that has applied to lighter vehicles until
this rulemaking. The standard now requires a two-sided test. We also
note that since the amount of force that a vehicle's roof must
withstand in the specified test is a multiple of the vehicle's unloaded
weight, e.g., 1.5 times the unloaded weight of the vehicle, the amount
of force that is applied to a vehicle's roof is higher for heavier
vehicles than lighter vehicles at any constant SWR.
Advocates et al. raised specific issues concerning the safety of
larger passenger vans. We note that, as discussed in the May 2009
research note \11\ they cited, and in documents referenced by that
note, NHTSA developed a specific action plan for 15-passenger van
safety. In September 2003, the agency published the NHTSA Action Plan
for 15-Passenger Van Safety. It described a number of research
programs, consumer information activities and potential regulatory
actions with which NHTSA intended to address the safety of 15-passenger
van users. The plan was updated in November 2004 and the most recent
update to the plan was
[[Page 17612]]
prepared in April 2008.\12\ The action plan is discussed at pp. 4 to 5
of the referenced May 2009 research note.\13\
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\11\ The research note available on NHTSA's Web site at https://www-nrd.nhtsa.dot.gov/Pubs/811143.PDF.
\12\ This update is available on NHTSA's Web site at: https://www.nhtsa.dot.gov/cars/problems/studies/15PassVans/VAP_rev1_2008.pdf.
\13\ We note that there is some overlap between the actions in
the agency's action plan for 15-passenger van safety and its
comprehensive plan for addressing the serious problem of rollover
crashes, discussed earlier in this document.
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Occupant protection for 12- and 15-passenger van continues to be an
agency priority and, as a result of the agency's rulemaking to upgrade
FMVSS No. 216, these vehicles will for the first time be required to
comply with FMVSS No. 216. The May 2009 research note indicated that
fatalities, both total and in vans that rolled over, have been on a
declining trend since 2001. As noted by the petitioner, there was an
increase in 2007; however, we expect that the safety benefits that will
occur as a result of new regulatory requirements adopted in connection
with the agency's action plan for 15-passenger van safety and its
comprehensive plan to address the serious problem of rollover crashes
will increase over time as the new requirements are phased in and as an
increasing percentage of the on-road fleet meet these requirements.
As part of our rulemaking to upgrade FMVSS No. 216, we considered
the comments and recommendation of the NTSB. In the final rule, we
indicated that the rule would address the NTSB's recommendation H-03-
16, to include 12- and 15-passenger vans in FMVSS No. 216, to minimize
the extent to which survivable space is compromised in the event of a
rollover accident. We plan to consult further with NTSB about its
recommendation. We note that the petitioners have not provided any
information that would lead us to change our view that the rule
addresses that NTSB recommendation.
In its petition, CFiR also requested the agency to adopt a higher
SWR for the heavier light vehicles with passenger seating positions of
three or more. CfIR stated that these vehicles are often less stable,
occupants are more vulnerable, and the vehicles are used more
frequently in off-road transportation. As part of analyzing the target
population of occupants who would be likely to benefit from a stronger
roof due to an upgrade of FMVSS No. 216, the agency has already
accounted for issues related to the stability of these vehicles and
vulnerability of their occupants. Historically, vehicles with a GVWR
between 2,723 and 4,536 kilograms (6,001 and 10,000 pounds) comprise
approximately 20 percent of the fleet with over 90 percent of these
heavy vehicles allowing for three or more seating positions.\14\ As to
the issue of more frequent off-road use, we note that the relevant
agency sources would not collect data for crashes that happen during
off-road transportation such as at work sites. However, CfIR has not
provided any supporting information relating to its claim that the
vehicles are used more frequently in off-road transportation, or that
there are any significant number of rollover crashes that would
meaningfully affect the target population used by the agency for its
analysis of benefits and costs. We therefore do not accept this
argument.
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\14\ According to the 2007 model year Polk Automotive vehicle
registration data, standard cab pickup trucks with one row of
seating and at least two designated seating positions account for
approximately 10 percent of all vehicles registered with a GVWR
between 2,723 and 4,536 kilograms (6,001 and 10,000 pounds).
Extended cab pickup trucks, vans and sport utility vehicles that
have the capacity to seat three or more occupants account for the
remaining registrations in this vehicle weight class.
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5. Agency's Cost-Benefit Analysis
Advocates et al. argued that NHTSA's cost-benefit analysis
underestimates the number of lives that could be saved by much stronger
roofs. They cited benefits estimates submitted by the Insurance
Institute for Highway Safety (IIHS) in a March 2008 comment and in a
subsequent publication. These petitioners stated that in that
publication IIHS claimed that NHTSA underestimated roof strength
improvement benefits due to the agency's mistaken belief that there
will be no benefits for unbelted occupants or those occupants who risk
ejection. They also said that IIHS provided much higher estimates of
benefits than NHTSA.
Advocates et al. claimed that the agency failed to discuss or
respond to the initial IIHS benefits estimate in the final rule. They
claimed that while the agency engaged in ``a highly detailed, extensive
evaluation in the FRIA of the strengths and weaknesses of the study
attached by IIHS to its docket comments,'' the agency failed in this
supporting document to evaluate the benefits claims proffered by IIHS.
The petitioners stated that the central point of the IIHS submission to
the supplemental notice of proposed rulemaking (SNPRM) docket was to
emphasize that the agency had dramatically underestimated the benefits
of adopting a stronger fleet-wide FMVSS No. 216. Advocates et al.
claimed that NHTSA ignored the merits of the IIHS benefits analysis
``notwithstanding the internal debate set forth in the FRIA over some
aspects of the methodology and data selected by IIHS in conducting its
study.''
NHTSA does not accept the claim of these petitioners that the
agency ignored the merits of the IIHS benefits analysis. We begin by
emphasizing that NHTSA's decision is based in significant part on the
agency's Final Regulatory Impact Analysis. In section VII of the
preamble to the final rule, titled Costs and Benefits, we explained
that ``(t)he agency addresses the comments concerning its analysis of
costs and benefits in detail in the FRIA.'' 74 FR 22377. We also noted
that, in the final rule preamble, we summarized the agency's estimates
of costs and benefits and discussed the comments concerning target
population and roof crush as a cause of injury.
In the FRIA, the agency provided a detailed 5-page discussion of
the various IIHS studies, including both their methodology and
conclusions (see pages 47-51). This discussion addressed the IIHS
submissions from March 2008, May 2008, and February 2009, representing
the most recent IIHS research submitted prior to publication of the
final rule in May 2009. This same discussion also addressed comments by
JP Research, which submitted its own evaluation of the IIHS study, and
argued that there were significant flaws in its methodology.
NHTSA's discussion in the FRIA showed the limitations of the IIHS
methodology and showed that its conclusions regarding ejections and
belt use are not supported by the data. This discussion was not, as
Advocates et al. suggest, an ``internal debate'' but an evaluation of
the merits of the IIHS study and its findings. The FRIA also described
the agency's own study, which applied previously peer-reviewed methods
specifically to ejections and unbelted occupants, and which
contradicted the IIHS studies. Given these considerations, the agency
did not accept the benefit estimates provided by IIHS. The relevant
issues concerning estimated benefits are addressed in much greater
detail in Chapter IV of the FRIA.
Advocates et al. did not address any of the detailed criticisms of
the IIHS analyses discussed by NHTSA in the FRIA, but simply claimed in
its petition that the agency had ignored the merits of the IIHS study.
Given the above discussion, we do not accept that claim.
Advocates also criticized the agency's adjustment of future target
populations to reflect the required installation of electronic
stability control (ESC) in all passenger vehicles. Advocates stated
that the agency has only projected safety benefits as the fleet
gradually is
[[Page 17613]]
equipped with ESC, including large vans, but no actual crash data
specifically verifying that rollovers have been reduced in large vans
as a direct result of ESC.
The analysis presented by NHTSA in the FRIA reflects a projection
of annual impacts that will occur when the entire vehicle fleet has
been designed to include both ESC and stronger roofs, not the impacts
to today's on-road fleet. In numerous studies as well as in vehicle
tests, ESC has been shown to significantly reduce rollover crashes in
passenger vehicles. During the course of the ESC rulemaking, when
projecting the costs and benefits of ESC, NHTSA used effectiveness
estimates based on sound, peer reviewed statistical studies to project
the benefits of ESC in all passenger vehicles, including large vans. We
note that in comments concerning the PRIA for ESC, Advocates
acknowledged that the installation of ESC would impact the FMVSS No.
216 rulemaking by reducing the number of rollovers.
ESC will be standard equipment on all passenger vehicles before the
new roof crush requirements become effective. This means that future
vehicle fleets containing the stronger roofs required by FMVSS No. 216
will experience fewer rollover crashes than are experienced by the
current on-road fleet. It would be inappropriate to compare the costs
of improving roof strength to benefits derived from current fatality
and injury levels without first adjusting for the significant impact
that ESC will have on the crash experience of future vehicle fleets
with enhanced roof strength.
Advocates et al. also claimed that ESC may not be effective in
large vans. At the time NHTSA did its statistical analysis of this
issue, there were too few vans on the road with ESC to analyze them
separately from other vehicles. However, NHTSA has tested ESC on large
vans and found that it is effective in improving stability in potential
rollover scenarios. This study \15\ found that ``* * * installation of
ESC on 15-passenger vans may have important safety benefits in some,
but not necessarily all, on-road driving situations.'' This is
reasonably consistent with ESC applicability in other vehicles where it
is highly effective in many circumstances, but cannot prevent rollover
in all situations.
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\15\ Forkenbrock, G.J., and Garrott, W.R., ``Testing the
Rollover Resistance of Two 15-Passenger Vans with Multiple Load
Configurations,'' National Highway Traffic Safety Administration,
Washington, DC, June 2004, DOT HS 809 704.
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Moreover, large vans make up a very small portion of the target
population. NHTSA examined the sample cases included in its target
population and did not find any cases involving large vans that met the
criteria for inclusion. This does not imply that there would never be
such cases, but it does indicate that they are a relatively rare
occurrence.
One possible reason, aside from the relative rarity of these
vehicles in the fleet, is that roof crush typically is only an issue in
vehicles that roll more than one quarter turn. The general shape of
large vans, with more extensive areas of sheet metal on each side,
makes it less likely that they would roll more than one quarter turn.
In NHTSA's Crashworthiness Data System (CDS) from 2004-2008, the
portion of crash-involved passenger cars that rolled over was roughly
equal to the portion of crash-involved vans that rolled over, but,
passenger cars were twice as likely as vans to roll more than one
quarter turn and thus expose their occupants to potential roof
intrusion.
Given the above considerations, we decline to reconsider the target
population related to ESC considerations.
B. Request That Agency Adopt a Dynamic Testing Provision
1. May 2009 Preamble Discussion
As discussed in the preamble to our May 2009 final rule, we
developed our proposal to upgrade roof crush resistance requirements
after considerable analysis and research, including conducting a
research program to examine potential test procedures that might be
adopted to improve the roof crush resistance requirements. The agency
testing program included full vehicle dynamic rollover testing,
inverted vehicle drop testing, and comparing inverted drop testing to a
modified FMVSS No. 216 test. After considering the results of the
testing and other available information, the agency concluded that the
quasi-static procedure generates results that suitably represent the
real-world dynamic loading damage patterns, and is the most appropriate
one on which to focus our upgrade efforts.
We did not propose a dynamic test procedure in either the NPRM or
the SNPRM. We did discuss in the NPRM a number of types of dynamic
tests and why we were not including them in the proposal. With respect
to the JRS test, we noted that although the agency was open to further
investigating that test, we had no data regarding the repeatability of
dummy injury and roof intrusion measurements, and would also need
further information on its performance measures, practicability, and
relevance to real-world injuries. We stated that, in summary, we were
not proposing a dynamic test procedure and that we believed the current
quasi-static test procedure is repeatable and capable of simulating
real-world deformation patterns. We also stated that we were unaware of
any dynamic test procedures that provide a sufficiently repeatable test
environment.
Consumer advocacy organizations and a number of other commenters
argued that it is not enough to upgrade the current quasi-static
requirement, and that a dynamic test requirement is needed. While
specific recommendations varied, one was for the agency to adopt an
upgraded quasi-static requirement now, and to proceed with further
rulemaking at this time for a dynamic test.
After reviewing the comments, we declined to pursue a dynamic test
as part of that rulemaking, or to initiate a separate rulemaking for a
dynamic test. We included an analysis of the comments recommending a
dynamic test in an appendix.
We stated in the preamble that we were still not aware of any
dynamic test procedure that provides a sufficien