Hazardous Materials: Improving the Safety of Railroad Tank Car Transportation of Hazardous Materials, 1770-1802 [E8-31056]
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DEPARTMENT OF TRANSPORTATION
Pipeline and Hazardous Materials
Safety Administration
49 CFR Parts 171, 172, 173, 174 and
179
[Docket No. FRA–2006–25169]
RIN 2130–AB69
Hazardous Materials: Improving the
Safety of Railroad Tank Car
Transportation of Hazardous Materials
AGENCY: Pipeline and Hazardous
Materials Safety Administration
(PHMSA), Department of Transportation
(DOT).
ACTION: Final rule.
SUMMARY: The Pipeline and Hazardous
Materials Safety Administration
(PHMSA), in coordination with the
Federal Railroad Administration (FRA),
is amending the Hazardous Materials
Regulations to prescribe enhanced
safety measures for rail transportation of
poison inhalation hazard (PIH)
materials, including interim design
standards for railroad tank cars. Pending
validation and implementation of the
crashworthiness performance standard
proposed in the NPRM issued under
this docket on April 1, 2008, the rule
mandates commodity-specific
improvements in safety features and
design standards for newly
manufactured DOT specification tank
cars. The rule also adopts a 50 mph
speed restriction for loaded rail tank
cars transporting PIH materials; an
improved top fittings performance
standard; an allowance to increase the
gross weight of tank cars that meet the
enhanced standards; and adoption of
the industry standard for normalized
steel in certain tank cars. The interim
standards established in this rule will
enhance the accident survivability of
PIH tank cars when compared to
existing regulations while providing
tank car owners continued flexibility in
car selection. Adoption of this interim
standard will ensure the ongoing
availability of tank cars while PHMSA
and FRA complete research and testing
on advanced tank car design to validate
and implement a more stringent
performance standard.
DATES: Effective Date: March 16, 2009.
The incorporation by reference of the
publication listed in the rule is
approved by the Director of the Federal
Register as of March 16, 2009.
Incorporation by Reference Date: The
incorporation by reference of the
publications adopted in § 171.7 of this
final rule has been approved by the
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Director of the Federal Register as of
March 16, 2009.
FOR FURTHER INFORMATION CONTACT:
William Schoonover, (202) 493–6229,
Office of Safety Assurance and
Compliance, Federal Railroad
Administration; Lucinda Henriksen,
(202) 493–1345, Office of Chief Counsel,
Federal Railroad Administration; or
Michael Stevens, (202) 366–8553, Office
of Hazardous Materials Standards,
Pipeline and Hazardous Materials Safety
Administration.
SUPPLEMENTARY INFORMATION:
Abbreviations and Terms Used in This
Document
AAR—Association of American Railroads
ASLRRA—American Short Line and Regional
Railroad Association
BNSF—BNSF Railway Company
BLET—Brotherhood of Locomotive Engineers
and Trainmen
CPC—Casualty Prevention Circular
CI—Chlorine Institute
CP—Canadian Pacific
CPR—Conditional Probability of Release
CSXT—CSXT Transportation
Department—U.S. Department of
Transportation
DOW—Dow Chemical Company
DOT—U.S. Department of Transportation
Federal Hazmat Law—Federal hazardous
materials transportation law (49 U.S.C.
5101 et seq.)
FRA—Federal Railroad Administration
HMR—Hazardous Materials Regulations
NGRTCP—Next Generation Rail Tank Car
Project
NPRM—Notice of Proposed Rulemaking
NTSB—National Transportation Safety Board
OMB—Office of Management and Budget
PHMSA—Pipeline and Hazardous Materials
Safety Administration
PIH—Poison Inhalation Hazard
R&D—Research and Development
RSAC—Railroad Safety Advisory Committee
RSI—Railway Supply Institute
SAFETEA–LU—Safe, Accountable, Flexible,
Efficient, Transportation Equity Act: A
Legacy for Users, Public Law 109–59
SBA—Small Business Administration
Tank Car Manual—Association of American
Railroads Tank Car Committee Tank Car
Manual
TCC—Association of American Railroads
Tank Car Committee
TFI—The Fertilizer Institute
TIH—Toxic Inhalation Hazard
TSA—Department of Homeland Security,
Transportation Security Administration
Trinity—Trinity Industries, Inc.
UTU—United Transportation Union
Union Tank—Union Tank Car Company
UP—Union Pacific Railroad Company
Volpe—Volpe National Transportation
Systems Center
Table of Contents for Supplementary
Information
I. Background
II. Statutory Authority, Congressional
Mandate, and NTSB Recommendations
III. The Proposed Rule
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IV. Discussion of Comments on the Proposed
Rule
V. Discussion of Comments on Petitions for
Interim Tank Car Standards
VI. Summary of Rule
VII. Section-by-Section Analysis
VIII. Regulatory Analyses and Notices
A. Statutory/Legal Authority for This
Rulemaking
B. Executive Order 12866 and DOT
Regulatory Policies and Procedures
C. Executive Order 13132
D. Executive Order 13175
E. Regulatory Flexibility Act and Executive
Order 13272
F. Paperwork Reduction Act
G. Regulation Identifier Number (RIN)
H. Unfunded Mandates Reform Act
I. Environmental Assessment
J. Privacy Act
I. Background
On April 1, 2008, PHMSA published
a notice of proposed rulemaking
(NPRM) proposing revisions to the
Hazardous Materials Regulations (HMR;
49 CFR Parts 171–180) to improve the
crashworthiness protection of railroad
tank cars designed to transport materials
that are poisonous, or toxic, by
inhalation (referred to as PIH or TIH
materials). 73 FR 17818. The NPRM
proposed enhanced tank car
performance standards for head and
shell impacts; operational restrictions
for trains hauling tank cars containing
PIH materials; interim operational
restrictions for trains hauling tank cars
used to transport PIH materials, but not
meeting the enhanced performance
standards; and an allowance to increase
the gross weight on rail of tank cars that
meet the enhanced tank-head and shell
puncture-resistance systems.
The NPRM provided detailed
background information on the need to
enhance the crashworthiness protection
of railroad tank cars, government and
industry efforts to improve the safety of
hazardous materials transportation via
railroad tank car, and the Department’s
research efforts focused on tank car
safety. As we explained in the NPRM,
although rail transportation of
hazardous materials is a safe method for
moving large quantities of hazardous
materials over long distances, rail tank
cars used to contain these materials
have not been designed to withstand the
force of high-speed derailments and
collisions. In the last several years, rail
tank cars have been breached in
numerous accidents, resulting in large
releases of hazardous materials. Of
particular concern, three of these
accidents involved PIH materials: (1)
The January 18, 2002, derailment of a
Canadian Pacific (CP) train in Minot,
North Dakota which resulted in a
catastrophic release of anhydrous
ammonia; (2) the June 28, 2004 collision
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between trains operated by Union
Pacific Railroad Company (UP)
Burlington Northern and Santa Fe
Railway Company (now known as BNSF
Railway Company) in Macdona, Texas,
involving a breach of a loaded tank car
containing chlorine; and (3) the January
6, 2005 collision between two Norfolk
Southern Railway Company (NS) trains
in Graniteville, South Carolina, also
involving the catastrophic rupture of a
loaded chlorine tank car. As noted in
the NPRM, although none of these
accidents was caused by the hazardous
materials tank cars, the failure of the
tank cars involved led to fatalities,
injuries, evacuations, and property and
environmental damage.
In response to these accidents, related
NTSB recommendations, and the
Congressional mandate for tank car
safety improvements in the Safe,
Accountable, Flexible, Efficient
Transportation Equity Act: A Legacy for
Users, Public Law 109–59 (SAFETEA–
LU), PHMSA and FRA initiated a
comprehensive review of design and
operational factors that affect rail tank
car safety. As noted in the NPRM, DOT’s
on-going and multi-faceted strategy to
enhance the safety of rail tank cars and
transportation of hazardous materials by
rail tank cars utilizes a risk-based,
system-wide approach that addresses:
(1) Tank car design and manufacturing;
(2) railroad operational issues such as
human factors, track conditions and
maintenance, wayside hazardous
detectors, signals and train control
systems; and (3) improved planning and
training for emergency response.
Subsequent to publication of the
NPRM, DOT hosted a two-day technical
symposium on tank car crashworthiness
and held a series of public meetings to
solicit feedback on the NPRM. Although
participants at both the technical
symposium and public meetings
generally agreed with DOT’s goal of
improving the accident survivability of
tank cars, commenters expressed
practical concerns regarding DOT’s
specific proposals.
Also subsequent to publication of the
NPRM, the Association of American
Railroads (AAR) renewed the
effectiveness of its previously
suspended interchange standard for
tank cars transporting PIH materials
(Casualty Prevention Circular 1187 or
CPC–1187). AAR’s CPC–1187
implements interchange standards for
the shell, head, and top fittings of PIH
tank cars. Specifically, AAR’s CPC–1187
interchange standard contains tank car
head and shell design standards and an
alternate performance standard based on
the metric AAR terms ‘‘conditional
probability of release.’’ The head and
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shell requirements of CPC–1187 can be
met by using DOT specification tank
cars of higher tank classes than required
by DOT standards; however, tank cars
built to meet the CPC–1187 standard
would not meet the standards DOT
proposed in the NPRM. CPC–1187 also
requires tank cars used to transport PIH
materials be equipped with top fittings
protection systems designed to
withstand, without loss of lading, a
rollover with a linear velocity of 9 mph
and that the top fittings protection
system to be attached to the tank by
welding.
In addition, in response to the NPRM,
the overwhelming majority of industry
commenters have expressed the view
that the standards proposed in the
NPRM are ‘‘technology-forcing’’ and
that the tank car industry currently
lacks the technological and engineering
ability to manufacture tank cars meeting
the proposed standards. According to
commenters, the net effect of these
‘‘competing’’ standards in CPC–1187
and the NPRM has been that shippers
and tank car purchasers (e.g., tank car
lessors) cannot currently purchase PIH
tank cars with any assurance that the
cars will have a reasonable economic
life.1 Accordingly, commenters indicate
that shippers and tank car owners are
being forced to forego the phasing out of
aging tank cars that they would
normally retire and replace with new
cars, potentially resulting in a shortage
of cars needed for the transportation of
PIH materials in the short term. While
commenters generally express support
for the development of a performance
standard related to tank car puncture
resistance, they recommend that DOT
provide an interim solution to ensure
the availability of PIH tank cars in the
time period before DOT’s proposed
performance standards are finalized and
tank cars can be built to meet those
standards.
In this connection, in a petition dated
July 3, 2008 (Joint Petition), the
American Chemistry Council (ACC),
American Short Line and Regional
Railroad Association (ASLRRA), the
Association of American Railroads
(AAR), Chlorine Institute (CI), and
Railway Supply Institute requested that
the Department authorize interim
standards for tank cars transporting PIH
materials. In a separate petition filed on
1 The NPRM proposed the complete phase-out
within eight years of all PIH tank cars not meeting
the proposed performance standards. As noted
above, cars built to meet the requirements of CPC–
1187 would not meet the standards proposed in the
NPRM and because of weight restrictions, it is
possible that cars built to meet CPC–1187 might not
be retrofitable to meet any portion of the final
performance standard promulgated in this
rulemaking.
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July 7, 2008, The Fertilizer Institute
(TFI) made a similar request.2 Each of
these petitions is discussed in more
detail below.
Based on comments received in
response to the NPRM and the two
petitions for rulemaking, in this rule
FRA and PHMSA are adopting interim
standards for tank cars used to transport
PIH materials. This rule is an interim
response based on current engineering
judgments within the affected market
sector. DOT intends to continue
working with the industry to complete
research and testing on advanced tank
car design. Accordingly, we anticipate
additional regulatory proceedings as the
results of continuing government and
private sector research and development
are validated and the resulting
technology is successfully implemented
by industry. DOT intends that the
standards set forth in this rule shall
apply in the meantime, pending the
development and commercialization of
more stringent performance standards.
II. Statutory Authority, Congressional
Mandate, and NTSB Recommendations
Federal hazmat law authorizes the
Secretary of DOT (Secretary) to
‘‘prescribe regulations for the safe
transportation, including security, of
hazardous material in intrastate,
interstate, and foreign commerce.’’ The
Secretary has delegated this authority to
PHMSA. 49 CFR 1.53(b). The HMR,
promulgated by PHMSA under the
authority provided in Federal hazmat
law, are designed to achieve three goals:
(1) To ensure that hazardous materials
are packaged and handled safely and
securely during transportation; (2) to
provide effective communication to
transportation workers and emergency
responders of the hazards of the
materials being transported; and (3) to
minimize the consequences of an
incident should one occur. The
hazardous material regulatory system is
a risk management system that is
prevention-oriented and focused on
identifying a safety or security hazard
and reducing the probability and
quantity of a hazardous material release.
Under the HMR, hazardous materials
are categorized by analysis and
experience into hazard classes and
packing groups based upon the risks
that they present during transportation.
The HMR specify appropriate packaging
and handling requirements for
hazardous materials, and require a
2 PHMSA assigned petition numbers P–1525 and
P–1524 to the Joint Petition and TFI petition,
respectively. On July 23, 2008, PHMSA published
a notice soliciting public comment on the petitions
under docket number PHMSA–2008–0182. 73 FR
42765.
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shipper to communicate the material’s
hazards through the use of shipping
papers, package marking and labeling,
and vehicle placarding. The HMR also
require shippers to provide emergency
response information applicable to the
specific hazard or hazards of the
material being transported. Finally, the
HMR mandate training requirements for
persons who prepare hazardous
materials for shipment or who transport
hazardous materials in commerce. The
HMR also include operational
requirements applicable to each mode of
transportation.
The Secretary also has authority over
all areas of railroad transportation safety
(Federal railroad safety laws, 49 U.S.C.
20101 et seq.), and has delegated this
authority to FRA. 49 CFR 1.49. Pursuant
to its statutory authority, FRA
promulgates and enforces a
comprehensive regulatory program (49
CFR parts 200–244) to address railroad
track; signal systems; railroad
communications; rolling stock; rear-end
marking devices; safety glazing; railroad
accident/incident reporting; locational
requirements for the dispatch of U.S.
rail operations; safety integration plans
governing railroad consolidations;
merger and acquisitions of control;
operating practices; passenger train
emergency preparedness; alcohol and
drug testing; locomotive engineer
certification; and workplace safety. FRA
inspects railroads and shippers for
compliance with both FRA and PHMSA
regulations. FRA also conducts research
and development to enhance railroad
safety. In addition, both PHMSA and
FRA are working with the emergency
response community to enhance its
ability to respond quickly and
effectively to rail transportation
accidents involving hazardous
materials.
As noted above, on August 10, 2005,
Congress passed SAFETEA–LU, which
added section 20155 to the Federal
hazmat law. 49 U.S.C. 20155. In part,
section 20155 required FRA to (1)
validate a predictive model quantifying
the relevant dynamic forces acting on
railroad tank cars under accident
conditions, and (2) initiate a rulemaking
to develop and implement appropriate
design standards for pressurized tank
cars.
In response to the accident in Minot,
North Dakota, on January 18, 2002, in
which a train derailment resulted in the
catastrophic release of anhydrous
ammonia leading to one death and 11
serious injuries, the NTSB made four
safety recommendations to FRA specific
to the structural integrity of hazardous
material tank cars. The NTSB
recommended that FRA analyze the
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impact resistance of steels in the shells
of pressure tank cars constructed before
1989 and establish a program to rank
those cars according to their risk of
catastrophic failure and implement
measures to eliminate or mitigate this
risk. The NTSB also recommended that
FRA validate the predictive model being
developed to quantify the maximum
dynamic forces acting on railroad tank
cars under accident conditions and
develop and implement tank car designspecific fracture toughness standards for
tank cars used for the transportation of
materials designated as Class 2
hazardous materials under the HMR. In
response to the accident in Graniteville,
South Carolina, on January 6, 2005, in
which a train collision resulted in the
breach of a tank car containing chlorine
and nine people died from inhalation of
chlorine vapors, the NTSB
recommended, in part, that FRA
‘‘require railroads to implement
operating measures such as * * *
reducing speeds through populated
areas to minimize impact forces from
accidents and reduce the vulnerability
of tank cars transporting’’ certain
highly-hazardous materials. Each of
these NTSB recommendations is
discussed in the NPRM.3
The Department considers this rule
responsive to section 20155’s mandate,
as well as to the NTSB
recommendations. As discussed in more
detail in section IV below, however, we
recognize that this rule does not directly
implement each of the relevant NTSB
recommendations. Instead, the interim
standards we are adopting in this rule
are only the first part of a longer-term
strategy to enhance the safety of rail
shipments of PIH materials. Improving
the safety and security of hazardous
materials transportation via railroad
tank car is an on-going process. We plan
to continue to develop and validate a
performance standard to further
improve the crashworthiness of PIH
tank cars, with a view towards
incorporating the improved
performance standard into the HMR.
Going forward, FRA’s hazardous
materials research and development
program will continue to focus on
reducing the rate and severity of
hazardous materials releases by
optimizing the manufacture, operation,
3 See 73 FR 17818, 17826–28. The NPRM
indicated that NTSB classified FRA’s responses to
Safety Recommendations R–05–15 and R–05–16
stemming from the Graniteville accident as ‘‘OpenResponse Received.’’ Subsequently, in a letter dated
June 7, 2007, however, NTSB classified these
recommendations as ‘‘Closed-Unacceptable Action’’
and ‘‘Open-Unacceptable Response.’’ A copy of
NTSB’s June 7, 2007, letter is available in the
docket.
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inspection, and maintenance procedures
for the hazardous materials tank car
fleet. In addition, we plan to continue
our holistic approach to rail safety, as
discussed in detail in the NPRM,
including railroad operating and
maintenance practices; railroad routing
practices; shipper commodity handling
practices; and emergency response
procedures.
III. The Proposed Rule
Generally, the NPRM proposed a twopronged approach to enhancing the
accident survivability of tank cars. First,
the NPRM proposed to limit the
operating conditions of tank cars
transporting PIH materials. Second, the
NPRM proposed enhanced tank-head
and shell puncture resistance standards.
The NPRM described FRA’s research
demonstrating that the speed at which
a train is traveling has the greatest effect
on the closing velocity between cars
involved in a derailment or accident
situation and that the secondary car-tocar impact speed in such situations is
approximately one-half the initial train
speed (the speed of the train at the time
of the collision or derailment). Based on
this research, the Department
recognized that limiting the operating
speed of tank cars transporting PIH
materials is one potential method to
impose a control on the forces
experienced by railroad tank cars.
Accordingly, we proposed two
operational speed restrictions:
(1) A maximum speed limit of 50 mph
for all trains transporting railroad tank
cars containing PIH materials; and
(2) A maximum speed limit of 30 mph
in non-signaled (i.e., dark) territory for
all trains transporting railroad tank cars
containing PIH materials, unless the
material is transported in a tank car
meeting the enhanced tank-head and
shell puncture-resistance systems
performance standards of this proposal.
As an alternative to the maximum
speed limit of 30 mph in dark territory,
we proposed submission for FRA
approval of a complete risk assessment
and risk mitigation strategy establishing
that operating conditions over the
subject track provide at least an
equivalent level of safety as that
provided by signaled track.
In conjunction with these speed
restrictions, we also proposed improved
tank-head and shell puncture-resistance
standards. The enhanced standards
proposed to require tank cars that
transport PIH materials in the United
States to be designed and manufactured
with a shell puncture-resistance system
capable of withstanding impact at 25
mph and with a tank-head puncture
resistance system capable of
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withstanding impact at 30 mph. To
ensure timely replacement of the PIH
tank car fleet, we proposed an eight-year
implementation schedule,
contemplating design, development,
and manufacturing ramp-up in the first
two years, replacement of 50% of the
fleet within the next three years, and
replacement of the remaining 50% of
the fleet in the following three years. As
part of this implementation plan, we
proposed the expedited replacement of
tank cars used for the transportation of
PIH materials manufactured before 1989
with non-normalized steel head or shell
construction.4 Recognizing that
improvements in tank car performance
have historically relied in large part on
thicker and/or stronger steel, which
brings with it a corresponding addition
to the empty weight of the tank car, we
also proposed an allowance to increase
the gross weight on rail for tank cars
designed to meet the proposed
enhanced tank-head and shell punctureresistance systems performance
standards (up to 286,000 pounds).
IV. Discussion of Comments on the
Proposed Rule
Subsequent to publication of the
NPRM, DOT hosted a technical
symposium on tank car crashworthiness
and conducted four public meetings to
solicit comment on the proposed rule.
The intent of the technology symposium
was to provide a forum for FRA and
PHMSA to share with the tank car
industry the agencies’ collective
knowledge and experience in the testing
and design of rail tank cars significantly
more crashworthy than conventional
tank cars, as well as to provide parties
involved in the manufacturing,
repairing, and testing of tank cars an
opportunity to openly discuss issues
related to the manufacturing of such
tank cars.
We received approximately 50 written
comments in response to the NPRM,
including comments from members of
the railroad and PIH shipping industry,
trade organizations, local governments,
tank car manufacturing and repair
companies, members of Congress, as
well as members of the general public.
Several of these commenters also
provided verbal comments at the public
meetings held during the subsequent
comment period. The following
discussion provides an overview of the
written and verbal comments DOT
received in response to the NPRM and
how DOT has chosen to address those
comments in this rule. As previously
4 Non-normalized steel is steel that has not been
subjected to a specific heat treatment procedure that
improves the steel’s ability to resist fracture.
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noted, two petitions were filed
requesting DOT to establish interim tank
car standards; comments on these
petitions are set forth in Section V. More
detailed discussions of specific
comments on the NPRM and the
petitions for interim standards, as well
as DOT’s responses, can be found in the
relevant Section-by-Section analysis
portion of the preamble.
Generally, commenters recognize the
need to improve the crashworthiness of
PIH tank cars and express support for
DOT’s efforts in the NPRM. For
example, the NTSB supports the stated
goals of the NPRM and states that many
aspects of the proposal, when
implemented, will significantly improve
the safety of the transportation of PIH
materials in railroad tank cars. The AAR
applauds DOT’s issuance of the NPRM
as a ‘‘truly innovative approach’’ to tank
car design and CI indicates that the
organization ‘‘fully supports the major
step forward’’ DOT took in issuing the
proposed rule. Although commenters
also generally support the development
of a performance standard focused on
tank car puncture resistance such as that
proposed 5 commenters also raise
important practical concerns regarding
DOT’s specific proposals. The majority
of commenters’ concerns are focused on
(1) the technical basis for and feasibility
of achieving, in the short term, the
proposed tank-head and shell puncture
resistance performance standards; (2)
the proposed eight-year implementation
period, including the proposed
accelerated replacement of cars
constructed with non-normalized steel;
(3) the proposed allowance to increase
the gross weight on rail of PIH tank cars;
(4) the proposed speed restrictions,
particularly the interim 30 mph speed
restriction in dark territory for tank cars
not meeting the proposed enhanced
performance standards, but used to
transport PIH materials; (5) the lack of
proposed enhancements to PIH tank car
top fittings; (6) the need for an interim
standard for tank cars used to transport
PIH materials; and (7) the costs
associated with implementing the
proposed rule.
A. Proposed Performance Standards
The majority of commenters express
the view that although the 25 and 30
mph shell and head-impact puncture
5 Trinity Industries, Inc. (Trinity), a tank car
builder, comments that issuance of the proposed
puncture resistance performance standard is
inconsistent with SAFETEA–LU’s mandate to
develop ‘‘appropriate design standards’’ for
pressurized rail tank cars. Although we respectfully
disagree with Trinity’s comment, we note that the
issue would not appear to be relevant to this rule
in that we are adopting tank car design standards.
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resistance standards are laudable goals,
such proposed standards are
‘‘technology forcing’’ and achieving
such impact resistance utilizing existing
technology and currently accepted tank
car engineering practices is not possible
in the short term. For example, Dow, a
driving force behind the Next
Generation Rail Tank Car Project
(NGRTCP),6 suggests that although the
25 mph shell-impact puncture
resistance system standard (which
represents a six-fold performance
improvement over existing chlorine
tank cars) may be obtainable based upon
the design concepts and technologies
developed by the NGRTCP, the
proposed 30 mph head impact standard
(which represents a ten to twelve-fold
improvement over existing chlorine
cars) is outside the range of solutions
contemplated by the Project. Noting that
no existing tank car designs under
review as part of the NGRTCP would
meet the proposed head and shellimpact standards, tank car builders
estimate that it will take up to ten years
until a design proven to meet the
proposed performance standards (both
25 mph shell-impact and 30 mph headimpact puncture resistance standards)
could be ready for full-scale
implementation. Other commenters
indicate that it may take approximately
three years until a design proven to
meet the proposed 25 mph puncture
resistance standard will be ready for
full-scale implementation. These
commenters’ concerns regarding the
time required until the tank car industry
can meet the proposed performance
standards are discussed in more detail
below with other comments related to
the proposed implementation period.
Some commenters, noting the synergy
between the proposed 50 mph speed
limit for PIH tank cars and the 25 mph
shell impact puncture resistance
performance standard, question the
efficacy of the proposed 30 mph headimpact standard. As explained in the
NPRM and by FRA staff at the May 28,
2008, public meeting, the 30 mph head
impact standard was intended to protect
against impacts when a tank car is
involved in the primary collision (i.e.,
impacts other than the secondary car-tocar impacts upon which the proposed
50 mph speed limit was based). FRA
believes that in such instances, it is
desirable to have additional headimpact protection strategies available to
help reduce the risk of loss of lading
and that the available space in front of
the tank-head will accommodate
sufficient energy absorbing material
6 The NGRTCP is discussed in detail in the
preamble to the NPRM. See 73 FR 17833–34.
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between the head shield or jacket and
the inner commodity tank. See 73 FR
17849.
NTSB acknowledges that establishing
tank car puncture resistance at 25 mph
would be an improvement that would
enhance tank car safety. NTSB suggests,
however, that such standard does not
represent a standard for ensuring safety
in 50-mph collisions because the
general premise upon which the
standard is based (i.e., the finding by the
Volpe National Transportation Systems
Center (Volpe) that the secondary car-tocar impact speed is one-half that of the
initial train speed) is not applicable to
all derailment conditions. Specifically,
noting the two-dimensional, linear
model utilized in Volpe’s research,
NTSB recommends the development
and validation of more technically
rigorous models that include
consideration of the many threedimensional, highly nonlinear dynamic
responses that occur in derailment
situations. Noting that its Safety
Recommendation R–04–06
contemplates the consideration of
different types of critical-loading
conditions observed in derailments,
NTSB suggests that although improving
the puncture-resistance of tank cars is
an important safety enhancement, by
itself, it does not fully respond to Safety
Recommendation R–04–06.
Accordingly, NTSB suggests that
additional modeling and validation is
necessary to understand the full range of
dynamic responses that occur in
derailments. We appreciate NTSB’s
comments in this regard and as we
pursue continued research and
development on advanced car design,
we will continue to further refine our
quantification of the dynamic forces
acting on railroad tank cars in accident
conditions.
CI notes that the proposed 30 mph
head-impact standard represents an
‘‘exponential increase in severity over
the existing head protection
requirement’’ and questions whether the
proposed standard goes beyond what is
necessary to protect the integrity of the
tank in real world accident scenarios.
Noting its own efforts to address tank
car puncture resistance, CI explains that
its research demonstrates that a
significant improvement (2x) in
puncture resistance is possible if tank
cars are constructed of steels with
higher fracture toughness than AAR TC
128B steel (the steel typically used in
tank car construction). Consistent with
its Safety Recommendation R–04–07,
NTSB similarly recommends that a
standard for the fracture toughness of
tank car construction materials be
included in any final DOT tank car
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standard. NTSB suggests that the
inherent material variability identified
through FRA’s research is common to
the class of steel utilized and has been
used in other applications to define
fracture-based criteria. Although DOT
believes that material properties play an
important role in the performance of a
tank car subjected to fatigue type
loading, FRA’s research has clearly
demonstrated that for the impact
conditions typical of accidents that
result in a release, a holistic approach
is required to prevent a breach of the
commodity tank. As noted in the NPRM,
however, DOT will continue to examine
the dynamic fracture toughness of steels
used in the construction of pressure
tank cars in hazardous materials service
and we will incorporate any workable
tank car design-specific fracture
toughness standards into the final
performance standards.
Other commenters note that the Volpe
concept work (described in detail at the
technology symposium) 7 does not
establish the feasibility of the proposed
performance standards. Several
commenters express the view that
because the Volpe concept car differs
significantly from traditional rail car
designs and manufacturing methods,
questions regarding the sill design,
movement of the tank during yard
impacts, how the car will be
constructed, and other technical details
need to be fully evaluated before the car
can be manufactured and put into
service. Commenters note that the
proposed performance standards are
based on impacts of 25 (shell) and 30
mph (head) from a 286,000 pound mass
concentrated through a 6″ x 6″ impactor.
Citing a recent head impact test by the
NGRTCP, one tank car builder,
American Railcar Industries (ARI),
concludes that even meeting the 25 mph
shell-impact puncture resistance
standard requires a larger impactor, or
less impacting weight. Another
manufacturer suggests that it may be
possible to achieve the 25 mph standard
with the 6″ x 6″ impactor due to the
deformations that are likely to occur,
but the 30 mph standard probably
would not be achievable.
Noting that current research has
focused on development of a chlorine
car (the Volpe ‘‘concept car’’) to meet
the proposed performance standards,
commenters express the view that other
PIH materials (e.g., anhydrous ammonia,
ethylene oxide, methyl mercaptan,
anhydrous hydrogen fluoride) have
significantly different physical and
7 Copies of technical presentations from the
symposium, as well as a summary of the
symposium is available in the docket.
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chemical properties that must be
accommodated in tank car designs. For
example, product density affects how
much product can be loaded into a car.
Arkema, a shipper of methyl mercaptan,
a raw material used in the production of
animal feeds for the poultry and swine
industry, notes that chlorine weighs
approximately 12 pounds per gallon,
while methyl mercaptan weighs only
about 7.8 pounds per gallon. Because
chlorine is a rather dense material as
compared to other PIH materials, the
typical chlorine car has smaller tank
dimensions than tank cars designed to
transport other PIH materials. As Dow
notes, these smaller tank dimensions
have allowed the NGRTCP to design a
chlorine car with greater thickness and
greater standoff distances (i.e., the
distance between the tank and the tank’s
outer protection) than may be possible
for tank cars designed to carry other PIH
commodities.
Commenters also suggest that the
differing physicochemical properties
and severity of hazards presented by
various PIH materials need to be
considered when designing tank cars to
handle particular PIH materials. DGAC
notes that many PIH materials are
highly flammable and will ignite prior
to the formation of a toxic cloud. As an
example, BASF notes that ethylene
oxide has flammability ranges between
3% and 100% in air and therefore, that
an ethylene oxide release would result
in a fire before there was an opportunity
to affect the general population from a
toxicity hazard. BASF further notes that
there is a significant difference in the
danger posed by a Zone B PIH material
(e.g., chlorine) versus a Zone D PIH
material (e.g., ethylene oxide).
Commenters further state that the
disparate physicochemical properties of
the various PIH materials shipped via
railroad tank car have historically led to
very specific car designs for certain
materials. For example, DuPont notes
that oleum and sulfur trioxide have
relatively high freezing points.
Accordingly, rail cars intended for the
transportation of oleum and sulfur
trioxide must be equipped with
sufficient insulation capable of
maintaining the temperature of the
chemicals above their respective
freezing points. Similarly, tank cars
used to transport chlorosulfonic acid are
constructed of stainless steel tanks to
prevent discoloring of the acid.
According to DuPont, there is no
feasible alternative to stainless steel and
the properties of the stainless steel inner
tanks relative to the puncture resistance
requirements of the proposed
performance standards would have to be
considered. Similarly, shippers of
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anhydrous hydrogen fluoride and
hydrofluoric acid note that the corrosive
properties of these chemicals have led
to non-jacketed tank car designs for
these particular commodities and that
the non-jacketed cars allow for visual
detection of any corrosive product on
the outside of the commodity tank
before it can compromise the integrity of
the tank. Noting the Volpe concept car
presented at the technology symposium
and the NGRTCP car design rely on a
‘‘sandwich’’ (i.e., layered design with a
jacket encompassing supporting foam or
other energy absorbing material
surrounding and isolating the
commodity tank from the structural
forces of the moving train), these
commenters suggest that such a design
concept would introduce new
maintenance and inspection challenges
that could lead to a detriment in safety
in that the inner tank could not be
inspected as readily as is currently
possible.
Although DOT recognizes
commenters’ concerns with commodity
specific tank car design issues, as noted
at the May 28, 2008 public meeting, the
NPRM was not intended as a ‘‘one size
fits all’’ approach. Specifically, as
described at the technical symposium,
the Volpe concept car is intended to
demonstrate DOT’s proposed approach
to meeting the performance standards.
DOT’s approach, focusing on the energy
absorbing capability of the tank car, is
applicable to any type of tank car. DOT
recognizes, however, that specific
design elements would necessarily have
to be modified for specific commodities.
Other commenters, including AAR
and BNSF Railway Company (BNSF)
suggest that the 6″ x 6″ impactor
contemplated in the proposed rule is
not representative of real world objects
impacting tank cars and that any
proposed standard needs to consider
impacts other than carbody-to-carbody
impacts, such as impacts by smaller,
sharper objects; the crushing or tearing
away of the shell; and oblique punctures
or punctures away from the centerline
of the tank. In support of this position,
BNSF references five accidents on its
railroad that resulted in releases from
eight pressure tank cars over the last 12
years. Five of those eight releases did
not involve carbody-to-carbody impacts.
Instead those tank car releases involved:
(1) Stub still failure due to a large
vertical force on the draft gear which
caused the sill to tear away a section of
the tank shell, (2) puncture by pieces of
broken rail, (3) the shearing off of liquid
and vapor valves; (4) puncture by being
struck by the corner of a flat car; and (5)
puncture when the corner of an I-beam
(which fell from a previous car) struck
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a tank car. Similarly, AAR expresses the
view that the proposed performance
standard is flawed because it focuses
exclusively on the ability of tank car
designs to absorb energy without
releasing product and does not consider
other possible modes of failure.
Specifically, AAR suggests that DOT’s
focus on energy absorption effectively
addresses punctures from ‘‘large, blunt
objects coming into contact with the
tank head or shell from a perpendicular
direction,’’ but ignores other accident
scenarios prevalent in railroad
operations, including: (1) Punctures
from smaller, sharper objects; (2)
releases due to the tearing away of
attachments to the shell; (3) cracking of
the shell; and (4) oblique punctures and
punctures away from the center of the
head or the centerline of the shell. On
the other hand, the Railway Supply
Institute, Inc. (RSI) suggests that basing
the proposed performance standard on a
test utilizing a 6″ x 6″ impactor is not
appropriate because the size of the
impactor does not correlate to anything
expected to be seen in the field. RSI
suggests that the size of the impactor
should be increased to more accurately
reflect the face surface of a standard
non-shelf coupler.
In response to the BNSF and AAR
comments regarding the NPRM’s focus
on the energy absorption of impacts to
tank cars, we note that the proposed
head and shell impact standards were
based on a series of complementary
measures, including: (1) Blunting the
load impacting the tank, (2) absorbing
energy, (3) reinforcing the commodity
tank, and (5) removal of in-train forces
from the commodity tank. Although
DOT continues to believe that this
approach addresses each of the failure
modes cited by commenters, as
explained at the technology symposium,
DOT recognizes that this approach is
most effective in addressing carbody-tocarbody impacts that result in the bulk
crushing and deformation of tank cars,
and what DOT believes to be the most
likely failure mode to result in a
catastrophic release of hazardous
materials, that is, the puncture of the
head or shell by some intermediate size
piece of railroad equipment (e.g.,
coupler, drawbar, side or draft sill).
Commenters suggest that DOT should
not promulgate final head and shell
puncture-resistance standards until the
NGRTCP has completed its work and
compliant tank car designs have been
developed, and cars have been built and
tested for each PIH commodity. Dow
indicates that the NGRTCP expects to
have a prototype tank car built by the
end of 2008 that would meet a 25 mph
head and shell impact puncture
PO 00000
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1775
resistance standard. Dow cautions, as do
other commenters, that such a prototype
car should be subjected to an additional
period of in-service testing prior to
being approved for use. Further, noting
the ‘‘evolutionary process’’ of tank car
safety enhancements, Dow concludes
that the proposed performance
standards are two to three generations
ahead of what is currently achievable.
Accordingly, in its comments, Dow
urges the Department to adopt
regulatory standards based on
‘‘practical, proven, real world
solutions.’’ Similarly, commenters
express the view that current generation
PIH tank cars (i.e., existing PIH rail car
designs) are not inherently flawed or
unsafe. Accordingly, these commenters
suggest that DOT pursue a design that
utilizes current car designs as a
‘‘platform’’ for safety and security
enhancements.
Although DOT believes that the
proposed performance standards can be
met utilizing currently available
materials and innovative engineering
approaches to tank car design, as
discussed above, we recognize the need
to further model and validate any final
performance standard. We also
recognize the need to assist industry in
developing the requisite technical
expertise to accurately model and
analyze the large deformation with
material failure problems required to
develop a significantly better tank car
design (whether that final design is one,
two, or three generations ahead of
existing DOT specification cars). We
will continue to work with the tank car
manufacturing and shipping industries
through a series of technical meetings to
share the ongoing findings of FRA’s tank
car research program (including Volpe’s
modeling and testing efforts). The goal
of this work will be to develop an
improved performance standard for
adoption into the HMR. Meanwhile, in
order to ensure the ongoing availability
of PIH tank cars, this rule establishes
interim standards for tank cars that may
be built prior to the development and
commercialization of the final
performance standard. This rule
responds to commenters’
recommendations that in the time
period before the development and
commercialization of a final
performance standard, we adopt a
design that utilizes current car designs
as a basis for improvements. As
discussed in more detail in sections VI
and VII below, this rule adopts
enhanced commodity-specific design
standards for PIH tank cars based on
existing DOT specification cars.
AAR urges DOT to adopt its
‘‘conditional probability of release’’
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(CPR) metric in ascertaining the safety
afforded by various tank car designs
(i.e., the probability of a release in the
event of an accident). This request was
reiterated in the Joint Petition for an
interim standard in which the ACC,
ASLRRA, AAR, CI, and RSI requested
that DOT approve interim rail tank car
standards that would incorporate design
specifications as well as an alternative
performance standard based on the CPR
metric. The Joint Petition is discussed in
more detail in section IV.F below.
Although FRA believes that the analysis
underlying the CPR metric is technically
sound from the standpoint of
implementation of standard statistical
mathematics, FRA does not believe that
the design of a tank car can rationally
be based on statistical analysis alone.
Instead, consideration of the physics
that tank cars experience during
accidents, derailments, and other types
of rail incidents must be considered.
FRA is also concerned that many of the
issues raised by commenters concerning
validation of the performance standard
proposed in the NPRM apply equally to
the ‘‘improvement factor’’ utilized in the
Joint Petition. We note in this regard
that the ‘‘improvement factor’’ was, in
effect, reverse engineered from existing,
available tank car specifications. The
Joint Petition asks DOT to allow for
alternative proofs that the tank car
improvement factor for the commodity
is met, even though different designs are
employed than those specified as
meeting the requirement. FRA does not
believe that alternative proofs could be
utilized in this context without reliance
on broad assumptions that may not be
supported by actual experience.
Additionally, going through the exercise
of attempting to prove an outcome that
was tied to an available DOT
specification in the first instance would
be both awkward and likely fruitless,
because the basis of the regression
results rely on evaluation of traditional
DOT specification cars. DOT is aware
that this approach is built around an
expectation that protective structures
may be distributed between the tank
and jacket or head shield as described
in the petition for chlorine cars.
Accordingly, this rule does not adopt
the CPR metric as proposed by both
AAR and the additional parties to the
Joint Petition. However, DOT does
accept the basic framework of
specifications that the parties
contemplate for use and provides a
more direct and less cumbersome means
to demonstrate the performance of
alternative designs of the sort the
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petitioners sought.8 The Department’s
rationale is discussed in more detail in
section VI below.
B. Proposed Implementation Period
The majority of commenters also
express the view that the proposed
eight-year implementation period is
overly-aggressive and not realistic.
Specifically, commenters contend that
design, development, and
manufacturing ramp-up cannot be
completed within the two-year period
contemplated by the proposed rule.
Commenters also state that the six-year
fleet replacement period contemplated
in the NPRM is too short, given the
capital expenditures that would be
required by individual fleet owners to
replace their entire fleets in six years,
the capacity of tank car manufacturers
to manufacture new cars, and other
market forces (e.g., demand for ethanol
tank cars). Further, several commenters
express the opinion that the proposed
rule’s requirements that 50% of each
owner’s fleet be replaced with cars
conforming to the proposed
performance standards within five years
of a final rule’s effective date and the
requirement that all PIH tank cars
constructed of non-normalized steel in
the head or shell be replaced within the
same time frame are unjustified, and in
some instances, impossible to meet.
With regard to the two-year design
and manufacturing ramp-up period
contemplated in the proposed rule,9
commenters assert that it will take up to
ten years until a proven design is ready
for full-scale implementation.10
Specifically, in written comments, as
well as at the technical symposium,
tank car builders explain that the time
required to take a new tank car design
from the conceptual research and
development point to full-scale
production is highly dependent on
several competing factors. First, the
extent to which a new design differs
8 Both the petition and this rule rely upon an
assumption that, within reasonable bounds,
distribution of protective structure between an
exterior layer and the tank itself will produce the
same results from the point of view of tank
puncture resistance as using all of the material
thickness in constructing the tank. Petitioners have
not established that this is the case; however,
engineers directing and conducting FRA-sponsored
research are satisfied that the effects are likely
commutative (additive), at least in the classic
puncture scenarios described in the NPRM.
9 See 73 FR 17846–47.
10 Some commenters indicated that it would take
at least three years to develop a compliant design
(at least to the 25 mph puncture resistance
standard) and some said it would take two years to
get a design to market, provided a bigger impactor
was used. These commenters, however, also noted
that an additional service trial period would be
necessary before the cars could reasonably be put
into full service.
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from traditional rail car design will
affect the time required to finalize, test,
and implement that design. Second,
builders indicated that the time
necessary to move from design to fullscale production will also be dependent
on the extent of manufacturer re-tooling
required, the extent of changes in
fabrication protocols and welding
protocols required, the extent of training
and recertification of skilled workers in
those new protocols and welding
techniques required, the need to obtain
potentially new materials, as well as the
need for Chapter 11 11 service testing.
Commenters suggest that a service trial
period ranging from between 12 to 18
months to two years should be required
for any new car with a design
substantially different from current cars.
RSI asserts that the typical regulatory
lead time for ‘‘other federal performance
standards that require new designs and
engineering breakthroughs’’ (i.e.,
technology forcing regulations) is
substantially longer than the two-year
period contemplated by the proposed
rule. According to RSI, new
performance regulations in other
transportation industries with
‘‘significantly more resources allocated
to research and development’’ have
allowed from three to six years for
design development to the
commencement of production. In
support of this assertion, RSI cites a
recent U.S. Environmental Protection
Agency rule on locomotive emission
standards, which allows seven years for
compliance with performance standards
requiring the development of new
technology, while allowing one year for
compliance with performance standards
that can be met with existing
technology.
Further, as discussed above, several
commenters note that to date, research
has focused on a chlorine car (the Volpe
‘‘concept car’’) designed to meet the
proposed performance standards. Citing
practical experience, commenters
involved in the shipment of PIH
materials other than chlorine (e.g.,
anhydrous ammonia, ethylene oxide,
methyl mercaptan, anhydrous hydrogen
fluoride) express the view that any final
tank car standards will need to take into
consideration the physicochemical
properties of specific PIH materials, as
well as the differing hazards presented
by each material. These commenters
assert that this commodity-specific
analysis will necessitate more time than
11 Chapter 11 of the AAR’s Manual of Standards
and Recommended Practices, CII, M–1001, entitled
‘‘Service-Worthiness Tests and Analyses for New
Freight Cars.’’
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the two-year design and manufacturing
ramp-up period proposed.
Asserting that a six-year replacement
period for existing bulk packages is
‘‘unprecedented,’’ DGAC states that the
proposed rule’s six-year replacement
period is ‘‘unjustifiable from a cost
benefit perspective.’’ Arkema, a methyl
mercaptan shipper, notes that there are
a limited number of engineers and rail
car manufacturers to meet the mandates
of any new railcar design. Accordingly,
Arkema expresses concern that first
priorities for designing and building
enhanced rail cars for PIH materials will
focus on cars designed to transport
those substances that make up the bulk
of the PIH railcar fleet (i.e., chlorine and
anhydrous ammonia).
With regard to the proposed rule’s
requirement that all PIH tank cars
constructed of non-normalized steel in
the head or shell be replaced within five
years after the final rule’s effective date,
(effectively, half-way through the six
year proposed fleet replacement period),
several commenters note the PIH
shipping industry’s voluntary efforts
already underway to phase-out these
tank cars. TFI, the national trade
association that represents fertilizer
producers, importers, wholesalers and
retailers (i.e., shippers of anhydrous
ammonia), notes that its members are
already voluntarily phasing-out the use
of non-normalized steel cars for the
transportation of anhydrous ammonia.
Specifically, TFI states that its members
utilize approximately 4,600 tank cars to
ship anhydrous ammonia and only
about 340 of those cars are pre-1989
non-normalized steel cars. Further, TFI
notes that its members anticipate that
these 340 non-normalized steel cars will
be completely removed from their
anhydrous ammonia fleets earlier than
the five years proposed in the NPRM.
For example, one member, CF
Industries, Inc. (CF), states that,
beginning in 2005, it began voluntarily
to modernize its fleet of anhydrous
ammonia tank cars by phasing out 313
of its pre-1989 non-normalized steel
cars. CF indicates that it plans to
remove the remaining 24 nonnormalized steel cars from its fleet of
anhydrous ammonia cars by the end of
2008.
Several commenters, citing present
difficulties obtaining new PIH tank cars,
raise the concern that if such difficulties
are not resolved in the short term,
shippers may be forced to keep these
older cars longer or reduce the size of
their fleets. These concerns are
discussed in more detail below with
other comments pertaining to the need
for an interim standard for PIH tank
cars.
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CI comments that although it does not
object to prioritizing the removal of pre1989 tank cars constructed with nonnormalized steel in any fleet
replacement program, the accelerated
retirement of these cars as proposed is
not justified because there is not
sufficient evidence demonstrating that
such accelerated replacement will
significantly enhance rail safety.
Similarly, other chlorine shippers (PPG
& U.S. Magnesium) say that early
replacement of non-normalized steel
cars as proposed is not justified since
the performance of non-normalized cars
has not differed significantly from that
of normalized cars, and the cars show
similar puncture resistance to
normalized steel cars. Further, PPG
notes that as proposed, the accelerated
phase out of non-normalized PIH tank
cars would require PPG to change out
75% of its fleet in three years, having a
significant impact on PPG’s earnings
and putting PPG at a significant
disadvantage relative to its competition.
On the other hand, another chlorine
shipper, Olin Corporation (Olin), does
not object to the accelerated phase out
of the pre-1989 non-normalized steel
cars so long as the ‘‘accelerated
transition’’ (presumably referring to the
proposed requirement that one-half the
fleet be replaced with cars meeting the
enhanced performance standards within
five years) is limited to non-normalized
cars.
As an alternative to the overall eightyear implementation period proposed,
both CI and TFI suggest that any final
implementation period should be
developed as part of a joint government/
industry effort. PPG, which has a fleet
of almost 2,600 owned and leased tank
cars used for shipping chlor-alkali
products, suggests that instead of
specifying an implementation period in
terms of a date certain, DOT incorporate
a ‘‘test plan’’ into any final rule
establishing enhanced tank car
performance standards. Specifically,
PPG suggests that such ‘‘test plan’’
include a statistically significant test
fleet, a service trial period, and process
for intermediate inspections. Dow
recommends that DOT consider a longer
transition period based upon the age,
safety, and performance features of tank
cars or to phase in new tank car
standards for different PIH commodities
over successive periods of time,
allowing shippers to cascade cars down
in service from higher to lower risk PIH
materials. DOT appreciates the
alternatives recommended by these
commenters. Because the rule is limited
to standards for new tank car
construction in the time prior to the
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1777
development, adoption, implementation
and commercialization of a final
performance standard, incorporation
into this final rule of any of the
recommendations is not appropriate at
this time. We will, however, consider
the specific recommendations as we
develop regulatory requirements to
implement a final performance
standard.
With regard to the time period
allowed for individual car owners to
replace their existing PIH tank car fleets
with tank cars meeting any final DOT
standard, commenters suggest that
consideration must be given to several
competing factors on a fleet-by-fleet
basis.12 For example, several shippers
have voluntarily upgraded their fleets
over the last few years, and have
purposefully ‘‘over-built’’ their tank cars
with additional safety features not
mandated by the HMR. These shippers
express the view that unless
consideration is given to these
additional safety features already in
place, they are effectively being
penalized for voluntarily investing in
those upgrades in the first place.
Commenters also express the view that
individual fleet size and age, annual
shipment volumes, product
characteristics, quantities of cars
available for purchase or lease, and
manufacturing delivery schedules are
other factors that need to be considered
on an individual fleet-by-fleet basis
when determining an appropriate fleet
replacement period.
We appreciate the comments
regarding the need to consider adequate
time for developing car designs,
validating compliance with the
performance standards, and ensuring
the car is dynamically suitable and
serviceable. DOT will consider these
issues as we work to validate and
finalize a performance standard for PIH
tank cars and incorporate that standard
into the HMR. We note that issues
related to a delayed effective date would
not appear to be relevant to this final
rule, since builders can adapt existing
tank car designs within a short time to
meet the interim requirements. We also
are modifying our proposal for phasing
out cars constructed prior to 1989 with
non-normalized steel in the head or
shell. Although we continue to believe
that an accelerated phase out of these
cars is justified, we recognize the
voluntary efforts already underway by
many fleet owners to phase out these
cars, in many cases on schedules more
12 See Transcript of comments of PPG at May 14,
2008 meeting (available in the docket) and; written
comments of U.S. Magnesium and ACC in the
docket (document numbers 57 and 86).
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aggressive than the five-year deadline
proposed in the NPRM. Rather than
imposing a fixed deadline, this rule
requires rail car owners that elect to
retire or remove rail tank cars from PIH
service, other than because of damage to
the cars, to prioritize the retirement or
removal of pre-1989 non-normalized
steel cars.
C. Proposed Allowance To Increase the
Gross Weight on Rail of PIH Tank Cars
Although commenters raise practical
concerns related to an increase to
286,000 pounds in the maximum gross
weight on rail of hazardous materials
tank cars, most generally support this
aspect of DOT’s proposal. Specifically,
AAR indicates that the infrastructure of
Class I carriers can generally
accommodate the heavier cars and that
short line railroads should generally be
able to transport the heavier cars, with
a few isolated weight restrictions (e.g.,
bridges).13 TFI expresses support for
this aspect of DOT’s proposal, but
noting the practical issue that some
anhydrous ammonia shipment origin
and destination points cannot handle
the heavier cars, TFI expresses concern
that light loading (loading a tank car
with less than its full capacity of
product) and diversion to other modes
of transportation (e.g., highway) could
occur. Similarly, CI indicates that
although the proposed allowance to
increase the maximum gross weight on
rail would be a ‘‘positive move
removing regulatory burden on shippers
using the heavier car,’’ CI expresses the
same concerns as TFI. Individual
shippers and the DGAC commented
similarly, with one shipper (U.S.
Magnesium) noting that it expects to
upgrade its own track this year to
accommodate 286,000 pound cars. At
the May 14, 2008 public meeting, a
representative of Olin Corporation, one
of the largest shippers of chlorine in
North America, estimated that due to
infrastructure issues, approximately
50% of Olin’s customers are currently
unable to receive 286,000 pound cars.
Further, the Olin representative noted
that if the current 500 psi tank car
typically used to transport chlorine
were replaced with a 600 psi car, as
originally proposed by the AAR’s
interchange standard, due to the
increased weight of the tank car itself,
Olin would have to light load
approximately half of its shipments by
approximately six tons each. In other
words, instead of shipping 90 tons of
13 No short line railroad directly commented on
the NPRM. However, the American Short Line and
Regional Railroad Association did join in the
petition filed by the AAR, ACC, and RSI.
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16:07 Jan 12, 2009
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chlorine in one tank car, Olin would be
limited to shipping only 84 tons per
tank car. Assuming demand remained
constant, as other commenters note, this
light loading would translate into
additional shipments of chlorine and
potentially the need for additional tank
cars in which to transport the chlorine.
In response to questions presented by
the Department at the May 15, 2008
public meeting regarding exactly how
many anhydrous ammonia origin and
destination points would not be able to
handle the heavier cars, in its written
comments TFI notes that five of its
members reported that approximately
2,758 shipments of anhydrous ammonia
would be affected annually. In response
to a similar question posed on May 14,
2008 to CI, the Institute reports that of
the six member companies responding
to the question, approximately 50% of
the origin and destination points of each
company would be unable to handle rail
tank cars weighing 286,000 pounds. The
American Chemistry Council (ACC),
which represents companies that ship
most, if not all, of the PIH materials
other than anhydrous ammonia,
similarly noted that not all shipper and
receiver locations of its members can
accommodate 286,000 pound gross
weight on rail cars.
TFI and individual shippers of
anhydrous ammonia suggest that a
longer phase-in schedule would allow
more time for infrastructure upgrades
necessary to support the heavier car and
suggest that DOT require that railroads
prioritize upgrades in geographical areas
through which PIH materials are
typically transported.
Although we recognize the practical
issues noted by commenters associated
with utilizing heavier tank cars to
transport PIH materials, we also note
that AAR’s existing interchange
standards, applicable to all freight car
types and products, provide for the free
interchange of freight cars up to 286,000
pounds.14 Accordingly, we understand
that freight rail cars with a maximum
gross weight on rail of 286,000 pounds
have become the industry standard for
Class I railroads and that a substantial
portion of the entire North American
freight car fleet (not just hazardous
materials tank cars) already meets the
286,000 pound interchange standard.15
Given anticipated growth and capacity
14 Standard S–286 is the existing industry
standard for designing, building, and operating rail
cars at gross weights between 263,000 pounds and
286,000 pounds.
15 As noted in the NPRM, to date DOT has also
issued several Special Permits allowing the use of
tank cars weighing up to 286,000 pounds. See e.g.,
71 FR 47288, 27301 (Aug. 16, 2001) (Special Permit
number DOT–SP 14167, Trinity Industries, Inc.).
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issues, FRA believes that the number of
286,000 pound freight cars will
continue to increase over the coming
years as railroads and shippers seek to
maximize the resulting efficiencies and
reductions in operating costs associated
with the use of these larger freight cars.
In general, use of larger 286,000 pound
rail cars reduces the number of cars
needed to transport the same volume of
cargo, allowing corresponding
reductions in the number of trains and
locomotives. These reductions produce
savings in ownership, maintenance, and
crew costs; improved net-to-tare ratio
(ratio of goods carried to empty car
weight); and reduced fuel costs
associated with the decrement of the
train resistance (fewer axles needed for
equivalent car weight). Offsetting these
cost advantages are higher maintenance
of way costs (including costs to upgrade
track from 263,000 pound compliant to
286,000 pound compliant). Although
short lines in most instances do not
handle traffic volumes sufficient to truly
realize these cost savings, in order to
participate in the national rail network
(i.e., to originate and terminate traffic
from other railroads), short lines must
be able to accommodate the equipment
used by Class 1 carriers. Accordingly,
short lines must upgrade the weightbearing capacity of their tracks and
bridges to handle 286,000 pound
railcars or risk losing business. FRA
understands that throughout the last
several years the short line industry has
been going through an extensive process
of upgrading track infrastructure to
accommodate 286,000 pound freight
cars. The short line industry has been
aided in this endeavor through state
funding, tax credits, and most recently
the Rail Revitalization and Improvement
Funding (RRIF) program, which
provides loans and loan guarantees for
the acquisition, development,
improvement, or rehabilitation of rail
equipment or facilities.
Accordingly, as noted at the May 15,
2007 public meeting, FRA believes that
infrastructure restrictions related to the
use of 286,000 pound tank cars are for
the most part limited to PIH shipment
origin and destination points. FRA also
believes that the railroad industry
standard providing for 286,000 pound
freight cars generally will lead to the
upgrading of not only railroad
infrastructure, but the infrastructure of
companies that ship or receive by rail
(whether via hazardous materials tank
cars or other railroad freight cars).
As noted above, although several
shippers raise practical concerns related
to the proposed allowance to increase
the maximum allowed gross weight on
rail of hazardous materials tank cars,
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several of those same shippers suggest
that a longer phase-in period for
enhanced tank cars would allow more
time for infrastructure upgrades to
handle the heavier cars. In addition,
because the scope of this rule is limited
to newly-manufactured cars, shippers
will have the flexibility to use existing
263,000 pound cars where infrastructure
does not support the heavier cars.
At the end of the day, most of the
commenters that expressed concern
about the 286,000 pound issue joined
one of the two petitions for rulemaking
seeking establishment of interim tank
car standards. Both petitions advocate
increases in package strength that
inevitably will either lead to
construction of 286,000 pound cars (if
allowed) or reduced-capacity 263,000
pound cars. Our economic analysis
recognizes that, for an interim period
during which remaining facilities are
being improved to handle 286,000
pound cars, some additional shipments
will be required. This should not
impose an impossible burden on
anyone; in fact, most commenters, while
expressing some concern about
increased costs, express considerable
support for the adoption and
implementation of safety improvements.
D. Proposed Speed Restrictions
The NPRM proposed a maximum
speed limit of 50 mph for all trains
containing railroad tank cars used to
transport PIH materials, and a maximum
speed limit of 30 mph in non-signaled
(dark) territory for all trains with
railroad tank cars transporting PIH
materials, unless the material is
transported in a tank car meeting the
proposed enhanced tank-head and shell
puncture-resistance systems. The NTSB
and several members of the PIH
shipping industry (tank car owners and
lessees) express support for these
proposed operational restrictions. For
example, noting that the NTSB has
attributed recent incidents involving the
breach of chlorine tank cars to railroad
operational issues, CI expresses its full
support for the proposed operational
restrictions. Another commenter
(Occidental Chemical Corporation
(OxyChem)) suggests that the proposed
rule should have included additional
operational improvements and
restrictions by railroads and notes that
although the speed and the presence of
signaled versus dark territory are factors
impacting the likelihood and severity of
an accident, other factors (such as traffic
density, bidirectional traffic, number of
switches along a line, population
densities, positive train control, and
placement of PIH tank cars within
trains) also need to be considered.
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16:07 Jan 12, 2009
Jkt 217001
Noting operational restrictions imposed
through a recent Special Permit issued
to BNSF Railway authorizing the
railroad to operate outside the
requirements of 49 CFR 174.14
(commonly known as the 48-hour rule)
in order to better manage its PIH
movements over non-signaled track,
OxyChem suggests that similar
operating restrictions be incorporated
into the final rule.16
Although expressing support ‘‘in
principle’’ for the proposed speed
restrictions, NTSB asserts that such
restrictions do not fully address its
Safety Recommendations R–05–15 and
R–05–16 relating to operating speeds in
non-signaled territory. Specifically,
NTSB notes that its Safety
Recommendation R–05–15 applies to
any train operating in non-signaled
territory, with no system to provide
train crews with advance notice of
switch positions; the NPRM would
apply only to tank cars transporting PIH
materials. Similarly, NTSB notes that its
Safety Recommendation R–05–16
includes operating measures (including
positioning tank car toward the rear of
trains and reducing speeds through
populated areas) designed to minimize
impact forces from accidents and to
reduce the vulnerability of tank cars
transporting PIH materials; neither of
which were considered in the NPRM.
Although, as discussed below, DOT
agrees with NTSB that reduced train
speed in non-signaled territory can be
part of a strategy to mitigate the effects
of train accidents, we do not believe that
Recommendations R–05–15 and R–05–
16 can be effectively implemented in
their entirety without introducing
additional safety risks and an extreme
economic burden on industry.17 As we
work to develop and implement a final
performance standard, however, we will
continue to evaluate the potential of any
feasible operating measures to minimize
the impact forces from accidents and
reduce the vulnerability of PIH tank
cars.
Some of the same shippers expressing
support for the proposed operational
restrictions, however, also express
16 See Special Permit No. DO–SP 14436 (Jan. 30,
2008). The Special Permit provides BNSF with
relief from the requirements of the 48 hour rule
when transporting TIH materials over certain dark
territory routes, subject to certain conditions (e.g.,
maximum authorized speed of 35 mph, route must
be evaluated and inspected by qualified railroad
track department personnel prior to train hauling
PIH materials traversing the track, trains hauling
PIH materials must hold the main line during
meets, and trains on sidings must stop before a PIH
train passes).
17 FRA’s specific concerns with these Safety
Recommendations are discussed in the NPRM. 73
FR 17828.
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1779
concern regarding the potential negative
impacts of the speed restrictions,
including longer transit times, increased
costs, potential increase in number of
cars needed to meet demand, and
apparent competing goals of
Transportation Security Administration
(TSA) initiatives to reduce the transit
time of PIH materials, including
reducing the dwell time of PIH
shipments in transportation through
high density population centers.
Similarly, citing the same concerns
noted above, other PIH material
shippers express the view that the
detrimental effects of certain aspects of
the proposed operational restrictions
would outweigh any safety benefits to
be derived from such restrictions. For
example, the National Association of
Chemical Distributors (NACD) expresses
concern with the proposed interim 30
mph speed restriction in dark territory
for PIH tank cars not meeting the
enhanced performance standards
proposed. Specifically, NACD asserts
that such a speed limit is ‘‘contrary to
the important objective of having these
materials in transit for as short of a time
as possible.’’ NACD further asserts that
the 30 mph speed limit would provide
no guarantee that incidents would be
eliminated. Further, NACD asserts that
‘‘if two trains traveling at 30 mph were
to crash, the result would be the same
as that of a crash involving a single train
traveling at 60 mph.’’
NACD also expresses the view that
the proposed 30 mph speed limit would
adversely affect the timely delivery of
anhydrous ammonia, a time-sensitive
product given the short window of
opportunity for application in
agricultural operations. Similarly, Dow
suggests that the operating restrictions
proposed in the NPRM (taken together
with other regulatory requirements),
would ‘‘only exacerbate’’ the current
situation of the tank car industry and
even ‘‘accepting the optimistic
assumption in the NPRM that compliant
tank cars will be available for purchase
in two years, TIH shippers are likely to
require more tank cars before then, if the
proposed operating restrictions’’ are
implemented in the meantime.18
Subject to certain practical concerns,
AAR and the Class I railroads (including
CSXT, CP, and NS), generally support
the proposed 50 mph maximum speed
18 Arkema indicated that it does not support
maximum speed limit restrictions based solely on
railcar content and that any speed limit restrictions
should also be based on ‘‘roadbed construction and
environment.’’ In response to this comment, DOT
notes that FRA’s track safety standards (49 CFR part
213) mandate minimum safety requirements that a
track must meet and the condition of the track is
directly tied to the maximum allowable operating
speed for the track.
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limit for all tank cars transporting PIH
materials. However, these commenters
strongly oppose the proposed interim 30
mph restriction in dark territory for tank
cars not meeting the proposed tank head
and shell impact performance
standards.19 First, acknowledging that
as proposed, both the 30 and 50 mph
speed limits would apply to residue
tank car shipments of PIH materials,
AAR expresses the view that the risk of
a significant release of a PIH material
‘‘from residue shipments is so small that
the costs imposed on railroads and
society from either speed limit cannot
be justified.’’ AAR also notes that the
Department’s analysis of costs related to
the proposed 50 mph restriction in the
Regulatory Impact Analysis (RIA)
accompanying the NPRM appears to
assume that the only trains that would
be impacted by the 50 mph speed
restriction would be trains operating
with fewer than five tank cars
containing PIH materials in accordance
with industry’s standard practice (i.e.,
AAR’s Circular OT–55–I).20 Since
Circular OT–55–I only applies to loaded
tank cars, AAR reasons that DOT must
be ‘‘assuming that its proposal also only
applies to loaded tank cars.’’ Further,
AAR asserts that DOT’s estimate in the
RIA that there are 78,000 tank car loads
of PIH materials annually is reasonable
only if residue shipments are not
counted. AAR further asserts that
should DOT desire to apply either
proposed speed restriction to residue
shipments, publication of a new NPRM
would be required.
The commenting Class I railroads
echoed AAR’s views regarding residue
tank cars and suggested that as an
alternative DOT adopt a requirement
that ‘‘virtually all PIH be removed from
a tank car before it is returned to the
delivering rail carrier.’’
As noted above, AAR and most of the
Class I railroads that provided written
comments strongly oppose the proposed
30 mph interim speed limit for tank cars
19 CSXT noted that OT–55–I’s 50 mph speed limit
on key trains ‘‘does not have the same network
implications as dropping from 50 to 30 mph. In
maintaining network fluidity, homogeneity of
speeds is invaluable. If a train ordinarily can
operate for parts of its run at above 50 mph, but is
forced on occasion to limit speeds to 50, the adverse
effects are generally not extensive. In addition,
general merchandise trains that operate out of areas
where TIH is sourced are scheduled with the
expectation that they will always be limited to 50
mph.’’ NS further noted that they treat all trains
containing one or more loaded PIH tank cars (as
opposed to OT–55–I’s five or more loaded PIH tank
cars) as key trains. Accordingly, NS’s standard
practice is to operate trains with one or more loaded
PIH tank cars no faster than 50 mph.
20 A copy of AAR Circular OT–55–I is available
in the docket and a more detailed discussion of the
Circular’s recommended practices is included in
the NPRM. 73 FR 17831.
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16:07 Jan 12, 2009
Jkt 217001
transporting PIH materials in dark
territory that do not meet the enhanced
performance requirements of the rule.
These commenters reiterate the practical
concerns expressed by shippers, assert
that DOT did not adequately justify the
proposed restriction, and suggest that
the proposed restriction would have an
adverse effect on railroad operations
(e.g., increased switching, delays and/or
increased transit times for virtually all
railroad customers thereby reducing
equipment utilization (which would
exacerbate existing capacity
constraints), and increasing dwell time
of PIH tank cars in yards and terminals).
In addition, CP asserts that the NPRM’s
focus on PIH shipments traversing
‘‘non-signaled territory does not appear
to be rationally related’’ to the stated
purpose of the rule (i.e., to minimize the
probability of release from a PIH tank
car in the event of an accident).
AAR notes that the proposed 30 mph
speed limit would require railroads to
adjust their operations in one of two
ways. First, railroads could group PIH
shipments in fewer trains, thereby
limiting the number of trains that would
be subject to the speed restriction. AAR
asserts, however, that the ability of
railroads to group PIH cars in fewer
trains is limited by the regulatory
requirement to expedite hazardous
materials shipments. See 49 CFR 174.14
(prohibiting, with certain exceptions,
carriers from holding hazardous
materials shipments for longer than 48
hours at any one location). Further,
AAR asserts that to the extent railroads
are able to group PIH tank cars in fewer
trains, the dwell time for such
shipments would necessarily increase;
which is directly counter to TSA’s
efforts to reduce dwell time for PIH
shipments. CP estimates that holding
PIH tank cars for consolidation into
fewer trains on one line segment of 430
miles of non-signaled track between
Portal, ND and Glenwood, MN (PortalGlenwood line), would increase dwell
time by a minimum of 4 days in each
direction (i.e., 8 days on a round trip).
CP further notes that such consolidation
would result in an additional 1–2
switching moves during the course of
each PIH shipment, which AAR
suggests could have an adverse safety
impact by increasing the exposure of
employees to injury.
Second, AAR notes that railroads
could slow all trains with PIH
shipments in non-signaled territory to
the proposed 30 mph limit. AAR asserts
that an overall reduction in speeds for
all PIH-hauling trains would adversely
affect railroad operations by decreasing
overall system velocity, which could
potentially lead to diversion of some
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traffic to other modes of
transportation.21
CSXT asserts that the proposed 30
mph interim speed restriction in dark
territory is based on two faulty
assumptions: (1) That only trains
actually containing a PIH tank car
would be affected by the proposed
restriction; and (2) that as new cars
meeting the proposed performance
requirements come into service, the
number of trains that will be affected by
the speed restriction will decrease.
CSXT contends that, given its train
scheduling methodology, both of these
assumptions are false. According to
CSXT, ‘‘[t]he projected run time of a
scheduled merchandise train (i.e., a
train potentially carrying non-hazardous
as well as hazardous freight) is based on
three factors: (1) The maximum
authorized speeds in the timetable, (2)
the meet and pass planning in [the
CSXT] systems, and (3) the historical
run times of trains on the subdivision.’’
In building initial train profiles under
the provisions of the proposed rule,
CSXT contends that it would have to
assume the most restricted scenarios
(i.e., assume that all general
merchandise trains operating in nonsignaled territory would have a PIH car)
and that ‘‘[m]aking tactical changes
daily based on the actual train consist
would simply not be viable.’’
According to CSXT, 17 of its 51
scheduled general merchandise trains
operating in non-signaled territory
would be unable to make the crew
change point if a 30 mph speed
restriction were imposed. In these 17
instances, CSXT notes that having to
routinely re-crew trains en route would
disrupt operations, creating at a
minimum, ‘‘17 daily choke points on
the CSXT network.’’ Further, CSXT
contends that the proposed 30 mph
speed restriction would result in a 10%
reduction in capacity on one densely
traveled line. Although CSXT did not
identify the line at issue, it reported that
the potential effects of a 35 mph speed
restriction and a 40 mph speed
restriction on this same line and
concluded that restrictions would result
in capacity reductions of 7% and 4%,
respectively. CSXT further notes that
each of these analyses considered
absolutely perfect operating conditions,
21 Although commenters caution that diversion of
PIH shipments to other transportation modes (e.g.,
motor carrier) may occur if rail transportation
becomes too cumbersome or expensive, it appears
that any such diversion would be limited due to
safety and cost considerations. Commenters note it
takes approximately four truck loads to transport
the same capacity as one rail tank car. Commenters
further note that diversion to motor carrier is
generally only cost effective for relatively short
moves (i.e., moves up to 500 miles).
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with no track curfews, other network
congestion issues, or localized
difficulties.
Finally, CSXT explains that rail
network velocity directly impacts how
fast privately owned freight cars cycle.
Increasing network velocity enables a
carrier to handle more freight with
existing car capacity, while providing
good customer service. Implicit in
CSXT’s comments is the suggestion that
decreasing network velocity will lead to
longer equipment cycle times, and thus,
additional rail freight cars, not only for
the PIH shipping industry, but non-PIH
rail shippers as well.22
Similar to CSXT’s comments, CP
asserts that DOT underestimated the
costs of implementing the proposed 30
mph speed restriction. Specifically, CP
analyzed the potential costs of
implementing the restriction in two
primary corridors of its network that
include significant amounts of nonsignaled track—approximately 430
miles of non-signaled track between
Portal, ND and Glenwood, MN and
approximately 266 miles of nonsignaled track between Noyes, MN and
Glenwood, MN. Assuming that the 30
mph speed restriction would apply to
all trains carrying PIH shipments over
these non-signaled line segments, CP
determined that the proposed 30 mph
speed limit would result in direct
increased operating costs of $7 million
per year (approximately $3.5 million in
train miles costs and another $3.5
million in train re-crewing costs). Over
the proposed eight year implementation
period, these costs would total $56
million. Noting that DOT estimated in
the RIA that the proposed restriction
would cost the rail industry as a whole
approximately $133.87 million over
eight years (not including costs incurred
by BNSF), CP expresses the view that its
finding of a $56 million increase in
operating costs for its two lines strongly
suggests that the RIA’s cost estimate
substantially underestimated the
potential economic burden that the
restriction would impose on the rail
industry.
CP further notes that in addition to
the increased direct operating costs in
the form of train miles and re-crewing
costs, analysis indicated that the
proposed 30 mph speed restriction
would increase running time by five
hours for all trains carrying PIH tank
cars between Portal and Glenwood.
This, CP asserts, would impact not only
PIH shipments, but every other car
22 CSXT references the present high demand for
coal transportation and suggests that ‘‘productivity
of utility companies’ car fleets should be a national
priority.’’
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16:07 Jan 12, 2009
Jkt 217001
moving in a train that was subject to the
30 mph restriction, and given the timesensitive commodities moved on the CP
lines at issue, could cause shippers of
time-sensitive commodities to divert
their shipments from CP’s lines to motor
carriers. Further, noting that installing a
signal system on the Portal-Glenwood
line would require a capital investment
of $36–$71 million, with additional
annual maintenance costs of $400,000–
$800,000, CP asserts that eliminating the
non-signaled lines within its network is
cost prohibitive.
Putting aside the estimated impacts of
the proposed interim 30 mph
restriction, AAR and CP, in particular,
assert that DOT did not adequately
justify the proposed requirement. These
commenters contend that DOT’s
analysis of 19 accidents since 1967
provides an insufficient basis for the
proposed speed restriction because of
the limited number of accidents
considered, all of which involved
chlorine or anhydrous ammonia tank
cars breached due to head and shell
punctures, cracks, or tears. Further,
noting changes in the railroad operating
environment since 1965, CP asserts that
DOT’s analysis ‘‘led it to make findings
based on circumstances that no longer
exist.’’ Noting the various mean and
median speeds at which the 19 cited
accidents occurred, these commenters
also question DOT’s proposed 30 mph
threshold and instead suggest that a
higher speed threshold may be more
appropriate. CP estimates that the costs
of imposing 30, 35, 40 and 45 mph
speed restrictions in dark territory
would result in cost increases relative to
the revenue generated by PIH shipments
of 27%, 16%, 8%, and 2%, respectively.
Again, contending that this cost burden
would impact not only the PIH shipping
and receiving industries, but all rail
customers, CP suggests that DOT
consider alternatives to the proposed 30
mph dark territory speed restriction to
improve the safety of railroad tank car
PIH transportation.
Although DOT remains firmly
convinced that reduced train speed in
dark territory can be part of an interim
strategy to mitigate the effects of train
accidents in some instances, DOT is not
adopting the 30 mph speed limitation in
this final rule. In proposing the
restriction, we envisioned it as a
temporary measure with a foreseeable
life span, for which potential impacts
could reasonably be foreseen. As a
result of DOT’s decision to authorize the
construction of interim cars that will not
meet the performance standards
proposed in the NPRM, and the
expectation that these cars will have a
useful life of at least two decades,
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1781
estimating the potential impact of the 30
mph speed restriction is extremely
difficult. Moreover, the time horizon
within which the speed restrictions
would remain in effect would be
substantially expanded. Traffic
continues to grow on the national rail
system, even on many non-signaled rail
lines. As capacity is constrained, the
cost of any restriction on the speed of
trains will markedly increase. Further,
we are persuaded by the comments filed
by CSXT (discussed above) that the
introduction of speed-restricted cars
could significantly upset its operating
plan because of its inability to anticipate
which trains would need to transport
PIH cars on any given day and because
of the ripple effects of delays.
Finally, DOT believes that the
recently published final rule on routing
of sensitive hazardous materials,
including PIH shipments, provides a
useful framework for better targeting
risk reduction strategies.23 The interim
final rule requires rail carriers to
analyze the safety and security risks of
the routes currently used to transport
certain high-risk hazardous materials,
including PIH materials, and all
available alternative routes. Rail carriers
must use that analysis to select routes
that pose the fewest overall safety and
security risks. In addition, under
authority granted in 49 U.S.C. 20502,
DOT may require implementation of
supportable risk reduction measures,
including the installation of signal and
train control systems. Taken together,
these measures allow DOT and the
railroads to develop ways to target and
address excess risk in dark territory.
In this rule, DOT is adopting the
proposed overall 50 mph speed
restriction for loaded PIH tank cars.
Commenters are correct that we did not
clearly state our intention to subject
residue shipments to the 50 mph speed
restriction in the NPRM; certainly, the
supporting RIA did not account for the
added costs that would result from the
inclusion of residue shipments. While
we continue to believe that residue
shipments of PIH materials pose a safety
risk that is directly related to the
amount of material remaining in the
tank, we note that the reduced product
load may contribute to somewhat less
frequent releases than from fully loaded
cars, stemming in part from the reduced
mass of the car, and that the
consequences of an accident involving a
residue shipment will generally be less
severe than the consequences of an
accident involving a fully loaded car.
For these reasons, we agree with
commenters that the costs associated
23 73
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with imposing the overall speed
restriction on residue shipments would
likely outweigh any safety benefits.
Therefore, in this rule we are not
adopting the overall 50 mph speed
restriction for tank cars containing
residues of PIH materials. We encourage
railroads to apply the overall 50 mph
speed restriction to residue shipments
where such application is feasible and
practicable.
E. PIH Tank Car Top Fittings
Noting ongoing government and
industry research efforts to develop
consensus-based industry standards for
enhanced tank car top fittings
protection, in the NPRM we did not
propose to revise current requirements
for tank car top fittings.24 Specifically,
we stated that adopting new standards
(by rulemaking or otherwise) for top
fittings protection would be
inappropriate because it was not yet
clear what modifications would provide
a substantial improvement in the ability
of top fittings to: (1) Withstand accident
conditions, while providing at least the
same level of protection from nonaccident releases; (2) continue to work
with industry’s existing loading and
unloading infrastructure; and (3)
maintain compatibility with current
emergency response requirements (e.g.,
compatibility with Emergency Kit C,
which is used to contain leaks in and
around the pressure relief device and
valves in the case of chlorine cars). 73
FR 17840. In the NPRM, we also noted
that although incidents involving tank
car top fittings do occur, historical
accident data demonstrate that top
fittings are not a significant factor in the
risk associated with large product
losses. Id.
Several commenters express
disagreement with our conclusions and
suggest that we incorporate improved
top fittings standards in a final rule
addressing enhanced tank car
specifications. For example, BNSF
asserts that ‘‘[t]op fittings protection
needs to be addressed by DOT, either
specifically in the requirements of the
Final Rule or by including or formally
recognizing the industry’s interchange
standards in the Final Rule.’’ BNSF cites
a May 17, 2008 derailment in Lafayette,
Louisiana, resulting in the release of
over 8,000 gallons of hydrochloric acid
when a tank car’s top fittings were
sheared off. The release resulted in the
mandatory evacuation of several
thousand residents. BNSF notes that
although hydrochloric acid is not a PIH
24 See 73 FR 17840. The existing regulatory
requirements for top fittings are found at 49 CFR
179.100–12.
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material, a tank car containing a PIH
material was next to the derailed
hydrochloric acid tank car in the
consist.
Noting DOT’s stated reliance on an
analysis of 14 chlorine tank car releases
between 1965 and 2005, with one
release of 1,000 gallons,25 AAR asserts
that ‘‘DOT can hardly minimize the
significance of a loss of 1,000 gallons
* * * when it has just issued an interim
final rule addressing the routing of TIH
materials where it bases a decision to
regulate on the potential for a release
from tank cars containing 320 gallons or
less.’’ See 74 FR 20752, 20758 (Apr. 16,
2008). AAR further notes that according
to the Railroad Tank Car Safety
Research and Test Project’s analysis of
lading losses, losses from the top fittings
account for 20 percent of 135 releases
from pressure cars in mainline accidents
where five percent or more of the lading
was released; 26 in AAR’s words,
‘‘hardly an insignificant percentage.’’ In
its comments to the docket, AAR urges
us to adopt the top-fittings standard of
CPC–1187.27 AAR notes that the AAR
Tank Car Committee has already
approved two designs meeting both the
CPC–1187 standard and DOT standards,
and that a third design meeting the
CPC–1187 standard is authorized under
a DOT special permit.
Another commenter, TGO
Technologies, Inc., suggests that any
new tank car design must include
secondary containment of the manway.
TGO asserts that measures such as
lowering the profile of the valves,
installing a roll bar, welding the
protective housing to the pressure plate
(as opposed to bolting it), and similar
measures, may provide ‘‘some
protection’’ against releases, but not
equal to what a passive secondary
containment system could provide.
Although DOT understands the value of
secondary containment systems in
certain situations, we do not believe that
reliance on such systems would be
appropriate in attempting to increase
the crashworthiness of railroad tank cars
transporting PIH materials.
Recognizing that since publication of
the NPRM, industry has developed
several improved top fittings designs,28
25 73
FR 17840.
cites the Railroad Tank Car Safety
Research and Test Project, ‘‘Safety Performance of
Tank Cars in Accidents: Probabilities of Lading
Loss,’’ RA–05–02, p. 30 (Jan. 2006).
27 The top fittings standard proposed in the Joint
Petition discussed above is the top fittings standard
of CPC–1187.
28 Although some of these designs are still
undergoing service trials, each have been found to
improve the ability of the fittings to withstand
accident conditions (and not adversely affect the
potential for non-accident releases), work with
26 AAR
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and in response to commenters’
suggestions that we address top fittings,
in this rule DOT is modifying
requirements in the HMR applicable to
PIH tank car top fittings. The specific
modifications adopted are discussed in
more detail in the section by section
analysis of § 179.102–3 below.
F. The Need for an Interim Standard for
Tank Cars Used To Transport PIH
Materials
PIH shippers that submitted
comments on the NPRM note that,
unlike other railroad freight cars,
hazardous materials tank cars are
primarily owned or leased by shippers,
not the railroads. The overwhelming
majority of these commenters
recommend that DOT adopt an interim
tank car standard, with an appropriate
grandfathering period for tank cars
meeting such standard, as a solution to
ensure the availability of PIH tank cars
in the time period before DOT’s
proposed performance standards are
finalized and tank cars can be built to
meet those standards. PIH shippers
explain that obtaining new or leased
PIH tank cars at the present time is very
difficult, if not impossible. Commenters
note that, subsequent to publication of
the NPRM, AAR renewed its previously
suspended interchange standard
(Casualty Prevention Circular 1187 or
CPC–1187) for tank cars transporting
PIH materials.29 Although the tank car
head and shell requirements of CPC–
1187 can be met by using DOT
specification tank cars of higher tank
classes than required by DOT standards,
tank cars built to meet the CPC–1187
standard would not meet the
performance standards proposed in the
NPRM. Commenters express concern
that the tank cars could not be
retrofitted to meet any final DOT
standard because of the weight of the
cars. Coupled with the general
consensus of the tank car industry that
the tank head and shell puncture
resistance performance requirements
proposed in the NPRM are ‘‘technologyforcing,’’ commenters assert that the
tank car market is effectively frozen.
According to these commenters,
shippers and other tank car purchasers
(e.g., tank car lessors) cannot purchase
PIH tank cars with any assurance that
the cars will have a reasonable
economic life. According to these
commenters, this uncertainty
industry’s existing loading and unloading practices,
and maintain compatibility with current emergency
response equipment.
29 CPC–1187 is discussed in detail in the
preamble to the NPRM. 73 FR 17832–17833 and in
AAR’s comments responding to the NPRM. See
document no. 79 in the docket.
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encourages lessors to delay purchases or
to exit the market altogether, in either
case leading to the delayed phase-out of
aging tank cars that would normally be
replaced with newer, safer cars and,
potentially, a shortage of PIH tank cars.
Several commenters suggest specific
interim solutions. Some recommend
that DOT grandfather existing PIH tank
cars under any final rule. Others
recommend that DOT grandfather tank
cars constructed to meet the standards
of CPC–1187, assuring purchasers of
these tank cars that the cars will be
afforded a reasonable economic useful
life. Commenters suggest grandfathering
periods from 15–50 years.
For example, Dow suggests an interim
chlorine tank car utilizing a current
105J600W car with full-height head
shields, 1.1360 inch head thickness and
0.9819 inch shell thickness; or an
enhanced 105J500W car with full-height
head shields, and with head, head
shield and jacket thickness to achieve
an equivalent level of puncture
resistance as the enhanced 105J600W, or
any alternative design that can be
demonstrated to achieve an equivalent
puncture resistance. Similarly, Dow
suggests an interim ethylene oxide car
utilizing a 105J500W car with fullheight head shields, 1.0300 inch head
thickness and 0.8900 inch shell
thickness; or an enhanced 105J300W or
105J400W car with full-height head
shields, and with head, head shield and
jacket thickness to achieve an
equivalent level of puncture resistance
as the enhanced 105J500W, or any
alternative design that can be
demonstrated to achieve an equivalent
puncture resistance. Dow recommends
that any such interim car be authorized
for its intended service for at least 25
years from its original build date.
The Ethylene Oxide/Ethylene Glycols
Panel of the Ethylene Oxide Safety Task
Group of the ACC recommends a retrofit
approach to an interim ethylene oxide
tank car. Specifically, this Task Group
suggests an interim standard for
ethylene oxide tank cars complying
with at least the 105J300W
specification, insulated tanks and
protected with an outer steel jacket at
least 0.375 inches thick and constructed
of steel similar to TC128B. The Task
Group further proposes that a tank car
meeting such interim standard be
authorized for ethylene oxide service for
50 years from its original construction.
In addition to these specific
suggestions for interim tank car
standards, as noted in the ‘‘Background’’
section above, industry participants
filed two petitions requesting that the
Department amend the HMR to
authorize interim standards for tank cars
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transporting PIH materials. The Joint
Petition, filed by ACC, ASLRRA, AAR,
CI and RSI (Petitioner Group) seeks DOT
approval of interim rail tank car
standards that could be met in three
different ways. First, the Joint Petition
contemplates a commodity-specific
scaled step up in the DOT specification
tank car used to transport PIH
commodities. In other words, the Joint
Petition proposes that where the HMR
currently require a 105*300W car (DOT
specification tank car authorized for
transportation of chlorine) or 112*340W
car (DOT specification tank car
authorized for transportation of
anhydrous ammonia), as a stepped
improvement, the proposed interim
standard would require a 105J500W or
112J500W car,30 with a minimum head
and shell thickness of 13⁄16 inches and
a full-height 1⁄2-inch thick or equivalent
head shield. Similarly, the Joint Petition
proposes that where the HMR currently
require a 105*500W or 105*600W tank
car, as a stepped improvement, the
proposed interim standard would
require a 105J600W car, with a
minimum head and shell thickness of
15⁄16 inches and full-height 1⁄2-inch thick
or equivalent head shield.
Second, the Joint Petition
contemplates an alternative
performance standard based on the CPR
metric discussed above. This alternative
performance standard utilizes relative
probabilities that conventional tank cars
and tank cars with thicker tanks will
release hazardous materials in an
accident. In the Joint Petition, this
relative comparison between two
conditional probabilities is referred to as
the ‘‘Tank Improvement Factor’’ (TIF).
The Joint Petition contains a table
showing the TIF for 25 PIH materials
commonly transported by railroad tank
car.
Third, the Joint Petition requests that
DOT allow alternative methodologies to
demonstrate improvement equivalent to
the TIF calculation.
The Joint Petition proposes a specific
design standard for chlorine tank cars,
which Petitioners assert would achieve
the desired CPR improvement. The
initial chlorine tank car design standard
proposed was a 105J500W tank car with
a head, shell, jacket, and head shield,
0.777 inch thick, 0.777 inch thick, 0.375
inch thick, and a 0.625 inches thick,
respectively. In comments submitted on
July 25, 2008, the Petitioner Group
modified the proposed chlorine design
standard to a 105J500W tank car with a
total head and head shield thickness of
1.636 inches and a total shell and jacket
30 A DOT class 112 car differs from a DOT class
105 car in that it is not insulated.
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thickness of 1.102 inches. Both
proposed design standards specified
that the jacket be constructed of steel
with a minimum tensile strength of 70
ksi and minimum elongation in two
inches of 21%.
The Joint Petition also proposes a top
fittings protection standard that would
require top fittings to be designed to
withstand, without loss of lading, a
rollover with a linear velocity of nine
mph. Noting that the HMR currently
mandate that the top fittings protection
system be bolted to the tank, the Joint
Petition suggests that the 9 mph rollover
standard necessitates, instead, that the
top fittings protection system be
attached to the tank by welding. This
top fittings arrangement is consistent
with CPC–1187’s requirement.
Finally, the Joint Petition proposes
that DOT grandfather tank cars built to
meet the proposed standards for 25
years after the effective date of the final
rule in this docket.
In its petition, TFI expresses support
for many aspects of the Joint Petition,
but also contends that the unique
characteristics of its members’ fleets of
anhydrous ammonia tank cars
necessitate special consideration by
DOT. Noting the safety features of the
typical anhydrous ammonia tanks cars
currently in service, DOT112J340W tank
cars, TFI proposes that these cars
remain in production until January 1,
2009 and proposes set useful lives of
these cars of approximately 20–25 years.
As an interim car to be manufactured
starting January 1, 2009 until cars are
available under any DOT final
performance standard, TFI proposes
DOT 112J400 pound cars with thicker
jackets and a guaranteed useful life of 25
years from the date of a final rule in this
docket.
DOT agrees with commenters’
assertions that an interim solution is
necessary. Accordingly, this rule
amends the HMR by specifying
enhanced commodity-specific design
standards for PIH tank cars constructed
after March 16, 2009. The standards
specified are based on existing DOT
specification cars and modified top
fitting designs developed by industry
since publication of the NPRM. This
rule provides for a 20-year expected PIH
service life of tank cars meeting these
interim standards. As noted above, this
rule is an interim solution to the market
issues identified by commenters. DOT
intends to move forward as
expeditiously as possible with the
development and validation of an
enhanced performance standard for PIH
tank cars, and the incorporation of such
enhanced standard into the HMR.
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Although as noted in section A above,
we have not adopted the exact standards
proposed by AAR and the Petitioner
Group, we utilized the Group’s basic
framework of proposed specifications to
develop a more direct and less
cumbersome means of demonstrating
the performance of alternative tank car
designs, which takes into consideration
the physics that tank cars experience
during accidents, derailments, and other
types of rail incidents. This
methodology results in interim
standards generally consistent with that
proposed by both the Petitioner Group
and TFI.31
V. Discussion of Comments on Petitions
for Interim Tank Car Standards
On July 23, 2008, PHMSA published
the petitions submitted by the Petitioner
Group and TFI and requested comments
on their merits (73 FR 42765).
Approximately 20 persons submitted
comments, including industry
associations, PIH shippers and
receivers, a tank car manufacturing and
repair company, the American
Association for Justice, and
representatives of local governments
and emergency response teams.
Although most commenters reiterate
their support for DOT’s development of
a performance standard as proposed in
the NPRM, the overwhelming majority
of commenters express support for the
development of interim PIH tank car
standards with an accompanying
grandfather period. For example, Dow
supports both the Joint Petition and
TFI’s petition and suggests that an
interim final rule for PIH tank cars
should include (1) tank car safety
improvements ‘‘based upon currently
available and proven construction
materials, design concepts and
technologies’’; and (2) a reasonable
economic life for tank cars built during
the interim period. Similarly, Olin’s
Chlor Alkali Products Division suggests
that adoption of the interim standard in
the Joint Petition would lead to
immediate safety improvements and
make it economically viable for tank car
owners to replace existing tank cars at
31 In its petition, TFI further suggests an
accelerated phase-out of pre-1989 tank cars
constructed utilizing non-normalized steel by
December 31, 2010. Although we have not adopted
this proposal, as noted in section IV.B and
discussed in more detail in the section-by-section
analysis of § 173.31, this rule does require rail car
owners that retire or remove rail tank cars from PIH
service to prioritize the retirement or removal of
pre-1989 non-normalized steel cars. In addition, we
note that this rule addresses only PIH tank cars
constructed after March 16, 2009 and cars built to
meet the standards set forth in this rule. This rule
does not limit the PIH service life of existing PIH
tank cars meeting the requirements of the HMR
prior to this rule’s effectiveness.
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16:07 Jan 12, 2009
Jkt 217001
the end of their useful lives with newer,
safer cars, thereby ensuring shippers
would have access to adequate PIH tank
cars to meet service needs. PPG
expresses support for the Joint Petition
and asserts that interim standards are
necessary to provide alternatives for
tank car designs that would ensure the
continued safe shipment of chlorine and
allow for a design that can be retrofitted
in the future to meet any final
performance standard.
One commenter, DuPont, contends
that the Joint Petition’s proposal is ‘‘far
too generic and does not adequately
address the crashworthiness and
commodity-specific requirements for
tank car design.’’ DuPont suggests that
the TIF contemplated in the Joint
Petition is ‘‘not a true indicator’’ of a
tank car’s crashworthiness and that a
‘‘strictly probabilistic approach,’’ such
as the CPR metric proposed in the Joint
Petition is not appropriate. Further,
DuPont suggests that each PIH
commodity must be considered
individually as interim performance
standards are developed.
As discussed in Section IV.A of this
preamble and the Section-by-Section
analysis of § 173.244, we agree that the
purely statistical analysis of CPR is not
the best metric for measuring the
effectiveness of tank car improvements.
We also appreciate DuPont’s concerns
regarding the commodity-specific
requirements for tank car design.
Accordingly, in this rule we have
adopted commodity-specific design
standards for PIH tank cars based on
existing DOT specification cars. We
recognize that as a result of the differing
physicochemical properties of certain
PIH commodities, such as
chlorosulfonic acid and anhydrous
hydrogen fluoride, unique tank car
designs have developed over time and
are currently authorized by special
permit. We do not intend to supplant
those special permits with this rule.
Shippers may continue use of the
existing tank cars under these special
permits. Additionally, the special
permit process provides for the
development and authorization of
alternative tank car designs as
contemplated by the Joint Petition.
Specifically, the special permit process
enables tank car owners and
manufacturers to develop variations in
tank car designs, using materials and
techniques that are not currently
authorized. We anticipate that shippers
and tank car manufacturers will
continue to perform safety equivalency
evaluations and submit special permit
applications to address variations in
tank car designs for particular materials.
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Although we agree with DuPont’s
suggestion that a performance standard
should be the ultimate goal of any effort
to specify tank car improvements, we do
not believe that such a standard is
necessary to achieve the purposes of
this interim rule. Instead, we believe the
commodity-specific design standards
based on existing DOT specification cars
provides a commercially feasible and
effective method of improving the
accident survivability of PIH tank cars
in the near term. As noted earlier in this
document, this rule is the first part of a
longer-term strategy to enhance the
safety of rail shipments of PIH materials.
We plan to continue to develop and
validate performance standards that
further improve the crashworthiness of
PIH tank cars.
As discussed above, the Joint Petition
also proposes a top fittings protection
standard that would require top fittings
to be designed to withstand, without
loss of lading, a rollover with a linear
velocity of nine mph and permit top
fittings protection system to be attached
to the tank by welding. In its comments,
DuPont expresses concern about the
proposed top fittings protection
standard, stating that inspections of
similar designs have shown that
corrosion can develop in welded
protective housings and that such
corrosion could impact the structural
integrity of the housing, reducing its
effectiveness in the event of a rollover.
DuPont notes that it is ‘‘aware of no data
analyzing the impact of the corrosion
risk on the overall integrity of the
housing (and related impact on overall
tank car safety) as compared to the
current bolted housing design.’’ As
noted in the section-by-section analysis
of § 179.102–3 below, we share
DuPont’s concern regarding the welding
of the top fittings protective housing to
the tank, and accordingly, we have not
adopted this aspect of the Joint Petition.
Several anhydrous ammonia shippers
and receivers submitted comments
supporting the TFI petition, including
its proposal to permit cars currently
used to transport anhydrous ammonia to
remain in service for 20–25 years.
Although we appreciate TFI’s desire for
assurance as to a guaranteed PIH service
life of its existing anhydrous ammonia
fleet, such assurance is outside the
scope of this rule. This rule addresses
only PIH tank cars constructed after
March 16, 2009 and cars built to meet
the standards set forth in this rule. This
rule does not limit the PIH service life
of existing PIH tank cars meeting the
requirements of the HMR prior to this
rule’s effective date nor does it provide
a guaranteed PIH service life for the
existing fleet. The issue of
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grandfathering the existing PIH tank car
fleet will be addressed with DOT’s
promulgation of a final performance
standard.
In its petition, TFI proposes an
interim standard for anhydrous
ammonia cars that would incorporate
the current DOT 112J400 pound cars
with thicker jackets to enhance accident
survivability. We agree that a 112J400W
car with a thicker jacket and head will
provide a significant safety
improvement over existing 112J340W
cars. Accordingly, this rule specifies
that newly constructed cars designed for
anhydrous ammonia service must meet
the 105J500I or 112J500I specifications,
and also authorizes a 400 pound car, as
proposed by TFI, with a thicker jacket
and head.
VI. Summary of Rule
This rule prescribes enhanced safety
measures for rail transportation of PIH
materials, including improvements in
the safety features of DOT specification
tank cars. Pending further validation
and implementation of the
crashworthiness performance standard
proposed in the NPRM, this rule
amends the HMR to prescribe enhanced
commodity-specific design standards for
PIH tank cars based on existing DOT
specifications. The amendments require
that shell and/or jacket thickness be
increased for each commodity and that
full head shields be used where not
already required. The increases in
package crashworthiness are generally
scaled in the same manner as previous
DOT specifications, and the general
intent is that the increases in package
robustness be accommodated within a
gross weight on rail limitation of
286,000 pounds. This rule adds new
engineering analysis to support adding
thickness to the head shield and jacket.
Additionally, this rule puts in place
new requirements for enhancement of
top fittings protection systems and
nozzle arrangements. This rule also
implements a proposed 50 mph speed
limit for all loaded, placarded rail tank
cars used to transport PIH materials.
As discussed above, this rule will not
implement the proposed interim 30
mph speed limit in dark territory for
tank cars transporting PIH materials that
do not meet the proposed enhanced
performance requirements. In addition,
in response to comments, this rule does
not implement the proposed expedited
replacement requirement for PIH tank
cars manufactured before 1989 with
non-normalized steel head or shell
construction as proposed. Instead this
rule requires that tank car owners
prioritize retirement or replacement of
pre-1989 non-normalized steel cars
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when retiring or removing cars from PIH
materials service.
As stated above, although DOT
believes that this rule incrementally
improves the crashworthiness
protection of newly manufactured tank
cars designed for the transportation of
PIH materials, DOT intends that the
standards set forth in this rule apply on
an interim basis, until such time as final
performance standards are developed
and tank cars are available meeting such
standards. DOT believes that PIH tank
cars built to the final performance
standards will be significantly safer than
cars built to these interim standards.
Accordingly, DOT does not intend that
the entire PIH tank car fleet be replaced
with cars meeting these interim
requirements.32 To the contrary, beyond
the numbers necessary to meet new
business demands and to replace cars
that are damaged or have reached the
end of their service lives, acquisition of
cars meeting the interim standards will
tend to diminish potential safety
benefits by delaying the introduction of
cars built to the final performance
standards. Instead, DOT expects that
tank car owners will acquire cars
meeting these interim standards to
replace existing PIH tank cars that are
retired, scrapped, damaged, or
otherwise taken out of service in the
normal course of operations and to meet
new business needs, only as necessary
to efficiently and safely manage their
PIH tank car fleets pending the
development and implementation of
final performance standards addressing
the crashworthiness of PIH tank cars.
VII. Section-by-Section Analysis
Part 171
Section 171.7—Reference Material
This section addresses reference
materials that are incorporated by
reference into the HMR. In the NPRM,
we proposed to allow an increase in the
gross weight on rail of tank cars to
286,000 pounds and accordingly, we
proposed to amend § 171.7(a)(3), the
table of material incorporated by
reference, to add the entry for AAR
Standard S–286–2002, Specification for
286,000 lbs. Gross Rail Load Cars for
Free/Unrestricted Interchange Service,
revised as of 2005. Subsequently, FRA
learned that AAR revised Standard S–
286–2002 in 2006 and renamed the
standard ‘‘S–286, Free/Unrestricted
Interchange for 286,000 lb Gross Rail
Load Cars’’. AAR Standard S–286 is the
32 As noted in the Regulatory Impact Analysis
accompanying this rule, DOT estimates that the
fleet of interim PIH tank cars will at most represent
approximately 14% of the total PIH tank car fleet
(roughly 2,044 tank cars).
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1785
existing industry standard for designing,
building, and operating rail cars at gross
weights between 263,000 pounds and
286,000 pounds. As discussed in the
analysis of § 179.13, in this rule we are
adopting the proposal to allow an
increase in the gross weight on rail of
tank cars. Accordingly, we are adopting
the proposal to incorporate the AAR
Standard, only revising the rule text to
incorporate the most recent version of
the Standard. By incorporating the
standard into the HMR, we will ensure
that tank cars exceeding the existing
263,000 pound limitation and weighing
up to 286,000 pounds gross weight on
rail are mechanically and structurally
sound.
Part 172
The Hazardous Materials Table in
§ 172.101 is amended to consolidate and
update the special provisions applicable
to the rail tank car transportation of PIH
materials. The revisions to the table are
for ease of reference only and do not
substantively change the requirements
applicable to the transportation of PIH
materials by railroad tank cars.
Part 173
Section 173.31—Use of Tank Cars
Existing § 173.31 addresses the use of
tank cars to transport hazardous
materials and contains various safety
system and marking requirements. The
NPRM proposed to revise existing
paragraphs (a)(6), (b)(3), (b)(6) and
(e)(2)(ii), as well as add new paragraphs
(b)(7) and (b)(8). This rule implements
revisions to paragraphs (b)(6) and
(e)(2)(ii) and adds new paragraphs
(e)(2)(iii) and (e)(2)(iv). The proposed
revision to paragraph (a)(6) is
unnecessary because this rule
implements a marking under § 179.22
that does not change the existing
delimiters specified in the paragraph.
The proposed revision to paragraph
(b)(3) is unnecessary because this rule
does not modify the existing head
protection requirements specified in the
paragraph. Proposed new paragraphs
(b)(7) and (b)(8) related to the enhanced
tank shell puncture-resistance systems.
This rule does not mandate the
proposed tank head and shell punctureresistance performance standards.
Therefore, the proposed revisions to
these paragraphs are not adopted in this
rule.
Current paragraph (b)(6) requires tank
car owners to implement measures to
ensure the phased-in completion of
modifications previously required by
the Department and to annually report
progress on such phased-in
implementation. We proposed to modify
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paragraph (b)(6) by deleting references
to various compliance dates that have
now passed. This rule adopts the
proposed deletions from paragraph
(b)(6).
Current paragraph (e)(2) requires tank
cars used to transport PIH materials to
have a minimum tank test pressure of
20.7 Bar (300 psig), head protection, and
a metal jacket. In this rule, we are
revising this paragraph to remove the
outdated compliance date in paragraph
(e)(2)(ii), and cross reference the
applicable authorized tank car
specifications and standards listed in
§ 173.244(a)(2) and (3) and § 173.314(c)
and (d).
We are also adding new paragraphs
(e)(2)(iii) and (iv). New paragraph
(e)(2)(iii) authorizes the use of PIH tank
cars meeting the applicable authorized
tank car specifications and standards
listed in § 173.244(a)(2) or (3) or
§ 173.314(c) or (d) for 20 years after the
date of original construction. New
paragraph (e)(2)(iv) requires that if a
tank car owner retires or otherwise
removes a tank car from PIH materials
service, that owner must retire or
remove cars constructed of nonnormalized steel in the head or shell
before removing any car in PIH
materials service constructed of
normalized steel meeting the applicable
DOT specification. Because a car
damaged as a result of an accident no
longer meets DOT specifications, and
the decision to remove this car from
service may actually be that of the
damaging railroad, this requirement
does not apply to the replacement of
such damaged cars (i.e., a car owner is
free to replace a damaged car with a car
constructed to meet this interim
standard regardless of whether the
damaged car was a pre-1989 car of nonnormalized steel construction, or a
newer car constructed of normalized
steel).
Section 173.244—Bulk Packaging for
Certain Pyrophoric Liquids (Division
4.2), Dangerous When Wet (Division
4.3) Materials, and Poisonous Liquids
With Inhalation Hazards (Division 6.1)
This section sets forth bulk packaging
requirements for certain Division 4.2,
4.3, and 6.1 materials. The NPRM did
not propose revisions to this section.
However, in this rule, we are revising
paragraph (a) to authorize new tank car
specifications for tank cars
manufactured after March 16, 2009, for
the listed PIH materials. Generally, the
tank car specifications authorized in
this section are a step up from the
specifications currently mandated by
the HMR for each commodity,
consistent with the proposal in the Joint
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Petition. Recognizing that the HMR do
not require all PIH commodities to be
transported in tank cars equipped with
thermal protection, the specifications
authorized include both class 105 and
112 cars. We are also revising paragraph
(a) to include the language from special
provisions B71, B72, and B74 (which
are removed from the § 172.101
Hazardous Materials Table) as a matter
of convenience for the reader.
Paragraph (a)(3) provides an
alternative authorized tank car to that
listed in column (2) of the table in
paragraph (a), that provides an
equivalent level of safety. This
alternative would allow the use of a car
with a tank constructed to a lower test
pressure within the same DOT class,
provided that the added steel necessary
for the higher pressure is moved from
the tank to the tank car jacket and head.
This provision responds to the
Petitioner Group’s request that DOT
provide an alternative performance
standard to the stepped-up commodity
specific tank car specifications, and also
responds to TFI’s request to authorize
on an interim basis 112J400 cars with
thicker jackets for anhydrous ammonia
service.
The Petitioner Group requested that
DOT authorize cars that meet a
formula 33 demonstrating that
improvements to the head or shell are
at least as good as the design standards
(i.e., the stepped-up commodity-specific
tank car specifications) in terms of CPR.
The petitioners suggest that this
alternative will provide an opportunity
to retrofit these tank cars at some future
point in order to achieve an equivalent
level of safety to any changing
regulatory requirements or technology
improvements.
As noted in section IV.F above, the
Petitioner Group proposes a specific
alternative design standard for chlorine
tank cars: a DOT 105J500W tank car
with a total head and head shield
thickness of 1.636 inches and a total
shell and jacket thickness of 1.102
inches. The jacket material would be
70,000 p.s.i. minimum tensile strength
steel, having a minimum elongation of
21 percent in two inches.
As previously stated, DOT remains
unconvinced that the CPR metric is the
best means of determining tank car
improvements. However, DOT agrees
that the Petitioner Group’s proposal for
an alternative car is a valid concept. We
note, however, that the Petitioner
Group’s proposal (in Exhibit 1 to the
petition pertaining to 25 different PIH
33 The
formula proposed is:
1¥(CPR of tank car/CPR of minimum
specification tank car) ≥ TIF for the commodity.
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materials and the proposed alternative
chlorine tank car design) is based on a
single tank car diameter per commodity.
Mandating minimum thicknesses
without specifying mandatory diameters
would be inconsistent with the current
regulatory structure applicable to
pressure vessels. Additionally, tank car
manufacturers may desire to vary the
tank diameters to offer a variety of
configurations depending on shippers’
needs and their own manufacturing
processes. The HMR provide a formula
that enables a builder to calculate the
tank thickness based upon the chosen
diameter.34 In addition, the calculations
provide an incentive for using steels
with a higher tensile strength. By using
AAR TC–128, Grade B steel with a
tensile strength of 81,000 k.s.i. tensile
strength, the tank shell can be
manufactured at 84.3% of the thickness
mandated for a car of the same diameter
manufactured from steels with lower
tensile strengths (e.g., 70,000 k.s.i. to
80,000 k.s.i.).
The DOT alternative tank car outlined
in paragraph (a)(3) mirrors the approach
used by the Petitioner Group in
developing its alternative, but does not
limit the tank diameter or force the
builder to use a lower tensile steel by
adding forming thicknesses when
determining how much steel to move
from the tank shell and head to the head
shield and jacket. DOT finds that the
effect of steel in the tank and head or
jacket is, at a minimum, commutative
and can be transferred with relative ease
provided that minimum equivalent
thicknesses are maintained. Because of
the variances in commodity, tank
diameter, length, and steel, DOT’s
alternative tank car provides equivalent
safety to the specified car through a
more generally applicable performance
standard. The concept is simple:
§ 179.100–6(a) requires the wall
thickness after forming for tank shell
and heads to be no less than the
minimum thickness listed in the
§ 179.101–1 Table or the calculation
provided. For pressure tank cars greater
than 400 pounds with an inside
diameter above 100 inches, the formula
thickness will always set the minimum.
Therefore, under DOT’s approach, the
difference in the required plate
thickness, based on the calculations of
the specified and alternative cars, is
added to the alternative car in the form
of extra thickness in its tank car jacket
and head shield.
There are, however, several
limitations to the alternative. First, a
reduction in tank test pressure of only
one level is permitted. Second, the tank
34 See
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car head shield and jacket must be made
from tank car carbon steel authorized in
§ 179.100–7. Finally, if the tank shell
and head are constructed from AAR TC–
128, Grade B steel and the jacket and
head shield are made from authorized
steel with a 70,000 p.s.i. tensile
strength, the material being transferred
to the head shield and jacket must
include a 15.7 percent addition to
account for the shift in steel to a lower
tensile strength.
Because the carbon steel plate used in
the Petitioner Group’s specified car has
a tensile strength of 81,000 p.s.i., if steel
plate of a lower tensile strength is used
to add thickness, the equivalent level of
safety standard demands that the
measured difference in thickness be
augmented by a factor to account for
that lower tensile strength. The
difference in tensile strengths between
81,000 ksi steel and the other common
plate, with a tensile strength of 70,000
ksi, is a factor of 1.157 when, for
instance, ASTM A–516, Grade 70 is
used in lieu of AAR TC–128 Grade B
steel. This means that, in addition to the
measured difference between the shells
of the two cars, the thickness of the
added steel of a lower tensile must itself
be increased by the equivalency factor.
For example, the § 179.100–6 formula
for the shell plate thickness of a 600
pound test car that is 106 inches in
diameter requires AAR TC–128, Grade B
plate of .981 inch thickness. A 500
pound car built of this diameter and this
steel requires a shell .818 inches thick,
for a difference of .163 inches. If this
required additional thickness is of
70,000 p.s.i. tensile strength steel, .163
must be multiplied by 1.157, for a total
addition of .189 inches to the existing
11 gage (.1196 inch) jacket structure and
.5 inch head shield.
FRA has determined that this
equivalency factor is valid for all tank
cars over 100 inches in diameter and
over 400 pounds test pressure.
Section 173.249—Bromine
Current § 173.249 sets forth specific
packaging requirements, including
specific tank car requirements, for
bromine, a PIH material. The NPRM
proposed to add a new paragraph (g) to
the section, clarifying that railroad tank
cars transporting bromine must comply
with the enhanced tank-head and shell
puncture-resistance requirements of
proposed §§ 179.16(b) and 179.24.
Because we are not adopting the
proposed tank-head and shell punctureresistance requirements in this rule, we
are instead revising this section to add
a new paragraph (g) clarifying that
railroad tank cars built after March 16,
2009, and used to transport bromine
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must meet the applicable authorized
tank car specification listed in the table
in § 173.244(a)(2) or the alternative
specified in § 173.244(a)(3).
Section 173.314—Compressed Gases in
Tank Cars and Multi-Unit Tank Cars
Current § 173.314 sets forth specific
filling limits and tank car packaging
requirements for various compressed
gases, including chlorine, a PIH
material. Although in the NPRM our
proposed revisions to this section were
limited to paragraph (k), which contains
specific tank car packaging
requirements relevant to chlorine, in
this rule we are revising paragraphs (c),
(d), and (k).
Current paragraph (c) sets forth
specific compressed gas filling limits for
tank cars and commodity-specific
authorized tank car classes for particular
commodities. In this rule, we are
amending the table in paragraph (c) to
authorize specifications for tank cars
manufactured after March 16, 2009 for
the listed PIH materials. We are adding
note 11 to the table to make clear that
for tank cars built prior to March 16,
2009 and used to transport PIH
materials, the current class of
authorized tank cars may continue to be
used, provided the tank cars have been
approved by the AAR Tank Car
Committee for transportation of the
specified material. Similarly, we are
adding note 12 to the table to make clear
that for tank cars built on or after March
16, 2009, only tank cars meeting the
listed authorized tank car specifications
in column 4 of the table (or the
alternative requirements of paragraph
(d)) may be used to transport PIH
materials. Multi-unit tank car tanks and
forged-welded tank car tanks (e.g., DOT
106, DOT 109, and DOT 110) may
continue to be used as authorized.
Similar to the authorized specifications
in § 173.244, the authorized
specifications in this section are a step
up (i.e., a higher test pressure) from the
specifications currently mandated by
the HMR for each commodity,
consistent with the proposal in the Joint
Petition. Again, recognizing that the
HMR do not require all PIH
commodities to be transported in tank
cars equipped with thermal protection,
the specifications authorized include
both class 105 and 112 cars.
Consistent with the revisions in
§ 173.244(a)(3), currently reserved
paragraph (d) is added to provide an
alternative to constructing a car meeting
the authorized tank car specifications
listed in column (3) of the table in
paragraph (c), provided the alternative
car achieves an equivalent level of
safety. The technical basis for this
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1787
alternative is described above in the
discussion of § 173.244(a)(3).
The NPRM proposed to revise
paragraph (k) to make clear that railroad
tank cars transporting chlorine must
comply with the enhanced tank-head
and shell puncture-resistance
requirements of proposed §§ 179.16(b)
and 179.24. Because we are not
adopting the proposed tank-head and
shell puncture-resistance requirements,
we are instead revising paragraph (k) to
clarify that railroad tank cars built after
March 16, 2009 and used to transport
chlorine must meet the applicable
authorized tank car specification in the
table immediately following paragraph
(c). We are also revising this paragraph
to provide that tank cars constructed
after March 16, 2009 used for the
transportation of chlorine may be
equipped with a pressure relief device
required for a DOT 105A300W car, but
that the car may not be restenciled to
the lower test pressure.
In the NPRM, we proposed to replace
the current insulation system of 2inches glass fiber over 2-inches ceramic
fiber with a requirement to meet the
existing thermal protection
requirements of § 179.18, or with a
system that has an overall thermal
conductance of no more than 0.613
kilojoules per hour, per square meter,
per degree Celsius temperature
differential. As noted in the NPRM, this
proposal was intended to allow
flexibility in the use of the interstitial
space between the tank shell and jacket
for crush energy management purposes.
Because we are not adopting the
proposed tank head and shell impact
performance standards which would
necessitate use of the interstitial space,
we have decided not to adopt the
proposed regulatory change at this time.
Section 173.323—Ethylene Oxide
Existing § 173.323 sets forth specific
packaging requirements, including tank
car requirements, for ethylene oxide, a
PIH material. Specifically paragraph
(c)(1) contains requirements for
transporting ethylene oxide in railroad
tank cars. In the NPRM we proposed to
revise paragraph (c)(1) to make clear
that railroad tank cars transporting
ethylene oxide must comply with the
proposed enhanced tank-head and shell
puncture-resistance requirements of
proposed §§ 179.16(b) and 179.24.
Because we are not adopting the
proposed tank-head and shell puncture
resistance requirements, we are instead
revising paragraph (c)(1) to clarify that
railroad tank cars built after March 16,
2009 and used to transport ethylene
oxide must meet the applicable
authorized tank car specification listed
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Notices section of the preamble. Those
comments, as well as our responses, are
discussed in the Regulatory Notices
section below.
in the table in § 173.314(c) or the
requirements of § 173.314(d).
Part 174
Section 174.2—Limitation on Actions
by States, Local Governments, and
Indian Tribes
Section 174.2 is unchanged from that
proposed in the NPRM and simply
informs the public of statutory
provisions which govern the preemptive
effect of the rule. Although we did not
receive any comments responding to
proposed § 174.2, we did receive
comments related to the NPRM’s
discussion of the preemptive effect of
the proposed rule in the Regulatory
Notices section of the preamble. Those
comments, as well as our responses, are
discussed in the Regulatory Notices
section below.
Section 174.86—Maximum Allowable
Operating Speed
Current § 174.86 addresses the
maximum allowable operating speed for
molten metals and molten glass. The
NPRM proposed to add new paragraphs
(b) and (c) limiting the operating speed
of all railroad tank cars transporting PIH
materials to 50 mph, and in nonsignaled territory limiting the operating
speed of railroad tank cars transporting
PIH materials to 30 mph, unless
alternative measures providing an
equivalent level of safety are provided,
or the material is being transported in a
tank car conforming to the proposed
enhanced tank-head and shell impact
puncture resistance requirements.
As discussed in section IV.B above,
this rule adopts the proposed 50 mph
restriction for all trains transporting
loaded, placarded tank cars containing
PIH materials, but does not adopt the
proposed interim 30 mph restriction in
dark territory. Accordingly, in this final
rule, we are revising paragraph (b) to
restrict the operating speed of trains
transporting any loaded, placarded tank
cars containing PIH materials to 50
mph. We are not adopting the proposed
revisions to paragraph (c).
Part 179
Section 179.8—Limitation on Actions
by States, Local Governments, and
Indian Tribes
Section 179.8 is unchanged from that
proposed in the NPRM and simply
informs the public of statutory
provisions which govern the preemptive
effect of the rule. Although we did not
receive any comments responding to
proposed § 179.8, we did receive
comments related to the NPRM’s
discussion of the preemptive effect of
the proposed rule in the Regulatory
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Section 179.13—Tank Car Capacity and
Gross Weight Limitation
Existing § 179.13 sets forth tank car
capacity and gross weight limitations.
Specifically, this section provides that
tank cars may not exceed a capacity of
34,500 gallons or 263,000 pounds gross
weight on rail. In the NPRM,
recognizing that safety improvements
would necessitate an increase in the
weight of a tank car, we proposed to
revise this section to allow an increase
in the gross weight on rail to 286,000
pounds for tank cars constructed to
meet the proposed head and shell
impact puncture-resistance standards.
Although this rule does not adopt the
proposed performance standards, the
safety improvements mandated in this
rule may necessitate the construction of
heavier cars, and as discussed in section
IV.C above, this rule adopts the proposal
to allow an increase in the gross weight
on rail of tank cars constructed to meet
the new interim standards provided the
weight increases are not used to
increase product capacity.
Section 179.16—Tank-Head PunctureResistance Systems
Current § 179.16 contains the tankhead puncture resistance requirements
applicable to tank cars currently
required under the HMR to have tankhead puncture-resistance systems. The
NPRM proposed to amend this section
to specify an enhanced tank-head
puncture-resistance performance
standard for tank cars used to transport
PIH materials. Because we are not
adopting the proposed tank-head
puncture-resistance performance
standard, this rule does not modify the
requirements of this section. As noted
above, however, DOT plans to continue
to develop and validate a performance
standard such as that proposed to
further improve the crashworthiness of
PIH tank cars.
Section 179.22—Marking
Existing § 179.22 contains marking
requirements applicable to railroad tank
cars. Specifically, this section provides
that tank cars must be marked in
accordance with the Tank Car Manual
and assigns meaning to each of the
delimiters used in tank car specification
markings. This rule adds a new
paragraph (e) which requires that tank
cars manufactured after March 16, 2009
to meet the requirements of
§ 173.244(a)(2) or (3) or § 173.314(c) or
(d) be marked with an ‘‘I’’ following the
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test pressure instead of the letter ‘‘W.’’
This marking requirement is intended to
allow ready identification of tank cars
constructed to meet these interim
standards.
Section 179.100–3—Type
Current § 179.100–3 provides general
requirements for the construction of
pressure tank cars designed for
hazardous materials transportation.
Although the NPRM did not propose a
revision to this section, consistent with
the recommendation of some
commenters during the public outreach
process prior to promulgation of the
NPRM,35 this rule revises currently
reserved paragraph (b) to adopt the long
standing industry standard (AAR
interchange requirement) requiring head
shields and shells of newly constructed
pressure tank cars to be constructed of
normalized steel.
Section 179.102–3—Materials
Poisonous by Inhalation
This rule adds a new § 179.102–3
which addresses certain aspects of the
design of PIH material tank cars
constructed to meet the requirements of
§ 173.244(a)(2) and (3) and § 173.314(c)
and (d). First, in response to
commenters recommendations,
paragraph (a) includes a performance
standard for tank car top fittings
protection, based on industry’s
development of several improved top
fitting designs since publication of the
NPRM.
As discussed above, the Petitioner
Group proposed a top fittings protection
standard that would require top fittings
to be designed to withstand, without
loss of lading, a rollover with a linear
velocity of nine miles per hour. Further,
the Petitioner Group proposed that DOT
allow the top fittings protective housing
to be attached to the tank by welding,
as opposed to the HMR’s current
requirement that the top-fittings
protection system be bolted to the tank.
Although we adopted the proposed
nine miles per hour performance
standard, we did not adopt the
allowance for welding of the protective
housing to the tank. Additionally, new
§ 179.102–3 provides an alternative
standard that we believe addresses the
intent of the Petitioner Group’s request,
and recognizes the views expressed by
other commenters with regard to top
fittings. Particularly, in the
Department’s public outreach efforts
prior to publication of the NPRM,
commenters expressed general
agreement that two of the most
important factors for top fitting
35 See
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survivability in an accident are lowering
the profile of the fittings to reduce
vulnerability and strengthening the
protection surrounding the fittings. See
73 FR 17840. Although the manway
nozzle is not a part of a tank car’s top
fittings protection system for regulatory
purposes,36 the nozzle is integral to
protecting top fittings in accident
scenarios. If the nozzle fails, regardless
of the strength of the fittings themselves,
a release will occur. Accordingly,
paragraph (a) requires the top fittings of
tank cars constructed after March 16,
2009 to be enclosed within a protective
housing and cover. The protective
housing system and the tank nozzle
must be capable of sustaining, without
failure, a rollover accident at nine miles
per hour. Paragraph (a) further defines
‘‘failure’’ as occurring when ‘‘the
deformed protective housing contacts
any of the service equipment or when
the tank retention capability is
compromised.’’ Although the Petitioner
Group’s proposed top fittings standard
was based on the ability of top fittings
to withstand a nine mph rollover
‘‘without loss of lading,’’ we note that
the underlying research considered
failure to occur whenever the deformed
protective housing came into contact
with any of the service equipment, or
whenever the tank retention capability
was compromised in any other manner.
Accordingly, we believe the ‘‘failure’’
criteria in § 179.102–3(a)(1) is consistent
with that proposed by the Petitioner
Group.
Recognizing that the top fittings
arrangements of different conventional
DOT specification tank cars have
varying performance levels, in
paragraph (b) DOT has provided an
alternative for the top fitting protection
portion of this requirement. Under the
alternative, tank cars must be equipped
with a nozzle that meets the nine miles
per hour roll-over requirement, but may
have a top fittings protection system
that prevents the release of product from
any top fitting in the case of an accident
where the top fittings would be sheared
off. If this alternative is used, the
required excess flow devices must be
mechanically operated.
DOT notes that currently only one
special permit (DOT SP–14167, issued
to Trinity Industries, Inc. on April 20,
2006) authorizes the welding of the top
fittings protection system to the tank.
Because of the relative lack of service
trial data from the alternate welding
design, in this rule, DOT has chosen to
36 Nozzles are considered part of the tank for
regulatory requirements. See 49 CFR 179.100–12.
Top fittings protection systems include the manway
plate, the protective housing, the cover, and the
enclosed valves or fittings.
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retain the current standard requiring
that the top fittings protection system be
bolted to the manway cover. DOT
reminds tank car builders that, upon
application, DOT will consider requests
for special permits to continue to
evaluate new designs deviating from the
requirements of the HMR. In addition,
DOT will consider incorporating any
special permit for alternate designs into
the regulations as soon as adequate
service data is available.
We note that in developing these
standards for top fittings protection, we
considered various alternatives. We
considered adopting just the Petitioner
Group’s proposed nine miles per hour
rollover standard. Recognizing that the
top fittings arrangements of different
conventional DOT specification tank
cars have varying performance levels,
we considered adopting a standard that
required the doubling of the speed that
the top fittings of current tank cars
authorized for particular PIH materials
could withstand. We also considered
adopting just a standard providing that
if the top fittings were sheared off, no
product would be released. We believe
that the 9 mph rollover standard in
paragraph (a)(1), coupled with the
alternative top fittings standard in (a)(3),
represents a realistic and
complementary approach in reducing
the likelihood of releases through the
valves and fittings by requiring the
strengthening of all aspects of the tank
car that impact the performance of the
top fittings and allowing for innovations
currently underway in the industry that
prevent release if the protective housing
and valves are sheared off. As noted in
the NPRM, however, FRA has an
ongoing research program focused on
improving the performance of tank car
top fittings in the event of roll-over
incidents. We will continue this
research effort and if the research
demonstrates additional improvements
can be made, we will propose such
improvements in a subsequent
rulemaking. DOT specifically requests
comment on the standards set forth in
§ 179.102–3 of this rule.
New paragraph (b) includes a
requirement that the tank jacket applied
to a car meeting the standards specified
in § 173.244(a)(3) or § 173.314(d) must
undergo an engineering analysis as part
of the Certificate of Construction
consideration and grant process. The
analysis must demonstrate that the
jacket will not shift under the forces
generated in a 6 mph coupling. This
requirement is necessary because the
alternative car jacket is certain to be
significantly heavier that the 11 gauge
jacket now used as an industry
standard. That jacket has a proven
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1789
history over many years of not shifting
during normal railroad transportation,
including switch yard impacts of at least
6 miles per hour. In order to keep a
heavier jacket similarly anchored,
additional support is necessary to
achieve the same level of safe
performance. Several builders have
indicated that they are considering, for
instance, doubling the number of jacket
anchor points. In order to allow the
builders maximum flexibility to design
a jacket anchoring system that will
restrain a heavier jacket, DOT has
mandated a performance, rather than a
design, requirement.
Section 179.102–17—Hydrogen
Chloride, Refrigerated Liquid
Existing § 179.102–17 sets forth
specific tank car packaging
requirements for hydrogen chloride,
refrigerated liquid, a PIH material. The
NPRM proposed to add a new paragraph
(m) to the section to make clear that
railroad tank cars transporting hydrogen
chloride must comply with the
proposed enhanced tank-head and shell
puncture-resistance requirements of
§§ 179.16(b) and 179.24. Because we are
not adopting the proposed tank-head
and shell puncture resistance
requirements, we are instead revising
this section to add a new paragraph (m)
clarifying that railroad tank cars built
after March 16, 2009 and used to
transport hydrogen chloride must meet
the applicable authorized tank car
specification listed in the table in
§ 173.314(c) or the alternative specified
in § 173.314(d).
VII. Regulatory Analyses and Notices
A. Statutory/Legal Authority for This
Rulemaking
This rule is published under authority
of the Federal hazmat law. Section
5103(b) of Federal hazmat law
authorizes the Secretary of
Transportation to prescribe regulations
for the safe transportation, including
security, of hazardous materials in
intrastate, interstate, and foreign
commerce. SAFETEA–LU, which added
§ 20155 to the Federal hazmat law,
requires, in part, that FRA (1) validate
a predictive model quantifying the
relevant dynamic forces acting on
railroad tank cars under accident
conditions and (2) initiate a rulemaking
to develop and implement appropriate
design standards for pressurized tank
cars. Additionally, the Federal Railroad
Safety Act, 49 U.S.C. 20101 et seq.,
authorizes the Secretary to issue
regulations governing all areas of
railroad transportation safety.
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B. Executive Order 12866 and DOT
Regulatory Policies and Procedures
This rule has been evaluated in
accordance with existing policies and
procedures, and determined not to be
economically significant under both
Executive Order 12866 and DOT
policies and procedures (44 FR 11034;
Feb. 26, 1979). This rule is a significant
regulatory action under § 3(f) Executive
Order 12866 and, therefore, was
reviewed by the Office of Management
and Budget (OMB). The rule is a
significant rule under the Regulatory
Policies and Procedures order issued by
the DOT (44 FR 11034). We have
prepared and placed in the docket a
regulatory impact analysis (RIA)
addressing the economic impact of this
rule.
The RIA includes qualitative
discussions and quantitative
measurements of costs related to
implementation of this rule. The costs
are primarily for additional labor and
material to incorporate the improved
PIH tank car crashworthiness features.
In addition, there are costs associated
with tank car design modifications,
increased PIH tank car traffic, fuel for
heavier tank cars, and the 50 mph
operating restriction.
The RIA also provides estimates of
potential savings from derailments and
other accidents in which PIH tank car
integrity will be less likely to be
compromised as a result of
implementing this rule. Such benefits
include the saving of lives, the
avoidance of injuries, and the avoidance
of evacuations, environmental cleanup,
track and road closures, and property
and business damages. Additional
societal benefits are also discussed, but
their value is translated into monetary
terms only to the extent practicable with
the information available. The analysis
also includes business benefits
associated with the fact that the
operating restriction will result in fuel
savings.
For the 30-year period analyzed, the
rule is estimated to have quantified
costs totaling $153 million with a PV
(7%) of $83.6 million. The business and
other societal (non-safety) benefits
discussed total $37.64 million. As noted
in the RIA, the likely effectiveness of
this rule can be represented by a
percentage falling between 27 and 69
percent and for costs and benefits to
break even, interim PIH tank cars would
have to achieve a minimum average
effectiveness of 64 percent. Although
the large number of factors impacting
any analysis of the effectiveness of the
designs required by this rule prevents
an exact determination of the
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effectiveness of this rule, because it is
very likely the number of events with
respect to which puncture is possible
will tend to cluster toward the lower
range of energies actually encountered,
achievement of the 64 percent
effectiveness rate is a plausible
outcome. As also noted in the RIA, DOT
is confident from a public policy
standpoint that the petitioners are
advancing sound arguments for DOT
taking the requested action. Further,
industry’s expressed need for Federal
action to address a safety gap via their
petitions demonstrates a certain
willingness to accept the costs
associated with the manufacture and
operation of interim tank cars meeting
the requirements of this rule.
The results of the RIA analysis are
sensitive to various inputs and
assumptions. DOT believes that the
range of benefit levels show that,
despite the uncertainty surrounding the
assumptions related to release
consequences, much needed safety
benefits would be realized through
implementation of this rule. Absent
issuance of this rule, availability of
essential materials would be threatened.
Unfortunately, no engineering
consensus yet exists that would provide
a complete foundation for moving
forward with the performance standard
that DOT proposed in its NPRM.
However, the petitions for interim
standards provide the opportunity to
begin to close the gap within the bounds
of accepted technology. This rulemaking
addresses industry’s current need to
procure PIH tank cars while reducing
the risk presently attending
transportation of PIH materials by
railroad tank car within a time certain.
Providing reassurance to the
communities through which these trains
travel, that feasible action has been
taken to safeguard those potentially
affected, itself provides societal benefits.
The RIA also notes that although
quantitative methodologies such as a
benefit-cost analysis are a useful way of
organizing and comparing the favorable
and unfavorable effects of regulatory
changes such as this rule, a benefit-cost
analysis does not provide the policy
answer, but rather defines and displays
a useful framework for debate and
review. Hence, the RIA is only one tool
which can be utilized when considering
such a policy change.
cars authorized for the transportation of
PIH materials and the handling of rail
shipments of PIH materials in these rail
tank cars. As discussed below, State and
local requirements on the same subject
matters covered by PHMSA’s existing
regulations and the amendments
proposed in this NPRM, including
certain State common law tort actions,
are preempted by 49 U.S.C. 5125 and
20106. At the same time, this NPRM
does not propose any regulation that
would have direct effects on the States,
the relationship between the national
government and the States, or the
distribution of power and
responsibilities among the various
levels of government. Additionally, it
would not impose any direct
compliance costs on State and local
governments. Therefore, the
consultation and funding requirements
of Executive Order 13132 do not apply.
Through FRA and PHMSA, DOT
comprehensively and intentionally
regulates the subject matter of the
transportation of hazardous materials by
rail, thereby setting the Federal standard
of care that railroads must meet, and
this rule is part of this regulatory
scheme. These regulations leave no
room for State, local or Indian tribe
standards established by any means
(e.g., statutory, regulatory, or common
law) dealing with the subject matter
covered by the DOT regulations. States
are free of course to craft standards that
address the extremely rare ‘‘essentially
local safety and security hazard’’ so long
as the standards otherwise (1) meet the
three part test of 49 U.S.C. 20106 and (2)
are not preempted under 49 U.S.C.
5125. Tort suits may be brought when
they are based on a violation of the
Federal standard of care; failure to
comply with a plan created pursuant to
a Federal requirement; or failure to
comply with a State law or regulation
that is permitted under § 20106.
As discussed in the NPRM’s
preamble, the preemption provisions of
both the Federal hazardous materials
transportation law (HMTA), 49 U.S.C.
5125, and the former Federal Railroad
Safety Act of 1970 (FRSA), 49 U.S.C.
20106, govern the preemptive effect of
this rule.37 State and local requirements,
including State common law tort
actions, are preempted by 49 U.S.C.
5125 and 20106, respectively, when
C. Executive Order 13132
This final rule has been analyzed in
accordance with the principles and
criteria contained in Executive Order
13132 (‘‘Federalism’’). This rule amends
PHMSA’s existing regulations on the
design and manufacturing of rail tank
37 See the ‘‘Regulatory Analyses and Notices’’
discussion of Executive Order 13132 (73 FR 17852).
Section 20106 preemption applies to DOT
regulations promulgated pursuant to both the FRSA
and the HMTA. See CSXT v. Williams, 406 F. 3d
667, 671 n.6 (D.C. Cir. 2005); see also CSXT Transp.
v. Easterwood, 507 U.S. 658, 663 n.4 (1993); CSXT
Transp. v. Public Utils. Comm’n of Ohio, 901 F. 2d
497 (6th Cir. 1990).
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such non-Federal requirements cover
the same subject matter as the
requirements in the Hazardous
Materials Regulations (HMR), 49 CFR
parts 171–180, and other DOT
regulations and orders, or are
inconsistent with the HMR. A State may
adopt, or continue in force a law,
regulation, or order covering the same
subject matter as a DOT regulation or
order applicable to railroad safety and
security (including the requirements in
this subpart), only when the additional
or more stringent state law, regulation,
or order is necessary to eliminate or
reduce an essentially local safety or
security hazard; is not incompatible
with a law, regulation, or order of the
United States Government; and does not
unreasonably burden interstate
commerce. (‘‘Local safety and security
hazard exception’’ found in
§ 20106(a)(2).)
The HMTA at § 5125 contains an
express provision preempting State,
local, and Indian tribe requirements on
the following subjects:
(1) The designation, description, and
classification of hazardous material;
(2) The packing, repacking, handling,
labeling, marking, and placarding of
hazardous material;
(3) The preparation, execution, and
use of shipping documents related to
hazardous material and requirements
related to the number, contents, and
placement of those documents;
(4) The written notification,
recording, and reporting of the
unintentional release in transportation
of hazardous material; and
(5) The design, manufacturing,
fabricating, marking, maintenance,
reconditioning, repairing or testing of a
packaging or container represented,
marked, certified, or sold as qualified
for use in transporting hazardous
material.
This rule addresses both subjects 2
and 5 noted above and therefore
preempts any State, local or Indian tribe
requirement that is not substantively the
same as PHMSA’s regulations on these
subject matters, as those regulations are
amended by this rule. The effective date
of preemption under 49 U.S.C. 5125 is
April 13, 2009.
The FRSA also contains a preemptive
provision that pertains to safety
regulations issued by DOT. Section
20103 authorizes the Secretary of
Transportation to prescribe regulations
and issue orders for every area of
railroad safety. Section 20106 provides
that States may not adopt or continue in
effect any law, regulation, or order
related to railroad safety or security that
covers the subject matter of a regulation
prescribed or order issued by the
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Secretary of Transportation (with
respect to railroad safety matters) or the
Secretary of Homeland Security (with
respect to railroad security matters),
except when the State law, regulation,
or order qualifies under the local safety
or security exception to § 20106. The
courts have construed the ‘‘essentially
local safety or security’’ exception very
narrowly, holding that it is designed to
enable States to respond to local
situations which are not statewide in
character and not capable of being
adequately encompassed within
uniform national standards. See, e.g.,
Union Pacific R.R. v. California Pub.
Util. Comm’n, 346 F.3d 851, 860 (9th
Cir. 2003) (CPUC). The intent of § 20106
is to promote national uniformity in
railroad safety and security standards.
49 U.S.C. 20106(a)(1).
The Supreme Court has consistently
found that § 20106 preempts not only
State statutes, but State common law as
well. See Norfolk Southern Ry. v.
Shanklin, 529 U.S. 344 (2000), and
Easterwood (holding that under § 20106
state law claims are preempted
whenever the Secretary of
Transportation has issued regulations
that ‘‘cover’’ the subject matter of the
state law claims, including common law
claims). In Easterwood, the Supreme
Court found that FRA’s regulations that
‘‘substantially subsume’’ the subject
matter of the relevant State law will
cause § 20106 to apply, and it ruled that
the railroad could not be held liable on
the grounds that it negligently permitted
its train to operate too fast under the
circumstances when the train was
operating within the speed limits
imposed by FRA regulations. 507 U.S. at
664. Accordingly, with the exception of
a provision directed at an essentially
local safety or security hazard, § 20106
preempts any State statutory, regulatory,
or common law standard covering the
same subject matter as a DOT regulation
or order.
As noted in the NPRM, in 2007,
Congress clarified the availability of
State law causes of action under § 20106
arising out of activities covered by
Federal requirements (Implementing
Recommendations of the 9/11
Commission Act of 2007, Public Law
No. 110–53 § 1528, 121 Stat. 453). As
amended, § 20106(b) permits certain
State tort actions arising from events or
activities occurring on or after January
18, 2002 (the date of the Minot, North
Dakota hazardous materials train
accident), for the following: (1) A
violation of the Federal Standard of care
established by regulation or order issued
by the Secretary of Transportation (with
respect to railroad safety) or the
Secretary of Homeland Security (with
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respect to railroad security); (2) a party’s
failure to comply with, its own plan,
rule, or standard that it created pursuant
to a regulation or order issued by either
of the two Secretaries; or (3) a party’s
violation of a State standard that is
necessary to eliminate or reduce an
essentially local safety or security
hazard, is not incompatible with a law,
regulations, or order of the United States
Government, and does not unreasonably
burden interstate commerce.
As we noted in the NPRM, this
exception to preemption is limited. By
its terms, the exception applies only to
an action in State court seeking damages
for personal injury, death or property
damage. The statute does not provide
for the recovery of punitive damages in
the permitted common law tort actions.
In addition, the statute permits actions
for violation of an internal control plan,
rule, or standard only to the extent that
it is created pursuant to a Federal
regulation or order issued by DOT or
DHS. These limitations are consistent
with well established judicial precedent
and the legislative history of the 2007
amendment. As noted in the NPRM,
while parties are encouraged to go
beyond the minimum regulatory
standards, elements of their plan that
establish policies, procedures, or
requirements that are not imposed by a
Federal regulation are not ‘‘created
pursuant to’’ a Federal regulation or
order. Accordingly, there is no
authorization of a common law tort
action alleging a violation of those
aspects of such an internal plan, rule, or
standard related to the subject matter of
this regulation that exceed the
minimum required or are otherwise not
specifically required by the Federal
regulation or order. Where the Federal
regulation has established the standard
of care, a railroad or another regulated
entity does not alter that standard of
care by creating a plan based on a higher
standard. Finally, as indicated in the
NPRM, nothing in § 20106 creates a
Federal cause of action on behalf of an
injured party or confers Federal
question jurisdiction for such State law
causes of action. See § 20106(c).
In response to the NPRM’s discussion
of the preemptive effect of § 20106
relevant to the proposed rule, we
received comments from four parties:
AAR, the American Association for
Justice (AAJ), the Brotherhood of
Locomotive Engineers and Trainmen
(BLET), and the United Transportation
Union (UTU). In both the May 29, 2008
meeting and written comments to the
docket, AAR expressed the view that
DOT’s preamble discussion of the
preemptive effect of the proposed rule
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was correct and referred to comments it
had filed in previous FRA proceedings.
Citing the 2007 amendment to
§ 20106, at the May 29, 2008 public
meeting and in written comments, AAJ
expressed the view that neither § 20106
or § 5125 authorizes preemption of state
common law claims. AAJ requested that
we revise the preamble discussion of
preemption to delete any language
regarding the preemption of state
common law claims.
AAJ asserted that Federal railroad
regulations ‘‘have never lawfully
preempted State law claims,’’ the HMR
‘‘do not broadly preempt state tort
actions,’’ and ‘‘State common law
should act in conjunction with Federal
regulations to govern railroad safety
issues.’’ It stated that the 2007
amendment to § 20106 ‘‘sends a loud
and clear message that § 20106 in no
way preempts state common law
claims.’’ In support of this assertion,
AAJ cited several cases addressing
preemption in various contexts,
including an unreported Minnesota
state court decision arising out of the
Minot derailment, that was decided
several months before the amendment,
In re Soo Line R.R. Co. Derailment of
January 18, 2002 in Minot, ND, 2006 WL
1153359. In that decision, the court
found for various reasons that plaintiffs’
claims were not preempted. AAJ cited
In Re Soo Line for the case’s reliance on
the well-settled ‘‘presumption against
preemption’’ noted in Easterwood. See
Easterwood, 507 U.S. at 664 (noting that
‘‘preemption will not lie unless it is the
‘clear and manifest purpose of
Congress.’ ’’ citing Rice v. Santa Fe
Elevator Corp., 331 U.S. 218, 230
(1947)). AAJ’s comments, however, fail
to recognize that, as noted above, the
Court in Easterwood held that federal
regulations preempt state law claims,
including common law claims,
whenever the Secretary of
Transportation has issued regulations
that cover the subject matter of the state
law claim. 507 U.S. at 664–65, 674. See
also CPUC, 346 F.3d at 861. Moreover,
the Court held that ‘‘[l]egal duties
imposed on railroads by the common
law fall within the scope of [the] broad
phrases’’ of the FRSA preemption
provision. Easterwood, 507 U.S. at 664.
The 2007 amendment clarified that state
tort claims are not preempted in certain
circumstances; i.e., when the state claim
is based on the violation of the Federal
standard of care, failure to comply with
a plan created pursuant to a Federal
requirement, or failure to comply with
a State law or regulation the subject
matter of which has not been covered by
a Federal requirement, or if covered, is
permitted under the local safety and
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security hazard exception requirements
of § 20106.
Also citing the 2007 amendment to
§ 20106, BLET and UTU disagreed with
our assertion that common law state tort
actions are permissible for violations of
internal plans, rules, or standards ‘‘only
when’’ such plans, rules, or standards
‘‘are created pursuant to Federal
regulation or order issued by DOT or
DHS to the minimum required by the
Federal regulation or order.’’ BLET and
UTU requested that the preamble
discussion of violations of internal
plans, rules, or standards be revised to
indicate that § 20106 ‘‘permits actions
for violation of an internal plan, rule, or
standard that is created pursuant to a
Federal regulation or order issued by
DOT or DHS.’’
BLET and UTU claimed that the
exception to preemption in
§ 20106(b)(1)(B) is construed too
narrowly in the NPRM because that
discussion applied the exception only to
State causes of action for violations of
those portions of a party’s plan that
were minimally required by Federal
regulation or order. Based upon the
reading of the plain language of the
statute, as well as the legislative history
of the 2007 amendment, DOT
respectfully disagrees with BLET and
UTU comments. The exception to
preemption in § 20106(b)(1)(B) is
necessarily limited to those elements of
a party’s plan that are created pursuant
to a Federal regulation or order. Plans,
or provisions in a plan that are not
required by a Federal regulation are not
‘‘created pursuant to’’ that regulation,
and section 20106(b) does not subject
parties to tort liability for failure to
comply with them. BLE and UTU
asserted that to construe the statute as
DOT did in the NPRM would eliminate
any additional liability based on
compliance with a party’s plan, because
there would only be liability when the
regulation is violated. This is incorrect.
Federal regulations requiring the
creation of a plan are violated if a party
fails to create a plan, or to create a plan
with the required elements and to abide
by the required elements. Parties are
also subject to tort liability for their
failure to comply with any other
requirements contained in the Federal
regulation.
As previously noted, DOT through
FRA and PHMSA has comprehensively
regulated the subject matter of the
transportation of hazardous materials by
rail. FRA has adopted a comprehensive
set of Federal regulations governing the
safety of rail carrier operations
(passenger and freight, including
hazardous materials). Among the
matters covered by FRA regulations are
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train speed, track and roadbed
conditions, signal systems, brake system
standards, hours of service requirement
for railroad employees, operating
practices, and drug and alcohol testing
for railroad employees. See 49 CFR Parts
200–244. FRA’s track safety standards
(49 CFR Part 213) prescribe, among
other things, maintenance and
inspection requirements and maximum
speeds for each class of track, and
restrict the transportation of hazardous
materials only on low speed excepted
track. FRA’s regulations are tailored to
the nation’s operating environment in
order to provide for the safety of rail
operations, including the carriage of
hazardous materials, in the United
States.
PHMSA has similarly adopted
comprehensive Federal regulations
covering all transportation of hazardous
materials, including transportation by
rail, in the HMR. See the discussion in
the preamble to the NPRM, 73 FR at
17819. The HMR address all areas of
hazardous materials transportation,
including operating requirements for
rail, highway, air, and vessel
transportation; comprehensive rail tank
car standards and rail tank car
specifications (including PHMSA
approval of tank car designs); training
requirements for persons who prepare
hazardous materials for shipment or
who transport hazardous materials;
security plan requirements covering the
transportation of hazardous materials
from origin to destination (including the
selection of routes); and the reporting of
hazardous materials incidents. The
operating requirements for railroads
include restrictions on the placement of
hazardous material cars in trains.
Taken together, these regulations are
intended to establish comprehensive
requirements for the safe and secure rail
transportation of hazardous materials.
Accordingly, 49 U.S.C. 5125 and 20106
preempt any State law, regulation, or
order, including State common law,
concerning the hazardous material tank
car packaging (e.g., including, but not
limited to, the design, manufacturing,
maintenance, repair, and inspection of
hazardous materials tank cars), and the
rail transportation of hazardous
materials in tank cars.
This rule on PIH tank car
crashworthiness further refines DOT’s
comprehensive regulation of hazardous
materials tank car safety, leaving no
room for State statutory, regulatory, or
common law standards. Accordingly,
DOT contends that §§ 5125 and 20106
preempt any State law, rule, or
regulation, or common law theory of
liability that might purport to impose
differing or more stringent standards,
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rules, or regulations relevant to the
design, manufacturing, construction,
maintenance, repair, inspection, or
transportation of hazardous materials
tank cars. For example, DOT intends
this rule to preempt any State law, rule
or regulation, or common law theory of
liability that would require a railroad,
tank car owner, lessor or lessee, to
utilize tank cars meeting more stringent
safety requirements than those
contained in the HMR.
As noted above, however, parties are
encouraged to go beyond the minimum
regulatory requirements in establishing
and implementing plans, rules, and
procedures for safe transportation
operations. On subjects covered by
Federal regulatory requirements, such as
the rail transportation of hazardous
materials, such additional requirements
that a party voluntarily imposes upon
itself do not establish an enforceable
standard of care and, even if violated,
cannot support a common law tort claim
under the preemption standards and
exceptions in § 20106. See Shanklin,
529 U.S. at 357 (finding that Federal
regulations detailing what types of grade
crossing warning devices must be
installed under Federal program
establish a ‘‘federal standard for the
adequacy of those devices that displace
state tort law addressing the same
subject’’).
D. Executive Order 13175
We analyzed this rule in accordance
with the principles and criteria
contained in Executive Order 13175
(‘‘Consultation and Coordination with
Indian Tribal Governments’’). Because
this rule does not significantly or
uniquely affect tribes and does not
impose substantial and direct
compliance costs on Indian tribal
governments, the funding and
consultation requirements of Executive
Order 13175 do not apply, and a tribal
summary impact statement is not
required.
E. Regulatory Flexibility Act and
Executive Order 13272
To ensure potential impacts of rules
on small entities are properly
considered, we developed this rule in
accordance with Executive Order 13272
(‘‘Proper Consideration of Small Entities
in Agency Rulemaking’’) and DOT’s
procedures and policies to promote
compliance with the Regulatory
Flexibility Act (5 U.S.C. 601 et seq.).
The Regulatory Flexibility Act
requires an agency to review regulations
to assess their impact on small entities.
An agency must conduct a regulatory
flexibility analysis unless it determines
and certifies that a rule is not expected
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to have a significant impact on a
substantial number of small entities.
As discussed in earlier sections of this
preamble, DOT initiated this rulemaking
in response to accidents involving
catastrophic failures of rail tank cars,
NTSB recommendations and growing
public and industry concern over the
risks of transporting PIH materials by
rail. In 2005 SAFETEA–LU directed the
Secretary of Transportation to ‘‘initiate
a rulemaking to develop and implement
appropriate design standards for
pressurized tank cars.’’ This rule is
responsive to SAFETEA–LU’s mandate,
as well as recommendations of the
NTSB.
In the NPRM, DOT proposed
enhanced tank car performance
standards for head and shell impacts;
operational restrictions for trains
hauling tank cars containing PIH
materials; interim operational
restrictions for trains hauling tank cars
used to transport PIH materials, but not
meeting the enhanced performance
standards; and an allowance to increase
the gross weight on rail of tank cars that
meet the enhanced tank-head and shell
puncture-resistance systems. (See
section I of preamble). The current rule
is a ‘‘natural outgrowth’’ of information
gathered in response to the NPRM. The
rule is less prescriptive and permits
more operational flexibility, while
making it clear that the standards set
forth in this rule serve as interim
standards until such time as final
performance standards are developed
and tank cars are available meeting such
standards. The rule retains the
maximum speed limit of 50 mph for all
railroad tank cars used to transport PIH
materials, but no longer mandates a
maximum speed limit of 30 mph for PIH
tank cars in non-signaled (i.e., dark)
territory. The rule provides for
enhanced safety based on commodity
specific design standards for PIH tank
cars, resulting in a less burdensome
policy alternative that still yields
incremental improvements in safety.
The rule also retains the allowance for
increasing the maximum gross weight
on rail of hazardous materials tank cars
to 286,000 pounds. The rule further
requires that tank car owners prioritize
retirement or replacement of pre-1989
non-normalized steel cars when retiring
or removing cars from PIH materials
service. In addition, in response to
industry comments, DOT is adopting a
performance standard for top fittings.
DOT has considered comments
submitted to the docket and at public
hearings in response to the NPRM. DOT
appreciates the information provided by
many parties and especially notes the
petitions presented by industry trade
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1793
groups representing railroad and
shipper entities. TFI submitted a
petition, and a coalition consisting of
ACC, ASLRRA, AAR, CI, and RSI
separately submitted a petition. The
proposed rule, and consequently the
IRFA, included as part of the NPRM,
have been modified as a result, as
described above. In this rule, DOT has
adjusted the proposals in the NPRM to
reduce the impact on all entities. Given
these changes, DOT is able to certify
that the rule will result in ‘‘no
significant economic impact on a
substantial number of small entities.’’
The reasons for this certification are
explained in the following section of
this preamble.
I. Description of Regulated Entities and
Impacts
The ‘‘universe’’ of the entities under
consideration includes only those small
entities that can reasonably be expected
to be directly affected by the provisions
of this rule. Three types of small entities
are potentially affected by this rule: (1)
PIH material shippers and tank car
owners, (2) small railroads, and (3) a
small tank car manufacturer.
‘‘Small entity’’ is defined in 5 U.S.C.
601 section 601(3) defines a ‘‘small
entity’’ as having the same meaning as
‘‘small business concern’’ under § 3 of
the Small Business Act. This includes
any small business concern that is
independently owned and operated, and
is not dominant in its field of operation.
Section 601(4) likewise includes within
the definition of ‘‘small entities’’ notfor-profit enterprises that are
independently owned and operated, and
are not dominant in their field of
operations. The U.S. Small Business
Administration (SBA) stipulates ‘‘size
standards’’ for small entities. It provides
that the largest a for-profit railroad
business firm may be (and still classify
as a ‘‘small entity’’) is 1,500 employees
for ‘‘Line-Haul Operating’’ railroads,
and 500 employees for ‘‘Short-Line
Operating’’ railroads.38 For PIH material
shippers potentially impacted by this
rule, SBA’s size standard is 750 or 1,000
employees, depending on the industry
the shipper is in as determined by its
North American Industry Classification
System (NAICS) Code. The SBA size
standard for rail tank car manufacturers,
under the category of ‘‘railroad rolling
stock manufacturing’’, NAICS Code
336510, is 1,000 employees.
SBA size standards may be altered by
Federal agencies in consultation with
SBA, and in conjunction with public
38 ‘‘Table of Size Standards,’’ U.S. Small Business
Administration, January 31, 1996, 13 CFR Part 121.
See also NAICS Codes 482111 and 482112.
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comment. Pursuant to the authority
provided to it by SBA, FRA has
published a final policy, which formally
establishes small entities as railroads
that meet the line haulage revenue
requirements of a Class III railroad.39
Currently, the revenue requirements are
$20 million or less in annual operating
revenue, adjusted annually for inflation.
The $20 million limit (adjusted
annually for inflation) is based on the
Surface Transportation Board’s
threshold of a Class III railroad carrier,
which is adjusted by applying the
railroad revenue deflator adjustment.40
The same dollar limit on revenues is
established to determine whether a
railroad shipper or contractor is a small
entity. As proposed in the NPRM, DOT
is using this definition for this
rulemaking.
A. Shippers
Almost all hazardous materials tank
cars, including those cars that transport
PIH materials, are owned or leased by
shippers. DOT believes that a majority,
if not all, of these shippers are large
entities. As noted in the Initial
Regulatory Flexibility Analysis (IRFA)
prepared in support of the NPRM, DOT
used data from the DOT/PHMSA
Hazardous Materials Information
System (HMIS) database to screen for
PIH material shippers that may be small
entities. The HMIS uses the SBA size
standards as the basis for determining if
a company qualifies as a small business.
DOT also gathered data from industry
trade groups such as the ACC and TFI
to help identify the number of small
shippers that might be affected. After
identifying the set of small businesses
that could potentially be impacted, DOT
cross-referenced this group with The
Official Railway Equipment Register
(October, 2007) to determine if any of
these actually own tank cars subject to
this rule.
From the DOT/PHMSA HMIS
database, and industry sources, DOT
found eight small shippers that might be
impacted. By further checking
information available on the companies’
websites, all eight shippers are noted as
being subsidiaries of larger businesses.
Out of these eight, however, only one
owns tank cars that would be affected.
The remaining seven shippers either do
not own tank cars or own tank cars that
would not be affected by this rule. The
one remaining small shipper potentially
impacted has annual revenues that
exceed by 20 times the FRA size
39 See
68 FR 24891 (May 9, 2003).
further information on the calculation of
the specific dollar limit, please see 49 CFR Part
1201.
40 For
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16:07 Jan 12, 2009
Jkt 217001
standard for a small entity. Further,
although this shipper is for-profit, the
parent company is a non-profit. Thus,
DOT is confident that there are very few
or no PIH material shippers that are
small businesses affected by this rule.
Among all PIH shippers in the
industry, the rule will result in
approximately a 14% car replacement
rate over 6 years, or 2,044 cars. The rule
reduces the impact from the NPRM,
which would have affected 100% of the
cars. Regarding the heavier 286,000pound cars, affecting only 14% of the
cars means that older 263,000-pound
cars can be used in the relatively small
number of locations that cannot accept
the 286,000-pound cars. In other words,
by affecting a relatively small portion of
the fleet, the rule allows shippers
sufficient flexibility to manage their
fleets in a manner that mitigates any
impact. See the preamble above for a
detailed discussion of the comments
received regarding 286,000-pound cars.
Given that there is widespread industry
support for heavier cars, and industry
interchange rules would have moved
the industry to adopt 286,000-pound
cars as standard practice in the absence
of the rule, DOT does not expect the
impact of the heavier cars to be
significant. In addition, the rule is
permissive in nature, that is, 286,000pound cars are allowed but not
mandated.
Finally, no small shippers provided
any oral comments during DOT’s six
days of public meetings. Nor did any
small shippers provide any written
comments to the public docket for this
rulemaking.
B. Railroads
DOT estimates that approximately 46
railroads meeting the definition of
‘‘small entity’’ as described above
transport PIH materials via railroad tank
car.41 Because this rule applies to all of
these railroads, we have concluded that
a substantial number of small entities
will be impacted.
However, the overall impact on small
railroads will not be significant. All
railroads that transport PIH materials
via railroad tank car, including the 46
railroads identified as small entities,
would still have to incur the additional
expense to accommodate 286,000pound tank cars to comply with the new
AAR PIH tank car standard (i.e., a
41 Data provided by Railinc, Corp. (a subsidiary of
AAR) indicates that approximately 80 short-line
and regional railroads transport PIH materials via
railroad tank car. Of these 80 railroads, 34 are
regional railroads that meet the Surface
Transportation Board’s definition of a Class II
railroad, and thus, are not considered ‘‘small
entities’’ for the purposes of this IRFA.
PO 00000
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286,000-pound tank car equipped with
additional head protection, thicker
shell, and modified top fittings). (See
the preamble above for a more detailed
discussion of the new AAR PIH tank car
standard.)
Recognizing the growing use of rail
cars with gross weight on rail exceeding
263,000 pounds for non-hazardous
commodities, such as grain, this rule
provides the flexibility to design a tank
car for the transportation of PIH
materials weighing up to 286,000
pounds, in line with AAR’s existing
standard S–286 Accordingly, the actual
impact of the general increase in gross
weight on rail of products in this
commodity group in relation to the
overall transition now being completed
within the industry (which has been
eased by tax incentives and, in some
cases, government-guaranteed loan
arrangements) should not be substantial.
While we recognize that some small
railroads will not be able to
accommodate the additional weight on
some of their bridges and track, we
believe that railroads that handle PIH
cars have, in general, already made or
are making the transition to track
structures and bridges capable of
handling 286,000-pound cars in line
with the general movement in the
industry toward these heavier freight
cars. These railroads include many
switching and terminal railroads that
are partially or totally owned by Class
1 railroads as interline connections.
These connections have previously
mandated upgrading to 286,000-pound
capability.
For example, in 2005, the Texas
Transportation Institute reported that 42
percent of the short-line railroad miles
that were operated in Texas that year
had already been upgraded, nine
percent would not need an upgrade, and
47 percent needed upgrading if they
wanted to transport any type of 286,000pound shipments.42 In addition, the
results of a 1998–1999 survey
conducted by the ASLRRA indicated
that 41 percent of respondent short-line
railroads could handle 286,000-pound
rail cars and 87 percent of the
respondent short-line railroads
indicated that they would need to
accommodate 286,000-pound railcars in
the future.43 More current data from the
42 Jeffrey E. Warner & Manuel Solari Terra,
‘‘Assessment of Texas Short Line Railroads, ‘‘ Texas
Transportation Institute (Nov. 15, 2005).
43 The Ten-Year Needs of Short Line and Regional
Railroads, Standing Committee on Rail
Transportation, American Association of State
Highway and Transportation Officials, Washington,
DC (Dec. 1999). This report was based on a survey
conducted by the ASLRRA in 1998 and 1999 with
data from 1997.
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Federal Register / Vol. 74, No. 8 / Tuesday, January 13, 2009 / Rules and Regulations
ASLRRA suggests that many of the
railroads needing future capability to
handle 286,000-pound rail loads for this
rule have been upgraded within the past
two years.44 In addition, industry
comments to the NPRM support DOT’s
understanding that the railroads are
almost all capable of transporting
286,000-pound cars.
Furthermore, as noted for Shippers
above, the rule is affecting a much
smaller percent of the cars (14%) than
the NPRM would have, allowing the
industry flexibility to route heavier cars
to locations that are equipped to handle
them, and use the lighter cars where
needed. In general, most of the impacts
will not burden the 46 small railroads
potentially affected by this rule.
It should be noted that the ASLRRA
represents a majority of small railroads.
The ASLRRA was a co-signer in the
petition to PHMSA requesting an
interim PIH tank car standard with
implications for car weights up to
286,000 pounds, which is the basis of
this rule.
C. Manufacturers
DOT estimates that there are five tank
car builders in the United States. All but
one are large entities in themselves or
are subsidiaries of larger conglomerates.
For example, Union Tank Car Company
employs about 850 people at just one
plant in Louisiana. As another example,
Trinity Rail Group is a subsidiary of
Trinity Industries, Inc., which has
14,400 employees and about $3.9 billion
in annual revenues (Trinity Rail Group
has about $2.3 billion in annual
revenues.) Although all of the large rail
tank car manufacturers will be affected,
the small manufacturer identified would
likely not be significantly impacted for
the following reasons. First, pressure
tank car manufacturing is a very small
part of this entity’s business. This
company offers repair, maintenance,
manufacturing, and fleet management
services. Fifty percent or less of this
company’s business is manufacturing of
tank cars (an average of 40 tank cars
each year); and five percent or less of
such manufacturing is of pressure tank
cars. In addition, this manufacturer has
not built a pressure tank car in several
years. The company has stated that if it
were to build pressure tank cars under
this rule, it would incur increased
material costs, which would be passed
on to the buyer. Furthermore, it would
likely incur no additional design or
retooling costs because it uses pre-made
head-shields and could simply use
44 John Gallagher, ‘‘Tank Car Tensions,’’ Traffic
World (June 19, 2006).
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16:07 Jan 12, 2009
Jkt 217001
thicker steel for manufacturing pressure
tank cars.
Note that the rule also mitigates the
economic impact by achieving
additional safety by enhancing existing
designs and reducing the percent of cars
that will be affected as noted above.
II. Certification
Pursuant to section 605(b) of the
Regulatory Flexibility Act, 5 U.S.C.
605(b), the Pipeline and Hazardous
Materials Safety Administrator certifies
that this rule will not have a significant
economic impact on a substantial
number of small entities. Although a
substantial number of small railroads
and manufacturers may be affected by
the rule, none of the two groups of
entities will be significantly impacted.
F. Paperwork Reduction Act
This final rule results in an increase
in the information collection and
recordkeeping burden under OMB
Control Number 2137–0559, ‘‘(Rail
Carriers and Tank Car Tanks
Requirements) Requirements for Rail
Tank Car Tanks—Transportation of
Hazardous Materials by Rail.’’
Pursuant to 5 CFR 1320.8(d), PHMSA
is required to provide interested
members of the public and affected
agencies with an opportunity to
comment on information collection and
recordkeeping requests. This final rule
identifies a revised information
collection request PHMSA will submit
to the Office of Management and Budget
(OMB) for approval based on the
requirements in this final rule.
PHMSA developed information
collection burden estimates to reflect
proposals in the NPRM. Based on
comments received from the affected
market sector in response to the NPRM
and two petitions for rulemaking, FRA
and PHMSA are adopting interim
standards for tank cars used to transport
PIH materials and limiting the operating
speeds of all loaded, placarded PIH tank
cars to 50 mph. DOT intends that the
standards set forth in this final rule
serve as interim standards until such
times as final performance standards are
developed and tank cars are available
meeting such standards. Therefore,
PHMSA estimates that the total
information collection and
recordkeeping burdens for OMB Control
Number 2137–0559 due to the
amendments in this final rule would be
as follows:
Total Annual Number of
Respondents: 400.
Total Annual Responses: 16,781.
Total Annual Burden Hours: 3,546.
Total Annual Burden Cost:
$220,436.25.
PO 00000
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1795
Direct your requests for a copy of the
information collection to Deborah
Boothe or T. Glenn Foster, U.S.
Department of Transportation, Pipeline
& Hazardous Materials Safety
Administration (PHMSA), East
Building, Office of Hazardous Materials
Standards (PHH–11), 1200 New Jersey
Avenue, SE., Washington, DC 20590;
telephone (202) 366–8553.
G. Regulation Identifier Number (RIN)
A RIN is assigned to each regulatory
action listed in the Unified Agenda of
Federal Regulations. The Regulatory
Information Service Center publishes
the Unified Agenda in April and
October of each year. The RIN number
contained in the heading of this
document can be used to cross-reference
this action with the Unified Agenda.
H. Unfunded Mandates Reform Act
Pursuant to Section 201 of the
Unfunded Mandates Reform Act of 1995
(Pub. L. 104–4, 2 U.S.C. 1531), each
Federal agency ‘‘shall, unless otherwise
prohibited by law, assess the effects of
Federal regulatory actions on State,
local, and tribal governments, and the
private sector (other than to the extent
that such regulations incorporate
requirements specifically set forth in
law).’’ Section 202 of the Act (2 U.S.C.
1532) further requires that ‘‘before
promulgating any general notice of
proposed rulemaking that is likely to
result in the promulgation of any rule
that includes any Federal mandate that
may result in the expenditure by State,
local, and tribal governments, in the
aggregate, or by the private sector, of
$141,100,000 or more (adjusted
annually for inflation) in any 1 year, and
before promulgating any final rule for
which a general notice of proposed
rulemaking was published, the agency
shall prepare a written statement’’
detailing the effect on State, local, and
tribal governments and the private
sector.
This rule will not result in the
expenditure of more than $141,100,000
(adjusted annually for inflation) by the
public sector in any one year, and thus
preparation of such a statement is not
required.
I. Environmental Assessment
There are no significant
environmental impacts associated with
this final rule. In fact, as discussed in
the preamble to the NPRM, the
enhanced standards of this rule should
have a positive impact on the
environment because such standards
will enhance the accident survivability
of newly constructed tank cars used to
transport PIH materials, thereby
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Federal Register / Vol. 74, No. 8 / Tuesday, January 13, 2009 / Rules and Regulations
minimizing the possibility that PIH
materials would be released from those
cars.
J. Privacy Act
Anyone is able to search the
electronic form of any written
communications and comments
received into any of our dockets by the
name of the individual submitting the
document (or signing the document, if
submitted on behalf of an association,
business, labor union, etc.). You may
review DOT’s complete Privacy Act
Statement in the Federal Register
published on April 11, 2000 (65 FR
19477) or at https://www.dot.gov/
privacy.html.
49 CFR Part 172
The Rule
Exports, Hazardous materials
transportation, Hazardous waste,
Labeling, Packaging and containers,
Reporting and recordkeeping
requirements.
■
On the basis of the foregoing, PHMSA
amends title 49, Chapter I, Subchapter
C, as follows:
PART 171—GENERAL INFORMATION,
REGULATIONS, AND DEFINITIONS
49 CFR Part 173
1. The authority citation for part 171
continues to read as follows:
■
Hazardous materials transportation,
Packaging and containers, Radioactive
materials, Reporting and recordkeeping
requirements, Uranium.
49 CFR Part 174
List of Subjects
Hazardous materials transportation,
Radioactive materials, Rail carriers,
Railroad safety, Reporting and
recordkeeping requirements.
49 CFR Part 171
49 CFR Part 179
Exports, Hazardous materials
transportation, Hazardous waste,
Imports, Incorporation by reference,
Reporting and recordkeeping
requirements.
Hazardous materials transportation,
Railroad safety, Reporting and
recordkeeping requirements.
Authority: 49 U.S.C. 5101–5128, 44701; 49
CFR 1.45 and 1.53.
2. In § 171.7, in paragraph (a)(3), in
the Table of Material Incorporated by
Reference, under the entry ‘‘Association
of American Railroads,’’ revise the
address and add the entry ‘‘AAR
Standard S–286, Free/Unrestricted
Interchange for 286,000 lbs. Gross Rail
Load Cars, Adopted 2002; Revised:
2003, 2005, 2006,’’ to read as follows:
■
§ 171.7
Reference material.
(a) * * *
(3) Table of material incorporated by
reference. * * *
Source and name of material
49 CFR reference
*
*
*
*
*
*
Association of American Railroads, American Railroads Building, 50 F Street, NW., Washington, DC 20001; telephone
(877) 999–8824, https://www.aar.org/publications.com;
*
*
*
*
*
*
*
AAR Standard 286; AAR Manual of Standards and Recommended Practices, Section C, Car Construction Fundamentals
and Details, Standard S–286, Free/Unrestricted Interchange for 286,000 lb Gross Rail Load Cars (Adopted 2002; Revised: 2003, 2005, 2006) .........................................................................................................................................................
*
*
*
*
PART 172—HAZARDOUS MATERIALS
TABLE, SPECIAL PROVISIONS,
HAZARDOUS MATERIALS
COMMUNICATIONS, EMERGENCY
RESPONSE INFORMATION, TRAINING
REQUIREMENTS, AND SECURITY
PLANS
3. The authority citation for part 172
continues to read as follows:
■
Authority: 49 U.S.C. 5101–5128, 44701; 49
CFR 1.53.
4. In § 172.101:
a. In the Hazardous Materials Table, in
Column (7), remove ‘‘B71’’ in the
following entry:
Hydrogen fluoride, anhydrous
■ b. In the Hazardous Materials Table,
in Column (7), remove ‘‘B72’’ in the
following entries:
Acrolein, stabilized
Bromine pentafluoride
Ethyl isocyanate
Ethyleneimine, stabilized
Iron pentacarbonyl
Isobutyl isocyanate
■
■
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*
*
Isopropyl isocyanate
Methoxymethyl isocyanate
Methyl chloroformate
Methyl chloromethyl ether
Methyl isocyanate
Methyl vinyl ketone, stabilized
Methylhydrazine
n-Propyl isocyanate tert-Butyl
isocyanate
Toxic by inhalation liquid, N.O.S. with
an inhalation toxicity lower than or
equal to 200 ml/m3 and saturated
vapor concentration greater than or
equal to 500 LC50
Toxic by inhalation liquid, flammable,
N.O.S. with an inhalation toxicity
lower than or equal to 200 ml/m3 and
saturated vapor concentration greater
than or equal to 500 LC50
Toxic by inhalation liquid, water
reactive, N.O.S. with an inhalation
toxicity lower than or equal to 200 ml/
m3 and saturated vapor concentration
greater than or equal to 500 LC50
Toxic by inhalation liquid, oxidizing,
N.O.S. with an inhalation toxicity
lower than or equal to 200 ml/m3 and
PO 00000
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*
179.13
*
saturated vapor concentration greater
than or equal to 500 LC50
Toxic by inhalation liquid, corrosive,
N.O.S. with an inhalation toxicity
lower than or equal to 200 ml/m3 and
saturated vapor concentration greater
than or equal to 500 LC50
■ c. In § 172.101, in the Hazardous
Materials Table, in Column (7), remove
‘‘B74’’ in the following entries:
Allyl alcohol
Allyl chloroformate
Allylamine
Arsenic trichloride
Boron tribromide
Bromine trifluoride
n-Butyl chloroformate
n-Butyl isocyanate
Chloroacetone, stabilized
Chloroacetonitrile
Chloroacetyl chloride
2-Chloroethanal
Chloropicrin
Chloropivaloyl chloride
Chlorosulfonic acid (with or without
sulfur trioxide)
Crotonaldehyde, stabilized
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Cyclohexyl isocyanate
3, 5-Dichloro-2,4,6-trifluoropyridine
Diketene, stabilized
Dimethyl sulfate
Dimethylhydrazine symmetrical
Dimethylhydrazine unsymmetrical
Ethyl chloroformate
Ethyl chlorothioformate
Ethyldichloroarsine
Ethylene chlorohydrin
Ethylene dibromide
Hexachlorocyclopentadiene
Hydrogen cyanide, solution in alcohol
with not more than 45% hydrogen
cyanide
Isopropyl chloroformate
Methacrylonitrile, stabilized
Methanesulfonyl chloride
Methyl bromide and ethylene dibromide
mixture, liquid
Methyl iodide
Methyl isothiocyanate
Methyl orthosilicate
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Jkt 217001
Methyl phosphonic dichloride
2-Methyl-2-heptanethiol
Nitric acid, red fuming
Perchloromethyl mercaptan
Phenyl isocyanate
Phenyl mercaptan
Phenylcarbylamine chloride
Phosphorus oxychloride
Phosphorus trichloride
n-Propyl chloroformate
Sulfur trioxide, stabilized
Sulfuric acid, fuming with 30 percent or
more free sulfur trioxide
Sulfuryl chloride
Thiophosgene
Titanium tetrachloride
Toxic by inhalation liquid, N.O.S. with
an inhalation toxicity lower than or
equal to 1000 ml/m3 and saturated
vapor concentration greater than or
equal to 10 LC50
Toxic by inhalation liquid, flammable,
N.O.S. with an inhalation toxicity
PO 00000
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1797
lower than or equal to 1000 ml/m3
and saturated vapor concentration
greater than or equal to 10 LC50
Toxic by inhalation liquid, water
reactive, N.O.S. with an inhalation
toxicity lower than or equal to 1000
ml/m3 and saturated vapor
concentration greater than or equal to
10 LC50
Toxic by inhalation liquid, corrosive,
N.O.S. with an inhalation toxicity
lower than or equal to 1000 ml/m3
and saturated vapor concentration
greater than or equal to 10 LC50
Trichloroacetyl chloride
Trimethoxysilane
Trimethylacetyl chloride
d. The Hazardous Materials Table is
amended by revising the following
entries in the appropriate alphabetical
sequence to read as follows:
■
E:\FR\FM\13JAR2.SGM
13JAR2
Hazardous materials descriptions
and proper shipping names
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PO 00000
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Bromine solutions
Bromine ..............
Adhesives, containing a flammable liquid.
Acrolein, stabilized.
Fmt 4701
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E:\FR\FM\13JAR2.SGM
+ ..................
+ ..................
13JAR2
Tetranitromethane
Nitric oxide, compressed.
Nitric oxide and
dinitrogen tetroxide mixturesor Nitric
oxide and nitrogen dioxide
mixtures.
Hydrogen fluoride, anhydrous.
Bromine solutions
+ ..................
+ ..................
(1)
[REVISE]
(2)
Symbols
(3)
UN1744 ....
UN1744 ....
UN1744 ....
UN1133 ....
UN1052 ....
8
8
8
3
UN1092 ....
(4)
Identification
numbers
UN1975 ....
UN1510 ....
*
2.3
2.3
*
5.1
*
UN1660 ....
8
*
*
*
*
*
6.1
Hazard
class or
division
*
*
I ..............
................
*
................
*
I ..............
I ..............
*
I ..............
*
I ..............
*
I ..............
*
I ..............
(5)
PG
*
*
5.1, 6.1 .............
2.3, 5.1, 8 ........
*
2.3, 5.1, 8 ........
*
8.6.1 .................
8, 6.1 ................
*
8, 6.1 ................
*
8, 6.1 ................
*
3 .......................
*
6.1, 3 ................
(6)
Label codes
§ 172.101
*
*
2, B32, T20, TP2,
TP13, TP38,
TP44.
1, B77 ....................
*
1, B77 ....................
*
3, B7, B46, B77,
N86, T10, TP2.
*
1, B9, B85, N34,
N43, T22, TP2,
TP10, TP12,
TP13.
2, B9, B85, N34,
N43, T22, TP2,
TP10, TP12,
TP13.
*
1, B9, B85, N34,
N43, T22, TP2,
TP10, TP12,
TP13.
*
T11, TP1, TP8,
TP27.
*
1, B9, B14, B30,
B42, B77, T22,
TP2, TP7, TP13,
TP38, TP44.
(7)
Special provisions
(§ 172.102)
(8B)
Non-bulk
227 ..........
337 ..........
*
*
None ........ 227 ..........
None ........
*
None ........ 337 ..........
*
None ........ 163 ..........
None ........
*
None ........ 226 ..........
*
None ........ 226 ..........
*
150 .......... 201 ..........
*
None ........ 226 ..........
(8A)
Exceptions
(8C)
Bulk
*
*
None ........
None ........
*
None ........
*
244 ..........
249 ..........
*
249 ..........
*
249 ..........
*
243 ..........
*
244 ..........
Packaging (§ 173 ***)
(8)
HAZARDOUS MATERIALS TABLE
(9)
Forbidden
Forbidden
Forbidden
Forbidden
Forbidden
Forbidden
Forbidden
1 L ...........
Forbidden
(9A)
Passenger
aircraft/rail
*
*
*
*
*
*
*
*
Forbidden
Forbidden
Forbidden
Forbidden
Forbidden
Forbidden
Forbidden
30 L .........
Forbidden
(9B)
Cargo aircraft only
Quantity limitations (See
§§ 173.27 and 175.75)
D ..............
(10A)
Location
D ..............
D ..............
D ..............
D ..............
D ..............
D ..............
D ..............
B.
(10)
40, 66
40, 89, 90
40, 89, 90
40
12, 40, 66, 74,
89, 90
12, 40, 66, 74,
89, 90
12, 40, 66, 74,
89, 90
40
(10B)
Other
Vessel stowage
1798
Federal Register / Vol. 74, No. 8 / Tuesday, January 13, 2009 / Rules and Regulations
Federal Register / Vol. 74, No. 8 / Tuesday, January 13, 2009 / Rules and Regulations
5. In § 172.102, in paragraph (c)(3),
Special Provisions B42, B65 and B76 are
revised and Special Provisions B64,
B71, B72 and B74 are removed. The
revisions read as follows:
■
§ 172.102
*
Special provisions.
*
*
(c) * * *
(3) * * *
*
*
Code/Special Provisions
*
*
*
*
*
B42 Tank cars constructed before
March 16, 2009, must have a test
pressure of 34.47 Bar (500 psig) or
greater and conform to Class 105J. Each
tank car must have a reclosing pressure
relief device having a start-to-discharge
pressure of 10.34 Bar (150 psig). The
tank car specification may be marked to
indicate a test pressure of 13.79 Bar (200
psig).
*
*
*
*
*
B65 Tank cars constructed before
March 16, 2009, must have a test
pressure of 34.47 Bar (500 psig) or
greater and conform to Class 105A. Each
tank car must have a reclosing pressure
relief device having a start-to-discharge
pressure of 15.51 Bar (225 psig). The
tank car specification may be marked to
indicate a test pressure of 20.68 Bar (300
psig).
*
*
*
*
*
B76 Tank cars constructed before
March 16, 2009, must have a test
pressure of 20.68 Bar (300 psig) or
greater and conform to Class 105S, 112J,
114J or 120S. Each tank car must have
a reclosing pressure relief device having
a start-to-discharge pressure of 10.34 Bar
(150 psig). The tank car specification
may be marked to indicate a test
pressure of 13.79 Bar (200 psig).
*
*
*
*
*
PART 173—SHIPPERS—GENERAL
REQUIREMENTS FOR SHIPMENTS
AND PACKAGINGS
6. The authority citation for part 173
continues to read as follows:
■
Authority: 49 U.S.C. 5101–5128, 44701; 49
CFR 1.45, 1.53.
7. Amend § 173.31 as follows:
a. Revise paragraphs (b)(6)
introductory text and (e)(2)(ii); and
■ b. Add new paragraphs (e)(2)(iii) and
(e)(2)(iv).
The revisions and additions read as
follows:
■
■
§ 173.31
Use of Tank Cars.
*
*
*
*
*
(b) * * *
(6) Scheduling of modifications and
progress reporting. The date of
VerDate Nov<24>2008
16:07 Jan 12, 2009
Jkt 217001
1799
conformance for the continued use of
tank cars subject to paragraphs (b)(4),
(b)(5), and (f) of this section and
§ 173.314(j) is subject to the following
conditions and limitations.
*
*
*
*
*
(e) * * *
(2) * * *
(ii) Each tank car constructed on or
after March 16, 2009, and used for the
transportation of PIH materials must
meet the applicable authorized tank car
specifications and standards listed in
§ 173.244(a)(2) or (3) and § 173.314(c) or
(d).
(iii) A tank car meeting the applicable
authorized tank car specifications listed
in § 173.244(a)(2) or (3), or § 173.314(c)
or (d) is authorized for the
transportation of a material poisonous
by inhalation for a period of 20 years
after the date of original construction.
(iv) A tank car owner retiring or
otherwise removing a tank car from
service transporting materials poisonous
by inhalation, other than because of
damage to the car, must retire or remove
cars constructed of non-normalized steel
in the head or shell before removing any
car in service transporting materials
poisonous by inhalation constructed of
normalized steel meeting the applicable
DOT specification.
*
*
*
*
*
■ 7. In § 173.244, revise paragraph (a) to
read as follows:
for transportation of the specified
material. Except as provided in
§ 173.244(a)(3), tank cars built on or
after March 16, 2009 used for the
transportation of the PIH materials
listed below, must meet the applicable
authorized tank car specification listed
in the following table:
§ 173.244 Bulk packaging for certain
pyrophoric liquids (Division 4.2), dangerous
when wet (Division 4.3) materials, and
poisonous liquids with inhalation hazards
(Division 6.1).
Poison inhalation hazard, Zone
A materials not specifically
identified in this table ............
Poison inhalation hazard, Zone
B materials not specifically
identified in this table ............
*
*
*
*
*
(a) Rail cars: (1) Class DOT 105, 109,
112, 114, or 120 fusion-welded tank car
tanks; and Class 106 or 110 multi-unit
tank car tanks. For tank car tanks built
prior to March 16, 2009, the following
conditions apply:
(i) Division 6.1 Hazard Zone A
materials must be transported in tank
cars having a test pressure of 34.47 Bar
(500 psig) or greater and conform to
Classes 105J, 106 or 110.
(ii) Division 6.1 Hazard Zone B
materials must be transported in tank
cars having a test pressure of 20.68 Bar
(300 psig) or greater and conform to
Classes 105S, 106, 110, 112J, 114J or
120S.
(iii) Hydrogen fluoride, anhydrous
must be transported in tank cars having
a test pressure of 20.68 Bar (300 psig) or
greater and conform to Classes 105, 112,
114 or 120.
(2) For materials poisonous by
inhalation, single unit tank cars tanks
built prior to March 16, 2009 and
approved by the Tank Car Committee
PO 00000
Frm 00031
Fmt 4701
Sfmt 4700
Proper shipping name
Acetone cyanohydrin, stabilized
(Note 1) .................................
Acrolein (Note 1) ......................
Allyl Alcohol ..............................
Bromine ....................................
Chloropicrin ...............................
Chlorosulfonic acid ...................
Dimethyl sulfate ........................
Ethyl chloroformate ...................
Hexachlorocyclopentadiene ......
Hydrocyanic acid, aqueous solutionor Hydrogen cyanide,
aqueous solutionwith not
more than 20% hydrogen cyanide (Note 2) .......................
Hydrogen cyanide, stabilized
(Note 2) .................................
Hydrogen fluoride, anhydrous ..
Phosphorus trichloride ..............
Sulfur trioxide, stabilized ..........
Sulfuric acid, fuming .................
Titanium tetrachloride ...............
Authorized
tank car
specification
105J500I
112J500I
105J600I
105J500I
112J500I
105J500I
105J500I
112J500I
105J500I
112J500I
105J500I
112J500I
105J500I
112J500I
105J500I
112J500I
105J500I
112J500I
105J600I
105J500I
112J500I
105J600I
105J500I
112J500I
105J500I
112J500I
105J500I
112J500I
105J500I
112J500I
105J500I
112J500I
Note 1: Each tank car must have a reclosing pressure relief device having a start-todischarge pressure of 10.34 Bar (150 psig).
Restenciling to a lower test pressure is not authorized.
Note 2: Each tank car must have a reclosing pressure relief device having a start-todischarge pressure of 15.51 Bar (225 psig).
Restenciling to a lower test pressure is not
authorized.
(3) As an alternative to the authorized
tank car specification listed in the table
in paragraph (a)(2) of this section, a car
of the same authorized tank car
specification but of the next lower test
pressure, as prescribed in column 5 of
the table at § 179.101–1 of this
subchapter, may be used provided that
E:\FR\FM\13JAR2.SGM
13JAR2
1800
Federal Register / Vol. 74, No. 8 / Tuesday, January 13, 2009 / Rules and Regulations
both of the following conditions are
met:
(i) The difference between the
alternative and the required minimum
plate thicknesses, based on the
calculation prescribed in § 179.100–6 of
this subchapter, must be added to the
alternative tank car jacket and head
shield. When the jacket and head shield
are made from steel with a minimum
tensile strength from 70,000 p.s.i. to
80,000 p.s.i., but the required minimum
plate thickness calculation is based on
steel with a minimum tensile strength of
81,000 p.s.i., the thickness to be added
to the jacket and head shield must be
increased by a factor of 1.157. Forming
allowances for heads are not required to
be considered when calculating
thickness differences.
(ii) The tank car jacket and head
shield are manufactured from carbon
steel plate as prescribed in § 179.100–
7(a) of this subchapter.
*
*
*
*
*
■ 8. Amend § 173.249 as follows:
■ a. Revise the last sentence of
paragraph (a); and
■ b. Add new paragraph (g).
The revisions and additions read as
follows:
specification listed in the table in
§ 173.244(a)(2).
■ 9. In § 173.314:
■ a. Revise paragraph (c) introductory
text and the table.
■ b. Add notes 11 and 12 to the end of
paragraph (c).
■ c. Add a new paragraph (d).
The revisions and additions read as
follows:
§ 173.249
§ 173.314 Compressed gases in tank cars
and multi-unit tank cars.
Bromine.
*
*
*
*
*
(a) * * * Tank cars must conform to
the requirements in paragraphs (a)
through (g) of this section.
*
*
*
*
*
(g) Except as provided in
§ 173.244(a)(3), tank cars built on or
after March 16, 2009 and used for the
transportation of bromine must meet the
applicable authorized tank car
*
*
*
*
*
(c) Authorized gases, filling limits for
tank cars. A compressed gas in a tank
car or a multi-unit tank car must be
offered for transportation in accordance
with § 173.31 and this section. The
gases listed below must be loaded and
offered for transportation in accordance
with the following table:
Proper shipping name
Outage and filling limits
(see note 1)
Authorized tank car class
(see note 11)
Ammonia, anhydrous, or ammonia solutions > 50 percent
ammonia.
Notes 2, 10 ..........................
105, 112, 114, 120 ..............
Note 3 ..................................
Note 3 ..................................
106 .......................................
105, 109, 112, 114, 120.
Note 4 ..................................
Note 3 ..................................
Note 5 ..................................
Notes 6, 13 ..........................
125 .......................................
Note 3 ..................................
Note 3 ..................................
Note 3 ..................................
107.
105, 106.
105.
105 .......................................
106.
106, 110.
106, 110.
105, 106, 110, 112, 114,
120.
105, 106, 112.
105, 106, 112 ......................
105, 106, 110, 112, 114,
120.
105, 106, 109, 110, 112,
114, 120.
See § 173.245. .....................
Authorized tank car
specification
(see note 12)
Ammonia solutions with > 35 percent, but ≤ 50 percent
ammonia by mass.
Argon, compressed .............................................................
Boron trichloride ..................................................................
Carbon dioxide, refrigerated liquid ......................................
Chlorine ...............................................................................
Chlorine trifluoride ...............................................................
Chlorine pentafluoride .........................................................
Dimethyl ether .....................................................................
Dimethylamine, anhydrous ..................................................
Dinitrogen tetroxide, inhibited .............................................
Division 2.1 materials not specifically identified in this
table.
Division 2.2 materials not specifically identified in this
table.
Division 2.3 Zone A materials not specifically identified in
this table.
Division 2.3 Zone B materials not specifically identified in
this table.
Division 2.3 Zone C materials not specifically identified in
this table.
Division 2.3 Zone D materials not specifically identified in
this table.
Ethylamine ...........................................................................
Note 3 ..................................
Note 3 ..................................
Notes 9, 10 ..........................
Helium, compressed ...........................................................
Hydrogen .............................................................................
Hydrogen chloride, refrigerated liquid .................................
Hydrogen Sulphide ..............................................................
Note
Note
Note
Note
Hydrogen sulphide, liquefied ...............................................
Methyl bromide ....................................................................
Methyl chloride ....................................................................
Methyl mercaptan ................................................................
Methylamine, anhydrous .....................................................
Nitrogen, compressed .........................................................
Nitrosyl chloride ...................................................................
68 .........................................
Note 3 ..................................
Note 3 ..................................
Note 3 ..................................
Note 3 ..................................
Note 4 ..................................
124 .......................................
110 .......................................
Note 5 ..................................
Note 4 ..................................
Note 3 ..................................
125 .......................................
Nitrous oxide, refrigerated liquid .........................................
Oxygen, compressed ..........................................................
Phosgene ............................................................................
Sulfur dioxide, liquefied .......................................................
VerDate Nov<24>2008
16:07 Jan 12, 2009
Jkt 217001
PO 00000
Note 3 ..................................
None ....................................
Note 3 ..................................
Note 3 ..................................
Note 3 ..................................
Note 3 ..................................
Frm 00032
4
4
7
3
..................................
..................................
..................................
..................................
Fmt 4701
Sfmt 4700
105, 106, 110, 112, 114,
120.
105, 106, 110, 112, 114,
120.
105, 106, 109, 110, 112,
114, 120.
105, 106, 110, 112, 114,
120.
107.
107.
105 .......................................
105, 106, 110, 112, 114,
120.
106.
105, 106 ...............................
105, 106, 112.
105, 106 ...............................
105, 106, 112.
107.
105 .......................................
106.
105.
107.
106.
105, 106, 110 ......................
E:\FR\FM\13JAR2.SGM
13JAR2
105J500I, 112J500I
105J600I
105J500I
105J600I
105J600I
105J500I
105J500I, 112J500I
105J600I, 112S600I
105J600I
105J500I
105J500I
105J500I
105J500I
Federal Register / Vol. 74, No. 8 / Tuesday, January 13, 2009 / Rules and Regulations
Proper shipping name
Outage and filling limits
(see note 1)
Sulfuryl fluoride ...................................................................
Vinyl fluoride, stabilized ......................................................
120 .......................................
Note 8 ..................................
**11. For materials poisonous by
inhalation, the single unit tank car tanks
authorized are only those cars approved
by the Tank Car Committee for
transportation of the specified material
and built prior to March 16, 2009.
12. Except as provided by paragraph
(d) of this section, for materials
poisonous by inhalation, fusion-welded
tank car tanks built on or after March
16, 2009 used for the transportation of
the PIH materials noted, must meet the
applicable authorized tank car
specification and must be equipped
with a head shield as prescribed in
§ 179.16(c)(1).
(d) Alternative tank car tanks for
materials poisonous by inhalation. (1)
As an alternative to the authorized tank
car specification noted in the column 4
of the table in paragraph (c) of this
section, a car of the same authorized
tank car specification but of the next
lower test pressure, as prescribed in
column 5 of the table at § 179.101–1,
may be used provided both of the
following conditions are met:
(i) The difference between the
alternative and the required minimum
plate thicknesses, based on the
calculation prescribed in § 179.100–6 of
this subchapter, is added to the
alternative tank car jacket and head
shield. When the jacket and head shield
are made from any authorized steel with
a minimum tensile strength from 70,000
p.s.i. to 80,000 p.s.i., but the required
minimum plate thickness calculation is
based on steel with a minimum tensile
strength of 81,000 p.s.i., the thickness to
be added to the jacket and head shield
must be increased by a factor of 1.157.
Forming allowances for heads are not
required to be considered when
calculating thickness differences as
prescribed in this paragraph.
(ii) The tank car jacket and head
shield must be manufactured from
carbon steel plate as prescribed in
§ 179.100–7(a) of this subchapter.
*
*
*
*
*
(k) Special requirements for chlorine.
(1) Tank cars built after September 30,
1991, must have an insulation system
consisting of 5.08 cm (2 inches) glass
fiber over 5.08 cm (2 inches) of ceramic
fiber.
(2) Tank cars must have excess flow
valves on the interior pipes of liquid
discharge valves.
VerDate Nov<24>2008
16:07 Jan 12, 2009
Jkt 217001
Authorized tank car class
(see note 11)
Authorized tank car
specification
(see note 12)
105.
105.
(3) Tank cars constructed to a DOT
105A500W specification and authorized
for chlorine service prior to March 16,
2009 may be marked as a DOT
105A300W specification with the size
and type of reclosing pressure relief
valves required by the marked
specification.
(4) Except as provided in § 173.314(d),
tank cars constructed after March 16,
2009 and used for the transportation of
chlorine must meet the authorized tank
car specification listed in the table in
paragraph (c) of this section. These tank
cars may be equipped with a pressure
relief device of the size and type
authorized in paragraph (k)(3) of this
section. Restenciling to a lower test
pressure is not authorized.
*
*
*
*
*
■ 10. In § 173.323, revise paragraph
(c)(1) to read as follows.
§ 173.323
1801
Ethylene Oxide.
*
*
*
*
*
(c) * * *
(1) Tank cars. Class DOT 105 tank
cars:
(i) Each tank car built before March
16, 2009 must have a tank test pressure
of at least 20.7 Bar (300 psig); and
(ii) Except as provided in
§ 173.314(d), tank cars built on or after
March 16, 2009 used for the
transportation of ethylene oxide must
meet the applicable authorized tank car
specification listed in the table in
§ 173.314(c).
*
*
*
*
*
under either 49 U.S.C. 5125 or 20106, or
both.
(a) Section 171.1(f) of this subchapter
describes the circumstances under
which 49 U.S.C. 5125 preempts a
requirement of a state, political
subdivision of a state, or Indian tribe.
(b) Under the Federal Railroad Safety
Act (49 U.S.C. 20106), administered by
the Federal Railroad Administration
(see 49 CFR parts 200 through 244),
laws, regulations and orders related to
railroad safety, including security, shall
be nationally uniform to the extent
practicable. A state may adopt, or
continue in force, a law, regulation, or
order covering the same subject matter
as a DOT regulation or order applicable
to railroad safety and security
(including the requirements in this
subpart) only when an additional or
more stringent state law, regulation, or
order is necessary to eliminate or reduce
an essentially local safety or security
hazard; is not incompatible with a law,
regulation, or order of the United States
Government; and does not unreasonably
burden interstate commerce.
■ 13. Revise § 174.86 to read as follows:
§ 174.86
speed.
Maximum allowable operating
11. The authority citation for part 174
continues to read as follows:
(a) For molten metals and molten
glass shipped in packagings other than
those prescribed in § 173.247 of this
subchapter, the maximum allowable
operating speed may not exceed 24 km/
hour (15 mph) for shipments by rail.
(b) For trains transporting any loaded,
placarded tank cars containing a
material poisonous by inhalation, the
maximum allowable operating speed
may not exceed 80.5 km/hour (50 mph)
for shipments by rail.
Authority: 49 U.S.C. 5101–5128; 49 CFR
1.53.
PART 179—SPECIFICATIONS FOR
TANK CARS
■
12. Add new § 174.2 to read as
follows:
■
§ 174.2 Limitation on actions by states,
local governments, and Indian tribes.
Authority: 49 U.S.C. 5101–5128; 49 CFR
part 1.53.
Sections 5125 and 20106 of Title 49,
United States Code, limit the authority
of states, political subdivisions of states,
and Indian tribes to impose
requirements on the transportation of
hazardous materials in commerce. A
state, local, or Indian tribe requirement
on the transportation of hazardous
materials by rail may be preempted
■
PART 174—CARRIAGE BY RAIL
■
PO 00000
Frm 00033
Fmt 4701
Sfmt 4700
14. The authority citation for part 179
continues to read as follows:
15. Add new § 179.8 to read as
follows:
§ 179.8 Limitation on actions by states,
local governments, and Indian tribes.
Sections 5125 and 20106 of Title 49,
United States Code, limit the authority
of states, political subdivisions of states,
and Indian tribes to impose
E:\FR\FM\13JAR2.SGM
13JAR2
1802
Federal Register / Vol. 74, No. 8 / Tuesday, January 13, 2009 / Rules and Regulations
requirements on the transportation of
hazardous materials in commerce. A
state, local, or Indian tribe requirement
on the transportation of hazardous
materials by rail may be preempted
under either 49 U.S.C. 5125 or 20106, or
both.
(a) Section 171.1(f) of this subchapter
describes the circumstances under
which 49 U.S.C. 5125 preempts a
requirement of a state, political
subdivision of a state, or Indian tribe.
(b) Under the Federal Railroad Safety
Act (49 U.S.C. 20106), administered by
the Federal Railroad Administration
(see 49 CFR parts 200–244), laws,
regulations and orders related to
railroad safety, including security, shall
be nationally uniform to the extent
practicable. A state may adopt, or
continue in force, a law, regulation, or
order covering the same subject matter
as a DOT regulation or order applicable
to railroad safety and security
(including the requirements in this
subpart) only when an additional or
more stringent state law, regulation, or
order is necessary to eliminate or reduce
an essentially local safety or security
hazard; is not incompatible with a law,
regulation, or order of the United States
Government; and does not unreasonably
burden interstate commerce.
■ 16. Revise § 179.13 to read as follows:
cars exceeding 263,000 pounds and up
to 286,000 pounds gross weight on rail
must meet the requirements of AAR
Standard S–286, Free/Unrestricted
Interchange for 286,000 Lb Gross Rail
Load Cars (IBR; see § 171.7 of this
subchapter), except that any increase in
weight above 263,000 may not be used
to increase commodity quantity.
■ 17. In § 179.22, add paragraph (e) to
read as follows:
§ 179.13 Tank car capacity and gross
weight limitation.
§ 179.102–3
inhalation.
(a) Except as provided in paragraph
(b) of this section, tank cars built after
November 30, 1970, may not exceed
34,500 gallons (130,597 L) capacity or
263,000 pounds gross weight on rail.
Existing tank cars may not be converted
to exceed 34,500 gallons capacity or
263,000 pounds gross weight on rail.
(b) Tank cars meeting the applicable
authorized tank car specifications listed
in § 173.244(a)(2) or (3), or § 173.314(c)
or (d) may not exceed 34,500 gallons
(130,597 L) capacity or 286,000 pounds
(129,727 kg) gross weight on rail. Tank
(a) Each tank car built after March 16,
2009 for the transportation of a material
poisonous by inhalation must, in
addition to the requirements prescribed
in § 179.100–12(c), enclose the service
equipment within a protective housing
and cover.
(1) Tank cars must be equipped with
a top fitting protection system and
nozzle capable of sustaining, without
failure, a rollover accident at a speed of
9 miles per hour, in which the rolling
protective housing strikes a stationary
surface assumed to be flat, level and
VerDate Nov<24>2008
16:07 Jan 12, 2009
Jkt 217001
§ 179.22
Marking.
*
*
*
*
*
(e) Each tank car manufactured after
March 16, 2009 to meet the
requirements of § 173.244(a)(2) or (3) or
§ 173.314(c) or (d) shall be marked with
the letter ‘‘I’’ following the test pressure
instead of the letter ‘‘W’’. (Example:
DOT 105J600I).
■ 18. In § 179.100–3, add paragraph (b)
to read as follows:
§ 179.100–3
Type.
*
*
*
*
*
(b) Head shields and shells of tanks
built under this specification must be
normalized. Tank car heads must be
normalized after forming unless specific
approval is granted for a facility’s
equipment and controls.
■ 19. Add § 179.102–3 to read as
follows:
PO 00000
Frm 00034
Materials poisonous by
Fmt 4701
Sfmt 4700
rigid and the speed is determined as a
linear velocity, measured at the
geometric center of the loaded tank car
as a transverse vector. Failure is deemed
to occur when the deformed protective
housing contacts any of the service
equipment or when the tank retention
capability is compromised.
(2) As an alternative to the tank car
top fitting protection system
requirements in paragraph (a)(1) of this
section, the tank car may be equipped
with a system that prevents the release
of product from any top fitting in the
case of an accident where any top fitting
would be sheared off. The tank nozzle
must meet the performance standard in
paragraph (a)(1) of this section and only
mechanically operated excess flow
devices are authorized.
(b) An application for approval of a
tank car built in accordance with
§ 173.244(a)(3) or § 173.314(d) must
include a demonstration, through
engineering analysis, that the tank jacket
and support structure system, including
any anchors and support devices, is
capable of withstanding a 6 mile per
hour coupling without jacket shift such
that results in damage to the nozzle.
■ 20. In § 179.102–17, add a new
paragraph (m) to read as follows:
§ 179.102–17 Hydrogen chloride,
refrigerated liquid.
*
*
*
*
*
(m) Except as provided in
§ 173.314(d), tank cars built on or after
March 16, 2009 used for the
transportation of hydrogen chloride,
refrigerated liquid, must meet the
applicable authorized tank car
specification listed in § 173.314(c).
Issued in Washington, DC on December 23,
2008, under the authority delegated in 49
CFR Part 106.
Carl T. Johnson,
Administrator.
[FR Doc. E8–31056 Filed 1–12–09; 8:45 am]
BILLING CODE 4910–60–P
E:\FR\FM\13JAR2.SGM
13JAR2
Agencies
[Federal Register Volume 74, Number 8 (Tuesday, January 13, 2009)]
[Rules and Regulations]
[Pages 1770-1802]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: E8-31056]
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Part II
Department of Transportation
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Pipeline and Hazardous Materials Safety Administration
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49 CFR Parts 171, 172, et al.
Hazardous Materials: Improving the Safety of Railroad Tank Car
Transportation of Hazardous Materials; Final Rule
Federal Register / Vol. 74, No. 8 / Tuesday, January 13, 2009 / Rules
and Regulations
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DEPARTMENT OF TRANSPORTATION
Pipeline and Hazardous Materials Safety Administration
49 CFR Parts 171, 172, 173, 174 and 179
[Docket No. FRA-2006-25169]
RIN 2130-AB69
Hazardous Materials: Improving the Safety of Railroad Tank Car
Transportation of Hazardous Materials
AGENCY: Pipeline and Hazardous Materials Safety Administration (PHMSA),
Department of Transportation (DOT).
ACTION: Final rule.
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SUMMARY: The Pipeline and Hazardous Materials Safety Administration
(PHMSA), in coordination with the Federal Railroad Administration
(FRA), is amending the Hazardous Materials Regulations to prescribe
enhanced safety measures for rail transportation of poison inhalation
hazard (PIH) materials, including interim design standards for railroad
tank cars. Pending validation and implementation of the crashworthiness
performance standard proposed in the NPRM issued under this docket on
April 1, 2008, the rule mandates commodity-specific improvements in
safety features and design standards for newly manufactured DOT
specification tank cars. The rule also adopts a 50 mph speed
restriction for loaded rail tank cars transporting PIH materials; an
improved top fittings performance standard; an allowance to increase
the gross weight of tank cars that meet the enhanced standards; and
adoption of the industry standard for normalized steel in certain tank
cars. The interim standards established in this rule will enhance the
accident survivability of PIH tank cars when compared to existing
regulations while providing tank car owners continued flexibility in
car selection. Adoption of this interim standard will ensure the
ongoing availability of tank cars while PHMSA and FRA complete research
and testing on advanced tank car design to validate and implement a
more stringent performance standard.
DATES: Effective Date: March 16, 2009. The incorporation by reference
of the publication listed in the rule is approved by the Director of
the Federal Register as of March 16, 2009.
Incorporation by Reference Date: The incorporation by reference of
the publications adopted in Sec. 171.7 of this final rule has been
approved by the Director of the Federal Register as of March 16, 2009.
FOR FURTHER INFORMATION CONTACT: William Schoonover, (202) 493-6229,
Office of Safety Assurance and Compliance, Federal Railroad
Administration; Lucinda Henriksen, (202) 493-1345, Office of Chief
Counsel, Federal Railroad Administration; or Michael Stevens, (202)
366-8553, Office of Hazardous Materials Standards, Pipeline and
Hazardous Materials Safety Administration.
SUPPLEMENTARY INFORMATION:
Abbreviations and Terms Used in This Document
AAR--Association of American Railroads
ASLRRA--American Short Line and Regional Railroad Association
BNSF--BNSF Railway Company
BLET--Brotherhood of Locomotive Engineers and Trainmen
CPC--Casualty Prevention Circular
CI--Chlorine Institute
CP--Canadian Pacific
CPR--Conditional Probability of Release
CSXT--CSXT Transportation
Department--U.S. Department of Transportation
DOW--Dow Chemical Company
DOT--U.S. Department of Transportation
Federal Hazmat Law--Federal hazardous materials transportation law
(49 U.S.C. 5101 et seq.)
FRA--Federal Railroad Administration
HMR--Hazardous Materials Regulations
NGRTCP--Next Generation Rail Tank Car Project
NPRM--Notice of Proposed Rulemaking
NTSB--National Transportation Safety Board
OMB--Office of Management and Budget
PHMSA--Pipeline and Hazardous Materials Safety Administration
PIH--Poison Inhalation Hazard
R&D--Research and Development
RSAC--Railroad Safety Advisory Committee
RSI--Railway Supply Institute
SAFETEA-LU--Safe, Accountable, Flexible, Efficient, Transportation
Equity Act: A Legacy for Users, Public Law 109-59
SBA--Small Business Administration
Tank Car Manual--Association of American Railroads Tank Car
Committee Tank Car Manual
TCC--Association of American Railroads Tank Car Committee
TFI--The Fertilizer Institute
TIH--Toxic Inhalation Hazard
TSA--Department of Homeland Security, Transportation Security
Administration
Trinity--Trinity Industries, Inc.
UTU--United Transportation Union
Union Tank--Union Tank Car Company
UP--Union Pacific Railroad Company
Volpe--Volpe National Transportation Systems Center
Table of Contents for Supplementary Information
I. Background
II. Statutory Authority, Congressional Mandate, and NTSB
Recommendations
III. The Proposed Rule
IV. Discussion of Comments on the Proposed Rule
V. Discussion of Comments on Petitions for Interim Tank Car
Standards
VI. Summary of Rule
VII. Section-by-Section Analysis
VIII. Regulatory Analyses and Notices
A. Statutory/Legal Authority for This Rulemaking
B. Executive Order 12866 and DOT Regulatory Policies and
Procedures
C. Executive Order 13132
D. Executive Order 13175
E. Regulatory Flexibility Act and Executive Order 13272
F. Paperwork Reduction Act
G. Regulation Identifier Number (RIN)
H. Unfunded Mandates Reform Act
I. Environmental Assessment
J. Privacy Act
I. Background
On April 1, 2008, PHMSA published a notice of proposed rulemaking
(NPRM) proposing revisions to the Hazardous Materials Regulations (HMR;
49 CFR Parts 171-180) to improve the crashworthiness protection of
railroad tank cars designed to transport materials that are poisonous,
or toxic, by inhalation (referred to as PIH or TIH materials). 73 FR
17818. The NPRM proposed enhanced tank car performance standards for
head and shell impacts; operational restrictions for trains hauling
tank cars containing PIH materials; interim operational restrictions
for trains hauling tank cars used to transport PIH materials, but not
meeting the enhanced performance standards; and an allowance to
increase the gross weight on rail of tank cars that meet the enhanced
tank-head and shell puncture-resistance systems.
The NPRM provided detailed background information on the need to
enhance the crashworthiness protection of railroad tank cars,
government and industry efforts to improve the safety of hazardous
materials transportation via railroad tank car, and the Department's
research efforts focused on tank car safety. As we explained in the
NPRM, although rail transportation of hazardous materials is a safe
method for moving large quantities of hazardous materials over long
distances, rail tank cars used to contain these materials have not been
designed to withstand the force of high-speed derailments and
collisions. In the last several years, rail tank cars have been
breached in numerous accidents, resulting in large releases of
hazardous materials. Of particular concern, three of these accidents
involved PIH materials: (1) The January 18, 2002, derailment of a
Canadian Pacific (CP) train in Minot, North Dakota which resulted in a
catastrophic release of anhydrous ammonia; (2) the June 28, 2004
collision
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between trains operated by Union Pacific Railroad Company (UP)
Burlington Northern and Santa Fe Railway Company (now known as BNSF
Railway Company) in Macdona, Texas, involving a breach of a loaded tank
car containing chlorine; and (3) the January 6, 2005 collision between
two Norfolk Southern Railway Company (NS) trains in Graniteville, South
Carolina, also involving the catastrophic rupture of a loaded chlorine
tank car. As noted in the NPRM, although none of these accidents was
caused by the hazardous materials tank cars, the failure of the tank
cars involved led to fatalities, injuries, evacuations, and property
and environmental damage.
In response to these accidents, related NTSB recommendations, and
the Congressional mandate for tank car safety improvements in the Safe,
Accountable, Flexible, Efficient Transportation Equity Act: A Legacy
for Users, Public Law 109-59 (SAFETEA-LU), PHMSA and FRA initiated a
comprehensive review of design and operational factors that affect rail
tank car safety. As noted in the NPRM, DOT's on-going and multi-faceted
strategy to enhance the safety of rail tank cars and transportation of
hazardous materials by rail tank cars utilizes a risk-based, system-
wide approach that addresses: (1) Tank car design and manufacturing;
(2) railroad operational issues such as human factors, track conditions
and maintenance, wayside hazardous detectors, signals and train control
systems; and (3) improved planning and training for emergency response.
Subsequent to publication of the NPRM, DOT hosted a two-day
technical symposium on tank car crashworthiness and held a series of
public meetings to solicit feedback on the NPRM. Although participants
at both the technical symposium and public meetings generally agreed
with DOT's goal of improving the accident survivability of tank cars,
commenters expressed practical concerns regarding DOT's specific
proposals.
Also subsequent to publication of the NPRM, the Association of
American Railroads (AAR) renewed the effectiveness of its previously
suspended interchange standard for tank cars transporting PIH materials
(Casualty Prevention Circular 1187 or CPC-1187). AAR's CPC-1187
implements interchange standards for the shell, head, and top fittings
of PIH tank cars. Specifically, AAR's CPC-1187 interchange standard
contains tank car head and shell design standards and an alternate
performance standard based on the metric AAR terms ``conditional
probability of release.'' The head and shell requirements of CPC-1187
can be met by using DOT specification tank cars of higher tank classes
than required by DOT standards; however, tank cars built to meet the
CPC-1187 standard would not meet the standards DOT proposed in the
NPRM. CPC-1187 also requires tank cars used to transport PIH materials
be equipped with top fittings protection systems designed to withstand,
without loss of lading, a rollover with a linear velocity of 9 mph and
that the top fittings protection system to be attached to the tank by
welding.
In addition, in response to the NPRM, the overwhelming majority of
industry commenters have expressed the view that the standards proposed
in the NPRM are ``technology-forcing'' and that the tank car industry
currently lacks the technological and engineering ability to
manufacture tank cars meeting the proposed standards. According to
commenters, the net effect of these ``competing'' standards in CPC-1187
and the NPRM has been that shippers and tank car purchasers (e.g., tank
car lessors) cannot currently purchase PIH tank cars with any assurance
that the cars will have a reasonable economic life.\1\ Accordingly,
commenters indicate that shippers and tank car owners are being forced
to forego the phasing out of aging tank cars that they would normally
retire and replace with new cars, potentially resulting in a shortage
of cars needed for the transportation of PIH materials in the short
term. While commenters generally express support for the development of
a performance standard related to tank car puncture resistance, they
recommend that DOT provide an interim solution to ensure the
availability of PIH tank cars in the time period before DOT's proposed
performance standards are finalized and tank cars can be built to meet
those standards.
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\1\ The NPRM proposed the complete phase-out within eight years
of all PIH tank cars not meeting the proposed performance standards.
As noted above, cars built to meet the requirements of CPC-1187
would not meet the standards proposed in the NPRM and because of
weight restrictions, it is possible that cars built to meet CPC-1187
might not be retrofitable to meet any portion of the final
performance standard promulgated in this rulemaking.
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In this connection, in a petition dated July 3, 2008 (Joint
Petition), the American Chemistry Council (ACC), American Short Line
and Regional Railroad Association (ASLRRA), the Association of American
Railroads (AAR), Chlorine Institute (CI), and Railway Supply Institute
requested that the Department authorize interim standards for tank cars
transporting PIH materials. In a separate petition filed on July 7,
2008, The Fertilizer Institute (TFI) made a similar request.\2\ Each of
these petitions is discussed in more detail below.
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\2\ PHMSA assigned petition numbers P-1525 and P-1524 to the
Joint Petition and TFI petition, respectively. On July 23, 2008,
PHMSA published a notice soliciting public comment on the petitions
under docket number PHMSA-2008-0182. 73 FR 42765.
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Based on comments received in response to the NPRM and the two
petitions for rulemaking, in this rule FRA and PHMSA are adopting
interim standards for tank cars used to transport PIH materials. This
rule is an interim response based on current engineering judgments
within the affected market sector. DOT intends to continue working with
the industry to complete research and testing on advanced tank car
design. Accordingly, we anticipate additional regulatory proceedings as
the results of continuing government and private sector research and
development are validated and the resulting technology is successfully
implemented by industry. DOT intends that the standards set forth in
this rule shall apply in the meantime, pending the development and
commercialization of more stringent performance standards.
II. Statutory Authority, Congressional Mandate, and NTSB
Recommendations
Federal hazmat law authorizes the Secretary of DOT (Secretary) to
``prescribe regulations for the safe transportation, including
security, of hazardous material in intrastate, interstate, and foreign
commerce.'' The Secretary has delegated this authority to PHMSA. 49 CFR
1.53(b). The HMR, promulgated by PHMSA under the authority provided in
Federal hazmat law, are designed to achieve three goals: (1) To ensure
that hazardous materials are packaged and handled safely and securely
during transportation; (2) to provide effective communication to
transportation workers and emergency responders of the hazards of the
materials being transported; and (3) to minimize the consequences of an
incident should one occur. The hazardous material regulatory system is
a risk management system that is prevention-oriented and focused on
identifying a safety or security hazard and reducing the probability
and quantity of a hazardous material release.
Under the HMR, hazardous materials are categorized by analysis and
experience into hazard classes and packing groups based upon the risks
that they present during transportation. The HMR specify appropriate
packaging and handling requirements for hazardous materials, and
require a
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shipper to communicate the material's hazards through the use of
shipping papers, package marking and labeling, and vehicle placarding.
The HMR also require shippers to provide emergency response information
applicable to the specific hazard or hazards of the material being
transported. Finally, the HMR mandate training requirements for persons
who prepare hazardous materials for shipment or who transport hazardous
materials in commerce. The HMR also include operational requirements
applicable to each mode of transportation.
The Secretary also has authority over all areas of railroad
transportation safety (Federal railroad safety laws, 49 U.S.C. 20101 et
seq.), and has delegated this authority to FRA. 49 CFR 1.49. Pursuant
to its statutory authority, FRA promulgates and enforces a
comprehensive regulatory program (49 CFR parts 200-244) to address
railroad track; signal systems; railroad communications; rolling stock;
rear-end marking devices; safety glazing; railroad accident/incident
reporting; locational requirements for the dispatch of U.S. rail
operations; safety integration plans governing railroad consolidations;
merger and acquisitions of control; operating practices; passenger
train emergency preparedness; alcohol and drug testing; locomotive
engineer certification; and workplace safety. FRA inspects railroads
and shippers for compliance with both FRA and PHMSA regulations. FRA
also conducts research and development to enhance railroad safety. In
addition, both PHMSA and FRA are working with the emergency response
community to enhance its ability to respond quickly and effectively to
rail transportation accidents involving hazardous materials.
As noted above, on August 10, 2005, Congress passed SAFETEA-LU,
which added section 20155 to the Federal hazmat law. 49 U.S.C. 20155.
In part, section 20155 required FRA to (1) validate a predictive model
quantifying the relevant dynamic forces acting on railroad tank cars
under accident conditions, and (2) initiate a rulemaking to develop and
implement appropriate design standards for pressurized tank cars.
In response to the accident in Minot, North Dakota, on January 18,
2002, in which a train derailment resulted in the catastrophic release
of anhydrous ammonia leading to one death and 11 serious injuries, the
NTSB made four safety recommendations to FRA specific to the structural
integrity of hazardous material tank cars. The NTSB recommended that
FRA analyze the impact resistance of steels in the shells of pressure
tank cars constructed before 1989 and establish a program to rank those
cars according to their risk of catastrophic failure and implement
measures to eliminate or mitigate this risk. The NTSB also recommended
that FRA validate the predictive model being developed to quantify the
maximum dynamic forces acting on railroad tank cars under accident
conditions and develop and implement tank car design-specific fracture
toughness standards for tank cars used for the transportation of
materials designated as Class 2 hazardous materials under the HMR. In
response to the accident in Graniteville, South Carolina, on January 6,
2005, in which a train collision resulted in the breach of a tank car
containing chlorine and nine people died from inhalation of chlorine
vapors, the NTSB recommended, in part, that FRA ``require railroads to
implement operating measures such as * * * reducing speeds through
populated areas to minimize impact forces from accidents and reduce the
vulnerability of tank cars transporting'' certain highly-hazardous
materials. Each of these NTSB recommendations is discussed in the
NPRM.\3\
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\3\ See 73 FR 17818, 17826-28. The NPRM indicated that NTSB
classified FRA's responses to Safety Recommendations R-05-15 and R-
05-16 stemming from the Graniteville accident as ``Open-Response
Received.'' Subsequently, in a letter dated June 7, 2007, however,
NTSB classified these recommendations as ``Closed-Unacceptable
Action'' and ``Open-Unacceptable Response.'' A copy of NTSB's June
7, 2007, letter is available in the docket.
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The Department considers this rule responsive to section 20155's
mandate, as well as to the NTSB recommendations. As discussed in more
detail in section IV below, however, we recognize that this rule does
not directly implement each of the relevant NTSB recommendations.
Instead, the interim standards we are adopting in this rule are only
the first part of a longer-term strategy to enhance the safety of rail
shipments of PIH materials. Improving the safety and security of
hazardous materials transportation via railroad tank car is an on-going
process. We plan to continue to develop and validate a performance
standard to further improve the crashworthiness of PIH tank cars, with
a view towards incorporating the improved performance standard into the
HMR. Going forward, FRA's hazardous materials research and development
program will continue to focus on reducing the rate and severity of
hazardous materials releases by optimizing the manufacture, operation,
inspection, and maintenance procedures for the hazardous materials tank
car fleet. In addition, we plan to continue our holistic approach to
rail safety, as discussed in detail in the NPRM, including railroad
operating and maintenance practices; railroad routing practices;
shipper commodity handling practices; and emergency response
procedures.
III. The Proposed Rule
Generally, the NPRM proposed a two-pronged approach to enhancing
the accident survivability of tank cars. First, the NPRM proposed to
limit the operating conditions of tank cars transporting PIH materials.
Second, the NPRM proposed enhanced tank-head and shell puncture
resistance standards.
The NPRM described FRA's research demonstrating that the speed at
which a train is traveling has the greatest effect on the closing
velocity between cars involved in a derailment or accident situation
and that the secondary car-to-car impact speed in such situations is
approximately one-half the initial train speed (the speed of the train
at the time of the collision or derailment). Based on this research,
the Department recognized that limiting the operating speed of tank
cars transporting PIH materials is one potential method to impose a
control on the forces experienced by railroad tank cars. Accordingly,
we proposed two operational speed restrictions:
(1) A maximum speed limit of 50 mph for all trains transporting
railroad tank cars containing PIH materials; and
(2) A maximum speed limit of 30 mph in non-signaled (i.e., dark)
territory for all trains transporting railroad tank cars containing PIH
materials, unless the material is transported in a tank car meeting the
enhanced tank-head and shell puncture-resistance systems performance
standards of this proposal.
As an alternative to the maximum speed limit of 30 mph in dark
territory, we proposed submission for FRA approval of a complete risk
assessment and risk mitigation strategy establishing that operating
conditions over the subject track provide at least an equivalent level
of safety as that provided by signaled track.
In conjunction with these speed restrictions, we also proposed
improved tank-head and shell puncture-resistance standards. The
enhanced standards proposed to require tank cars that transport PIH
materials in the United States to be designed and manufactured with a
shell puncture-resistance system capable of withstanding impact at 25
mph and with a tank-head puncture resistance system capable of
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withstanding impact at 30 mph. To ensure timely replacement of the PIH
tank car fleet, we proposed an eight-year implementation schedule,
contemplating design, development, and manufacturing ramp-up in the
first two years, replacement of 50% of the fleet within the next three
years, and replacement of the remaining 50% of the fleet in the
following three years. As part of this implementation plan, we proposed
the expedited replacement of tank cars used for the transportation of
PIH materials manufactured before 1989 with non-normalized steel head
or shell construction.\4\ Recognizing that improvements in tank car
performance have historically relied in large part on thicker and/or
stronger steel, which brings with it a corresponding addition to the
empty weight of the tank car, we also proposed an allowance to increase
the gross weight on rail for tank cars designed to meet the proposed
enhanced tank-head and shell puncture-resistance systems performance
standards (up to 286,000 pounds).
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\4\ Non-normalized steel is steel that has not been subjected to
a specific heat treatment procedure that improves the steel's
ability to resist fracture.
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IV. Discussion of Comments on the Proposed Rule
Subsequent to publication of the NPRM, DOT hosted a technical
symposium on tank car crashworthiness and conducted four public
meetings to solicit comment on the proposed rule. The intent of the
technology symposium was to provide a forum for FRA and PHMSA to share
with the tank car industry the agencies' collective knowledge and
experience in the testing and design of rail tank cars significantly
more crashworthy than conventional tank cars, as well as to provide
parties involved in the manufacturing, repairing, and testing of tank
cars an opportunity to openly discuss issues related to the
manufacturing of such tank cars.
We received approximately 50 written comments in response to the
NPRM, including comments from members of the railroad and PIH shipping
industry, trade organizations, local governments, tank car
manufacturing and repair companies, members of Congress, as well as
members of the general public. Several of these commenters also
provided verbal comments at the public meetings held during the
subsequent comment period. The following discussion provides an
overview of the written and verbal comments DOT received in response to
the NPRM and how DOT has chosen to address those comments in this rule.
As previously noted, two petitions were filed requesting DOT to
establish interim tank car standards; comments on these petitions are
set forth in Section V. More detailed discussions of specific comments
on the NPRM and the petitions for interim standards, as well as DOT's
responses, can be found in the relevant Section-by-Section analysis
portion of the preamble.
Generally, commenters recognize the need to improve the
crashworthiness of PIH tank cars and express support for DOT's efforts
in the NPRM. For example, the NTSB supports the stated goals of the
NPRM and states that many aspects of the proposal, when implemented,
will significantly improve the safety of the transportation of PIH
materials in railroad tank cars. The AAR applauds DOT's issuance of the
NPRM as a ``truly innovative approach'' to tank car design and CI
indicates that the organization ``fully supports the major step
forward'' DOT took in issuing the proposed rule. Although commenters
also generally support the development of a performance standard
focused on tank car puncture resistance such as that proposed \5\
commenters also raise important practical concerns regarding DOT's
specific proposals. The majority of commenters' concerns are focused on
(1) the technical basis for and feasibility of achieving, in the short
term, the proposed tank-head and shell puncture resistance performance
standards; (2) the proposed eight-year implementation period, including
the proposed accelerated replacement of cars constructed with non-
normalized steel; (3) the proposed allowance to increase the gross
weight on rail of PIH tank cars; (4) the proposed speed restrictions,
particularly the interim 30 mph speed restriction in dark territory for
tank cars not meeting the proposed enhanced performance standards, but
used to transport PIH materials; (5) the lack of proposed enhancements
to PIH tank car top fittings; (6) the need for an interim standard for
tank cars used to transport PIH materials; and (7) the costs associated
with implementing the proposed rule.
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\5\ Trinity Industries, Inc. (Trinity), a tank car builder,
comments that issuance of the proposed puncture resistance
performance standard is inconsistent with SAFETEA-LU's mandate to
develop ``appropriate design standards'' for pressurized rail tank
cars. Although we respectfully disagree with Trinity's comment, we
note that the issue would not appear to be relevant to this rule in
that we are adopting tank car design standards.
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A. Proposed Performance Standards
The majority of commenters express the view that although the 25
and 30 mph shell and head-impact puncture resistance standards are
laudable goals, such proposed standards are ``technology forcing'' and
achieving such impact resistance utilizing existing technology and
currently accepted tank car engineering practices is not possible in
the short term. For example, Dow, a driving force behind the Next
Generation Rail Tank Car Project (NGRTCP),\6\ suggests that although
the 25 mph shell-impact puncture resistance system standard (which
represents a six-fold performance improvement over existing chlorine
tank cars) may be obtainable based upon the design concepts and
technologies developed by the NGRTCP, the proposed 30 mph head impact
standard (which represents a ten to twelve-fold improvement over
existing chlorine cars) is outside the range of solutions contemplated
by the Project. Noting that no existing tank car designs under review
as part of the NGRTCP would meet the proposed head and shell-impact
standards, tank car builders estimate that it will take up to ten years
until a design proven to meet the proposed performance standards (both
25 mph shell-impact and 30 mph head-impact puncture resistance
standards) could be ready for full-scale implementation. Other
commenters indicate that it may take approximately three years until a
design proven to meet the proposed 25 mph puncture resistance standard
will be ready for full-scale implementation. These commenters' concerns
regarding the time required until the tank car industry can meet the
proposed performance standards are discussed in more detail below with
other comments related to the proposed implementation period.
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\6\ The NGRTCP is discussed in detail in the preamble to the
NPRM. See 73 FR 17833-34.
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Some commenters, noting the synergy between the proposed 50 mph
speed limit for PIH tank cars and the 25 mph shell impact puncture
resistance performance standard, question the efficacy of the proposed
30 mph head-impact standard. As explained in the NPRM and by FRA staff
at the May 28, 2008, public meeting, the 30 mph head impact standard
was intended to protect against impacts when a tank car is involved in
the primary collision (i.e., impacts other than the secondary car-to-
car impacts upon which the proposed 50 mph speed limit was based). FRA
believes that in such instances, it is desirable to have additional
head-impact protection strategies available to help reduce the risk of
loss of lading and that the available space in front of the tank-head
will accommodate sufficient energy absorbing material
[[Page 1774]]
between the head shield or jacket and the inner commodity tank. See 73
FR 17849.
NTSB acknowledges that establishing tank car puncture resistance at
25 mph would be an improvement that would enhance tank car safety. NTSB
suggests, however, that such standard does not represent a standard for
ensuring safety in 50-mph collisions because the general premise upon
which the standard is based (i.e., the finding by the Volpe National
Transportation Systems Center (Volpe) that the secondary car-to-car
impact speed is one-half that of the initial train speed) is not
applicable to all derailment conditions. Specifically, noting the two-
dimensional, linear model utilized in Volpe's research, NTSB recommends
the development and validation of more technically rigorous models that
include consideration of the many three-dimensional, highly nonlinear
dynamic responses that occur in derailment situations. Noting that its
Safety Recommendation R-04-06 contemplates the consideration of
different types of critical-loading conditions observed in derailments,
NTSB suggests that although improving the puncture-resistance of tank
cars is an important safety enhancement, by itself, it does not fully
respond to Safety Recommendation R-04-06. Accordingly, NTSB suggests
that additional modeling and validation is necessary to understand the
full range of dynamic responses that occur in derailments. We
appreciate NTSB's comments in this regard and as we pursue continued
research and development on advanced car design, we will continue to
further refine our quantification of the dynamic forces acting on
railroad tank cars in accident conditions.
CI notes that the proposed 30 mph head-impact standard represents
an ``exponential increase in severity over the existing head protection
requirement'' and questions whether the proposed standard goes beyond
what is necessary to protect the integrity of the tank in real world
accident scenarios. Noting its own efforts to address tank car puncture
resistance, CI explains that its research demonstrates that a
significant improvement (2x) in puncture resistance is possible if tank
cars are constructed of steels with higher fracture toughness than AAR
TC 128B steel (the steel typically used in tank car construction).
Consistent with its Safety Recommendation R-04-07, NTSB similarly
recommends that a standard for the fracture toughness of tank car
construction materials be included in any final DOT tank car standard.
NTSB suggests that the inherent material variability identified through
FRA's research is common to the class of steel utilized and has been
used in other applications to define fracture-based criteria. Although
DOT believes that material properties play an important role in the
performance of a tank car subjected to fatigue type loading, FRA's
research has clearly demonstrated that for the impact conditions
typical of accidents that result in a release, a holistic approach is
required to prevent a breach of the commodity tank. As noted in the
NPRM, however, DOT will continue to examine the dynamic fracture
toughness of steels used in the construction of pressure tank cars in
hazardous materials service and we will incorporate any workable tank
car design-specific fracture toughness standards into the final
performance standards.
Other commenters note that the Volpe concept work (described in
detail at the technology symposium) \7\ does not establish the
feasibility of the proposed performance standards. Several commenters
express the view that because the Volpe concept car differs
significantly from traditional rail car designs and manufacturing
methods, questions regarding the sill design, movement of the tank
during yard impacts, how the car will be constructed, and other
technical details need to be fully evaluated before the car can be
manufactured and put into service. Commenters note that the proposed
performance standards are based on impacts of 25 (shell) and 30 mph
(head) from a 286,000 pound mass concentrated through a 6'' x 6''
impactor. Citing a recent head impact test by the NGRTCP, one tank car
builder, American Railcar Industries (ARI), concludes that even meeting
the 25 mph shell-impact puncture resistance standard requires a larger
impactor, or less impacting weight. Another manufacturer suggests that
it may be possible to achieve the 25 mph standard with the 6'' x 6''
impactor due to the deformations that are likely to occur, but the 30
mph standard probably would not be achievable.
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\7\ Copies of technical presentations from the symposium, as
well as a summary of the symposium is available in the docket.
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Noting that current research has focused on development of a
chlorine car (the Volpe ``concept car'') to meet the proposed
performance standards, commenters express the view that other PIH
materials (e.g., anhydrous ammonia, ethylene oxide, methyl mercaptan,
anhydrous hydrogen fluoride) have significantly different physical and
chemical properties that must be accommodated in tank car designs. For
example, product density affects how much product can be loaded into a
car. Arkema, a shipper of methyl mercaptan, a raw material used in the
production of animal feeds for the poultry and swine industry, notes
that chlorine weighs approximately 12 pounds per gallon, while methyl
mercaptan weighs only about 7.8 pounds per gallon. Because chlorine is
a rather dense material as compared to other PIH materials, the typical
chlorine car has smaller tank dimensions than tank cars designed to
transport other PIH materials. As Dow notes, these smaller tank
dimensions have allowed the NGRTCP to design a chlorine car with
greater thickness and greater standoff distances (i.e., the distance
between the tank and the tank's outer protection) than may be possible
for tank cars designed to carry other PIH commodities.
Commenters also suggest that the differing physicochemical
properties and severity of hazards presented by various PIH materials
need to be considered when designing tank cars to handle particular PIH
materials. DGAC notes that many PIH materials are highly flammable and
will ignite prior to the formation of a toxic cloud. As an example,
BASF notes that ethylene oxide has flammability ranges between 3% and
100% in air and therefore, that an ethylene oxide release would result
in a fire before there was an opportunity to affect the general
population from a toxicity hazard. BASF further notes that there is a
significant difference in the danger posed by a Zone B PIH material
(e.g., chlorine) versus a Zone D PIH material (e.g., ethylene oxide).
Commenters further state that the disparate physicochemical
properties of the various PIH materials shipped via railroad tank car
have historically led to very specific car designs for certain
materials. For example, DuPont notes that oleum and sulfur trioxide
have relatively high freezing points. Accordingly, rail cars intended
for the transportation of oleum and sulfur trioxide must be equipped
with sufficient insulation capable of maintaining the temperature of
the chemicals above their respective freezing points. Similarly, tank
cars used to transport chlorosulfonic acid are constructed of stainless
steel tanks to prevent discoloring of the acid. According to DuPont,
there is no feasible alternative to stainless steel and the properties
of the stainless steel inner tanks relative to the puncture resistance
requirements of the proposed performance standards would have to be
considered. Similarly, shippers of
[[Page 1775]]
anhydrous hydrogen fluoride and hydrofluoric acid note that the
corrosive properties of these chemicals have led to non-jacketed tank
car designs for these particular commodities and that the non-jacketed
cars allow for visual detection of any corrosive product on the outside
of the commodity tank before it can compromise the integrity of the
tank. Noting the Volpe concept car presented at the technology
symposium and the NGRTCP car design rely on a ``sandwich'' (i.e.,
layered design with a jacket encompassing supporting foam or other
energy absorbing material surrounding and isolating the commodity tank
from the structural forces of the moving train), these commenters
suggest that such a design concept would introduce new maintenance and
inspection challenges that could lead to a detriment in safety in that
the inner tank could not be inspected as readily as is currently
possible.
Although DOT recognizes commenters' concerns with commodity
specific tank car design issues, as noted at the May 28, 2008 public
meeting, the NPRM was not intended as a ``one size fits all'' approach.
Specifically, as described at the technical symposium, the Volpe
concept car is intended to demonstrate DOT's proposed approach to
meeting the performance standards. DOT's approach, focusing on the
energy absorbing capability of the tank car, is applicable to any type
of tank car. DOT recognizes, however, that specific design elements
would necessarily have to be modified for specific commodities.
Other commenters, including AAR and BNSF Railway Company (BNSF)
suggest that the 6'' x 6'' impactor contemplated in the proposed rule
is not representative of real world objects impacting tank cars and
that any proposed standard needs to consider impacts other than
carbody-to-carbody impacts, such as impacts by smaller, sharper
objects; the crushing or tearing away of the shell; and oblique
punctures or punctures away from the centerline of the tank. In support
of this position, BNSF references five accidents on its railroad that
resulted in releases from eight pressure tank cars over the last 12
years. Five of those eight releases did not involve carbody-to-carbody
impacts. Instead those tank car releases involved: (1) Stub still
failure due to a large vertical force on the draft gear which caused
the sill to tear away a section of the tank shell, (2) puncture by
pieces of broken rail, (3) the shearing off of liquid and vapor valves;
(4) puncture by being struck by the corner of a flat car; and (5)
puncture when the corner of an I-beam (which fell from a previous car)
struck a tank car. Similarly, AAR expresses the view that the proposed
performance standard is flawed because it focuses exclusively on the
ability of tank car designs to absorb energy without releasing product
and does not consider other possible modes of failure. Specifically,
AAR suggests that DOT's focus on energy absorption effectively
addresses punctures from ``large, blunt objects coming into contact
with the tank head or shell from a perpendicular direction,'' but
ignores other accident scenarios prevalent in railroad operations,
including: (1) Punctures from smaller, sharper objects; (2) releases
due to the tearing away of attachments to the shell; (3) cracking of
the shell; and (4) oblique punctures and punctures away from the center
of the head or the centerline of the shell. On the other hand, the
Railway Supply Institute, Inc. (RSI) suggests that basing the proposed
performance standard on a test utilizing a 6'' x 6'' impactor is not
appropriate because the size of the impactor does not correlate to
anything expected to be seen in the field. RSI suggests that the size
of the impactor should be increased to more accurately reflect the face
surface of a standard non-shelf coupler.
In response to the BNSF and AAR comments regarding the NPRM's focus
on the energy absorption of impacts to tank cars, we note that the
proposed head and shell impact standards were based on a series of
complementary measures, including: (1) Blunting the load impacting the
tank, (2) absorbing energy, (3) reinforcing the commodity tank, and (5)
removal of in-train forces from the commodity tank. Although DOT
continues to believe that this approach addresses each of the failure
modes cited by commenters, as explained at the technology symposium,
DOT recognizes that this approach is most effective in addressing
carbody-to-carbody impacts that result in the bulk crushing and
deformation of tank cars, and what DOT believes to be the most likely
failure mode to result in a catastrophic release of hazardous
materials, that is, the puncture of the head or shell by some
intermediate size piece of railroad equipment (e.g., coupler, drawbar,
side or draft sill).
Commenters suggest that DOT should not promulgate final head and
shell puncture-resistance standards until the NGRTCP has completed its
work and compliant tank car designs have been developed, and cars have
been built and tested for each PIH commodity. Dow indicates that the
NGRTCP expects to have a prototype tank car built by the end of 2008
that would meet a 25 mph head and shell impact puncture resistance
standard. Dow cautions, as do other commenters, that such a prototype
car should be subjected to an additional period of in-service testing
prior to being approved for use. Further, noting the ``evolutionary
process'' of tank car safety enhancements, Dow concludes that the
proposed performance standards are two to three generations ahead of
what is currently achievable. Accordingly, in its comments, Dow urges
the Department to adopt regulatory standards based on ``practical,
proven, real world solutions.'' Similarly, commenters express the view
that current generation PIH tank cars (i.e., existing PIH rail car
designs) are not inherently flawed or unsafe. Accordingly, these
commenters suggest that DOT pursue a design that utilizes current car
designs as a ``platform'' for safety and security enhancements.
Although DOT believes that the proposed performance standards can
be met utilizing currently available materials and innovative
engineering approaches to tank car design, as discussed above, we
recognize the need to further model and validate any final performance
standard. We also recognize the need to assist industry in developing
the requisite technical expertise to accurately model and analyze the
large deformation with material failure problems required to develop a
significantly better tank car design (whether that final design is one,
two, or three generations ahead of existing DOT specification cars). We
will continue to work with the tank car manufacturing and shipping
industries through a series of technical meetings to share the ongoing
findings of FRA's tank car research program (including Volpe's modeling
and testing efforts). The goal of this work will be to develop an
improved performance standard for adoption into the HMR. Meanwhile, in
order to ensure the ongoing availability of PIH tank cars, this rule
establishes interim standards for tank cars that may be built prior to
the development and commercialization of the final performance
standard. This rule responds to commenters' recommendations that in the
time period before the development and commercialization of a final
performance standard, we adopt a design that utilizes current car
designs as a basis for improvements. As discussed in more detail in
sections VI and VII below, this rule adopts enhanced commodity-specific
design standards for PIH tank cars based on existing DOT specification
cars.
AAR urges DOT to adopt its ``conditional probability of release''
[[Page 1776]]
(CPR) metric in ascertaining the safety afforded by various tank car
designs (i.e., the probability of a release in the event of an
accident). This request was reiterated in the Joint Petition for an
interim standard in which the ACC, ASLRRA, AAR, CI, and RSI requested
that DOT approve interim rail tank car standards that would incorporate
design specifications as well as an alternative performance standard
based on the CPR metric. The Joint Petition is discussed in more detail
in section IV.F below. Although FRA believes that the analysis
underlying the CPR metric is technically sound from the standpoint of
implementation of standard statistical mathematics, FRA does not
believe that the design of a tank car can rationally be based on
statistical analysis alone. Instead, consideration of the physics that
tank cars experience during accidents, derailments, and other types of
rail incidents must be considered. FRA is also concerned that many of
the issues raised by commenters concerning validation of the
performance standard proposed in the NPRM apply equally to the
``improvement factor'' utilized in the Joint Petition. We note in this
regard that the ``improvement factor'' was, in effect, reverse
engineered from existing, available tank car specifications. The Joint
Petition asks DOT to allow for alternative proofs that the tank car
improvement factor for the commodity is met, even though different
designs are employed than those specified as meeting the requirement.
FRA does not believe that alternative proofs could be utilized in this
context without reliance on broad assumptions that may not be supported
by actual experience. Additionally, going through the exercise of
attempting to prove an outcome that was tied to an available DOT
specification in the first instance would be both awkward and likely
fruitless, because the basis of the regression results rely on
evaluation of traditional DOT specification cars. DOT is aware that
this approach is built around an expectation that protective structures
may be distributed between the tank and jacket or head shield as
described in the petition for chlorine cars. Accordingly, this rule
does not adopt the CPR metric as proposed by both AAR and the
additional parties to the Joint Petition. However, DOT does accept the
basic framework of specifications that the parties contemplate for use
and provides a more direct and less cumbersome means to demonstrate the
performance of alternative designs of the sort the petitioners
sought.\8\ The Department's rationale is discussed in more detail in
section VI below.
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\8\ Both the petition and this rule rely upon an assumption
that, within reasonable bounds, distribution of protective structure
between an exterior layer and the tank itself will produce the same
results from the point of view of tank puncture resistance as using
all of the material thickness in constructing the tank. Petitioners
have not established that this is the case; however, engineers
directing and conducting FRA-sponsored research are satisfied that
the effects are likely commutative (additive), at least in the
classic puncture scenarios described in the NPRM.
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B. Proposed Implementation Period
The majority of commenters also express the view that the proposed
eight-year implementation period is overly-aggressive and not
realistic. Specifically, commenters contend that design, development,
and manufacturing ramp-up cannot be completed within the two-year
period contemplated by the proposed rule. Commenters also state that
the six-year fleet replacement period contemplated in the NPRM is too
short, given the capital expenditures that would be required by
individual fleet owners to replace their entire fleets in six years,
the capacity of tank car manufacturers to manufacture new cars, and
other market forces (e.g., demand for ethanol tank cars). Further,
several commenters express the opinion that the proposed rule's
requirements that 50% of each owner's fleet be replaced with cars
conforming to the proposed performance standards within five years of a
final rule's effective date and the requirement that all PIH tank cars
constructed of non-normalized steel in the head or shell be replaced
within the same time frame are unjustified, and in some instances,
impossible to meet.
With regard to the two-year design and manufacturing ramp-up period
contemplated in the proposed rule,\9\ commenters assert that it will
take up to ten years until a proven design is ready for full-scale
implementation.\10\ Specifically, in written comments, as well as at
the technical symposium, tank car builders explain that the time
required to take a new tank car design from the conceptual research and
development point to full-scale production is highly dependent on
several competing factors. First, the extent to which a new design
differs from traditional rail car design will affect the time required
to finalize, test, and implement that design. Second, builders
indicated that the time necessary to move from design to full-scale
production will also be dependent on the extent of manufacturer re-
tooling required, the extent of changes in fabrication protocols and
welding protocols required, the extent of training and recertification
of skilled workers in those new protocols and welding techniques
required, the need to obtain potentially new materials, as well as the
need for Chapter 11 \11\ service testing. Commenters suggest that a
service trial period ranging from between 12 to 18 months to two years
should be required for any new car with a design substantially
different from current cars.
---------------------------------------------------------------------------
\9\ See 73 FR 17846-47.
\10\ Some commenters indicated that it would take at least three
years to develop a compliant design (at least to the 25 mph puncture
resistance standard) and some said it would take two years to get a
design to market, provided a bigger impactor was used. These
commenters, however, also noted that an additional service trial
period would be necessary before the cars could reasonably be put
into full service.
\11\ Chapter 11 of the AAR's Manual of Standards and Recommended
Practices, CII, M-1001, entitled ``Service-Worthiness Tests and
Analyses for New Freight Cars.''
---------------------------------------------------------------------------
RSI asserts that the typical regulatory lead time for ``other
federal performance standards that require new designs and engineering
breakthroughs'' (i.e., technology forcing regulations) is substantially
longer than the two-year period contemplated by the proposed rule.
According to RSI, new performance regulations in other transportation
industries with ``significantly more resources allocated to research
and development'' have allowed from three to six years for design
development to the commencement of production. In support of this
assertion, RSI cites a recent U.S. Environmental Protection Agency rule
on locomotive emission standards, which allows seven years for
compliance with performance standards requiring the development of new
technology, while allowing one year for compliance with performance
standards that can be met with existing technology.
Further, as discussed above, several commenters note that to date,
research has focused on a chlorine car (the Volpe ``concept car'')
designed to meet the proposed performance standards. Citing practical
experience, commenters involved in the shipment of PIH materials other
than chlorine (e.g., anhydrous ammonia, ethylene oxide, methyl
mercaptan, anhydrous hydrogen fluoride) express the view that any final
tank car standards will need to take into consideration the
physicochemical properties of specific PIH materials, as well as the
differing hazards presented by each material. These commenters assert
that this commodity-specific analysis will necessitate more time than
[[Page 1777]]
the two-year design and manufacturing ramp-up period proposed.
Asserting that a six-year replacement period for existing bulk
packages is ``unprecedented,'' DGAC states that the proposed rule's
six-year replacement period is ``unjustifiable from a cost benefit
perspective.'' Arkema, a methyl mercaptan shipper, notes that there are
a limited number of engineers and rail car manufacturers to meet the
mandates of any new railcar design. Accordingly, Arkema expresses
concern that first priorities for designing and building enhanced rail
cars for PIH materials will focus on cars designed to transport those
substances that make up the bulk of the PIH railcar fleet (i.e.,
chlorine and anhydrous ammonia).
With regard to the proposed rule's requirement that all PIH tank
cars constructed of non-normalized steel in the head or shell be
replaced within five years after the final rule's effective date,
(effectively, half-way through the six year proposed fleet replacement
period), several commenters note the PIH shipping industry's voluntary
efforts already underway to phase-out these tank cars. TFI, the
national trade association that represents fertilizer producers,
importers, wholesalers and retailers (i.e., shippers of anhydrous
ammonia), notes that its members are already voluntarily phasing-out
the use of non-normalized steel cars for the transportation of
anhydrous ammonia. Specifically, TFI states that its members utilize
approximately 4,600 tank cars to ship anhydrous ammonia and only about
340 of those cars are pre-1989 non-normalized steel cars. Further, TFI
notes that its members anticipate that these 340 non-normalized steel
cars will be completely removed from their anhydrous ammonia fleets
earlier than the five years proposed in the NPRM. For example, one
member, CF Industries, Inc. (CF), states that, beginning in 2005, it
began voluntarily to modernize its fleet of anhydrous ammonia tank cars
by phasing out 313 of its pre-1989 non-normalized steel cars. CF
indicates that it plans to remove the remaining 24 non-normalized steel
cars from its fleet of anhydrous ammonia cars by the end of 2008.
Several commenters, citing present difficulties obtaining new PIH
tank cars, raise the concern that if such difficulties are not resolved
in the short term, shippers may be forced to keep these older cars
longer or reduce the size of their fleets. These concerns are discussed
in more detail below with other comments pertaining to the need for an
interim standard for PIH tank cars.
CI comments that although it does not object to prioritizing the
removal of pre-1989 tank cars constructed with non-normalized steel in
any fleet replacement program, the accelerated retirement of these cars
as proposed is not justified because there is not sufficient evidence
demonstrating that such accelerated replacement will significantly
enhance rail safety. Similarly, other chlorine shippers (PPG & U.S.
Magnesium) say that early replacement of non-normalized steel cars as
proposed is not justified since the performance of non-normalized cars
has not differed significantly from that of normalized cars, and the
cars show similar puncture resistance to normalized steel cars.
Further, PPG notes that as proposed, the accelerated phase out of non-
normalized PIH tank cars would require PPG to change out 75% of its
fleet in three years, having a significant impact on PPG's earnings and
putting PPG at a significant disadvantage relative to its competition.
On the other hand, another chlorine shipper, Olin Corporation (Olin),
does not object to the accelerated phase out of the pre-1989 non-
normalized steel cars so long as the ``accelerated transition''
(presumably referring to the proposed requirement that one-half the
fleet be replaced with cars meeting the enhanced performance standards
within five years) is limited to non-normalized cars.
As an alternative to the overall eight-year implementation period
proposed, both CI and TFI suggest that any final implementation period
should be developed as part of a joint government/industry effort. PPG,
which has a fleet of almost 2,600 owned and leased tank cars used for
shipping chlor-alkali products, suggests that instead of specifying an
implementation period in terms of a date certain, DOT incorporate a
``test plan'' into any final rule establishing enhanced tank car
performance standards. Specifically, PPG suggests that such ``test
plan'' include a statistically significant test fleet, a service trial
period, and process for intermediate inspections. Dow recommends that
DOT consider a longer transition period based upon the age, safety, and
performance features of tank cars or to phase in new tank car standards
for different PIH commodities over successive periods of time, allowing
shippers to cascade cars down in service from higher to lower risk PIH
materials. DOT appreciates the alternatives recommended by these
commenters. Because the rule is limited to standards for new tank car
construction in the time prior to the development, adoption,
implementation and commercialization of a final performance standard,
incorporation into this final rule of any of the recommendations is not
appropriate at this time. We will, however, consider the specific
recommendations as we develop regulatory requirements to implement a
final performance standard.
With regard to the time period allowed for individual car owners to
replace their existing PIH tank car fleets with tank cars meeting any
final DOT standard, commenters suggest that consideration must be given
to several competing factors on a fleet-by-fleet basis.\12\ For
example, several shippers have voluntarily upgraded their fleets over
the last few years, and have purposefully ``over-built'' their tank
cars with additional safety features not mandated by the HMR. These
shippers express the view that unless consideration is given to these
additional safety features already in place, they are effectively being
penalized for voluntarily investing in those upgrades in the first
place. Commenters also express the view that individual fleet size and
age, annual shipment volumes, product characteristics, quantities of
cars available for purchase or lease, and manufacturing delivery
schedules are other factors that need to be considered on an individual
fleet-by-fleet basis when determining an appropriate fleet replacement
period.
---------------------------------------------------------------------------
\12\ See Transcript of comments of PPG at May 14, 2008 meeting
(available in the docket) and; written comments of U.S. Magnesium
and ACC in the docket (document numbers 57 and 86).
---------------------------------------------------------------------------
We appreciate the comments regarding the need to consider adequate
time for developing car designs, validating compliance with the
performance standards, and ensuring the car is dynamically suitable and
serviceable. DOT will consider these issues as we work to validate and
finalize a performance standard for PIH tank cars and incorporate that
standard into the HMR. We note that issues related to a delayed
effective date would not appear to be relevant to this final rule,
since builders can adapt existing tank car designs within a short time
to meet the interim requirements. We also are modifying our proposal
for phasing out cars constructed prior to 1989 with non-normalized
steel in the head or shell. Although we continue to believe that an
accelerated phase out of these cars is justified, we recognize the
voluntary efforts already underway by many fleet owners to phase out
these cars, in many cases on schedules more
[[Page 1778]]
aggressive than the five-year deadline proposed in the NPRM. Rather
than imposing a fixed deadline, this rule requires rail car owners that
elect to retire or remove rail tank cars from PIH service, other than
because of damage to the cars, to prioritize the retirement or removal
of pre-1989 non-normalized steel cars.
C. Proposed Allowance To Increase the Gross Weight on Rail of PIH Tank
Cars
Although commenters raise practical concerns related to an increase
to 286,000 pounds in the maximum gross weight on rail of hazardous
materials tank cars, most generally support this aspect of DOT's
proposal. Specifically, AAR indicates that the infrastructure of Class
I carriers can generally accommodate the heavier cars and that short
line railroads should generally be able to transport the heavier cars,
with a few isolated weight restrictions (e.g., bridges).\13\ TFI
expresses support for this aspect of DOT's proposal, but noting the
practical issue that some anhydrous ammonia shipment origin and
destination points cannot handle the heavier cars, TFI expresses
concern that light loading (loading a tank car with less than its full
capacity of product) and diversion to other modes of transportation
(e.g., highway) could occur. Similarly, CI indicates that although the
proposed allowance to increase the maximum gross weight on rail would
be a ``positive move removing regulatory burden on shippers using the
heavier car,'' CI expresses the same concerns as TFI. Individual
shippers and the DGAC commented similarly, with one shipper (U.S.
Magnesium) noting that it expects to upgrade its own track this year to
accommodate 286,000 pound cars. At the May 14, 2008 public meeting, a
representative of Olin Corporation,