Safety Advisory 2012-04; Worn Rail Conditions, 60169-60170 [2012-24266]
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Federal Register / Vol. 77, No. 191 / Tuesday, October 2, 2012 / Notices
alternatives that could result in
potentially significant adverse impacts.
Due to the extent of analysis required on
these resources and the lack of financial
resources needed to complete the
project, representatives from Caltrans,
Stanislaus County, and San Joaquin
County determined to no longer spend
resources to obtain Project Acceptance &
Environmental Document (PA&ED) for
the project. No further Federal resources
will be expended on the project; the
environmental review process has been
terminated. Comments and questions
concerning the proposed action should
be directed to Caltrans at the address
provided above.
(Catalog of Federal Domestic Assistance
Program Number 20.205, Highway Planning
and Construction. The regulations
implementing Executive Order 12372
regarding intergovernmental consultation on
Federal programs and activities apply to this
program.)
Issued on: September 25, 2012.
Dominic Hoang,
Transportation Engineer, Federal Highway
Administration, Sacramento, California.
[FR Doc. 2012–24274 Filed 10–1–12; 8:45 am]
BILLING CODE 4910–22–P
DEPARTMENT OF TRANSPORTATION
Federal Railroad Administration
[Docket Number FRA–2012–0056]
wreier-aviles on DSK5TPTVN1PROD with NOTICES
Petition for Waiver of Compliance
In accordance with Part 211 of Title
49 Code of Federal Regulations (CFR),
this document provides the public
notice that by a document dated June
27, 2012, New Jersey Transit (NJT) has
petitioned the Federal Railroad
Administration (FRA) for a waiver of
compliance from certain provisions of
the Federal railroad safety regulations
contained at 49 CFR 242.403(b), (c)(1)–
(3), (d), (e)(1)–(4), (e)(6)–(11), (e)(13) and
f(1)–(2). FRA assigned the petition
Docket Number FRA–2012–0056.
NJT is filing this request for extension
in order to continue its participation in
the Confidential Close Call Reporting
System (C3RS) Demonstration Pilot
Project. NJT and the employees of all
NJT-owned and/or -operated territory,
including the Southern Tier and
Pascack Valley Line (excluding Conrail
and Amtrak territories not covered by
C3RS), represented by the Brotherhood
of Locomotive Engineers and Trainmen,
the United Transportation Union, and
the American Train Dispatchers
Association, are participating in the
C3RS Demonstration Pilot Project
sponsored by FRA’s Offices of Safety
VerDate Mar<15>2010
15:04 Oct 01, 2012
Jkt 229001
and Railroad Policy and Development.
The C3RS Demonstration Pilot Project
for NJT was initially approved by FRA
on November 18, 2009. In Docket
Number FRA–2009–0096, NJT requested
and received a waiver from compliance
of certain provisions of 49 CFR Part 240,
which governs the certification of
locomotive engineers to support the
C3RS Demonstration Pilot Project. NJT,
BLET, and UTU now desire to have a
similar waiver from certain conductor
certification requirements found at 49
CFR part 242 in order to shield the
reporting employees and the railroad
from punitive sanctions that would
otherwise arise. A copy of the petition,
as well as any written communications
concerning the petition, is available for
review online at www.regulations.gov
and in person at the U.S. Department of
Transportation’s (DOT) Docket
Operations Facility, 1200 New Jersey
Avenue SE., W12–140, Washington, DC
20590. The Docket Operations Facility
is open from 9 a.m. to 5 p.m., Monday
through Friday, except Federal
Holidays. If you do not have access to
the Internet, please contact FRA’s
Docket Clerk at 202–493–6030, who will
provide necessary information
concerning the contents of the petition.
Interested parties are invited to
participate in these proceedings by
submitting written views, data, or
comments. FRA does not anticipate
scheduling a public hearing in
connection with these proceedings since
the facts do not appear to warrant a
hearing. If any interested party desires
an opportunity for oral comment, they
should notify FRA, in writing, before
the end of the comment period and
specify the basis for their request.
All communications concerning these
proceedings should identify the
appropriate docket number and may be
submitted by any of the following
methods:
• Web site: https://
www.regulations.gov. Follow the online
instructions for submitting comments.
• Fax: 202–493–2251.
• Mail: Docket Operations Facility,
U.S. Department of Transportation, 1200
New Jersey Avenue SE., W12–140,
Washington, DC 20590.
• Hand Delivery: 1200 New Jersey
Avenue SE., Room W12–140,
Washington, DC 20590, between 9 a.m.
and 5 p.m., Monday through Friday,
except Federal Holidays.
Communications received within
November 16, 2012 of the date of this
notice will be considered by FRA before
final action is taken. Comments received
after that date will be considered as far
as practicable.
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Fmt 4703
Sfmt 4703
60169
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
comment (or signing the comment, 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 (Volume
65, Number 70; Pages 19477–78), or
online at https://www.dot.gov/
privacy.html.
Issued in Washington, DC, on September
25, 2012.
Ron Hynes,
Director, Office of Safety Assurance and
Compliance.
[FR Doc. 2012–24219 Filed 10–1–12; 8:45 am]
BILLING CODE 4910–06–P
DEPARTMENT OF TRANSPORTATION
Federal Railroad Administration
Safety Advisory 2012–04; Worn Rail
Conditions
Federal Railroad
Administration (FRA), Department of
Transportation (DOT).
ACTION: Notice of Safety Advisory.
AGENCY:
FRA is issuing Safety
Advisory 2012–04 to remind track
owners, railroads, and their track
inspectors of the importance of
complying with the applicable rail
management programs and engineering
procedures that address rail with severe
rail head wear and rolling contact
fatigue (RCF) conditions. FRA is issuing
this notice in response to a July 11,
2012, derailment in Ohio that a
preliminary investigation indicates was
likely caused by the failure of multiple
defects involving detail fractures in rail
exhibiting significant vertical head loss
(rail head wear) and gage-side-oriented
RCF. This notice contains
recommendations to track owners to
ensure that their employees and other
entities performing track inspections
comply with the requirements of the
applicable engineering procedures that
address critical rail head wear,
particularly if the track under
inspection exhibits significant RCF or a
sudden increase in localized rail failure.
FOR FURTHER INFORMATION CONTACT:
Carlo M. Patrick, Staff Director, Rail and
Infrastructure Integrity Division, Office
of Railroad Safety, FRA, 1200 New
Jersey Avenue SE., Washington, DC
20590, telephone (202) 493–6399; or
Elisabeth Galotto, Trial Attorney, Office
of Chief Counsel, FRA, 1200 New Jersey
SUMMARY:
E:\FR\FM\02OCN1.SGM
02OCN1
60170
Federal Register / Vol. 77, No. 191 / Tuesday, October 2, 2012 / Notices
wreier-aviles on DSK5TPTVN1PROD with NOTICES
Avenue SE., Washington, DC 20590,
telephone (202) 493–0270.
SUPPLEMENTARY INFORMATION:
Background
A recent accident has highlighted the
need for additional action by track
owners and other entities and
individuals responsible for compliance
with the Track Safety Standards (49 CFR
part 213). The following discussion
provides a brief summary of the
circumstances surrounding a recent
train derailment, which appears to have
involved a rail with severe rail head
wear. Information regarding this
incident is based on FRA’s preliminary
investigation and findings to date. The
probable causes and contributing
factors, if any, have not yet been
determined by FRA. Therefore, nothing
in this safety advisory is intended to
attribute a cause to this incident or
place responsibility for this incident on
the acts or omissions of any person or
entity.
On July 11, 2012, an eastbound
Norfolk Southern Railway Company
(NS) freight train, traveling at 23 mph,
derailed in Columbus, OH. Of the 13
cars that derailed, 3 contained
hazardous materials. Two of the cars,
which contained ethanol, a flammable
liquid, were compromised, causing a
fire near the Columbus Fairgrounds.
Residents and businesses within a 1mile radius of the accident were
evacuated. In addition to the damages to
the track and to equipment in the train,
CSX Transportation, Inc.’s Columbus
Line (which runs parallel to the NS
track in this area) was shut down due
to heat from the fire.
FRA’s preliminary investigation
indicates that the derailment may have
occurred because of accelerated defect
development in the rail. During the
derailment investigation process, FRA
discovered that five rail failures had
occurred on various portions of the
track subsequent to the last
nondestructive rail inspection at this
location. FRA believes that this
accelerated defect development was
possibly influenced by the significant
rail head wear, and attributed to the
presence of the RCF.
Given this accident, FRA recommends
that each entity responsible for the
inspection and maintenance of track
review, reemphasize, and adhere to the
requirements of the track owner’s (1)
engineering instructions concerning rail
wear limits that address inspecting track
to identify internal rail flaws; and (2)
programs for the management of rail
that exhibits severe rail head wear and
RCF. As the discussion above indicates,
this is especially critical for track over
VerDate Mar<15>2010
15:04 Oct 01, 2012
Jkt 229001
which large quantities of hazardous
materials or passengers are transported
due to the potential catastrophic
impacts that can result from a
derailment of these types of trains.
Rail head wear occurs primarily on
the gage-side face when the rail is
located on the high side of a curve, due
to the exertion of wheel flange forces.
Vertical rail head wear occurs on the
rail head running surface from wheel/
rail interaction during cyclical loading.
The development of internal rail defects
is an inevitable consequence of the
accumulation and effects of fatigue
under repeated loading. In practice, the
growth rate of rail defects is considered
highly variable and unpredictable.
Moreover, heavy axle loading on worn
rail can lead to the accelerated
development of rail surface fatigue, and
this may prevent detection of an
underlying rail flaw by test equipment
during the rail inspection process.
Under 49 CFR 213.237(a), FRA
requires all Class 4 and 5 track, as well
as Class 3 track over which passenger
trains operate, to be tested for internal
rail defects at least once after every
accumulation of 40 mgt of traffic or once
a year, whichever is shorter. Class 3
track, over which passenger trains do
not operate, is required to be tested at
least once after every accumulation of
30 mgt of traffic or once a year,
whichever is longer. However, as a
result of the unpredictability of defect
development, many railroads test for
internal rail defects using a
performance-based method that focuses
on the rate of defect development,
which typically results in testing for
internal defects at a frequency shorter
than required by FRA regulation. Yet, a
nondestructive test system is typically
designed to perform optimally on an
ideal test specimen surface. Conditions,
such as extreme cyclical loading, can
result in rail head wear and RCF and
thus affect the integrity of these rail flaw
inspections.
Recommended Action: In light of the
above, FRA recommends that each track
owner:
1. Review with its employees the
circumstances of the derailment
identified above and ensure that the
employees report any incidents where a
sudden increase of rail failure occurs in
a localized area.
2. Discuss with its employees the
requirements of its own engineering
instructions and ensure that the
employees can identify locations that
exhibit excessive rail head wear and
RCF.
3. Review its current engineering
instructions to ensure that the
PO 00000
Frm 00070
Fmt 4703
Sfmt 4703
procedures are consistent with the
industry standard for rail replacement.
4. Ensure that its employees
responsible for the rail inspection
process have been adequately trained
and are capable of performing proper
inspection procedures.
5. Consider and use, as appropriate,
recently developed rail inspection
technology that is more capable of
identifying transverse-oriented defects
under RCF.
6. Review recent rail inspection
records to identify any incidents
involving sudden or accelerated broken
rail for future inspection or replacement
focus.
7. Apply appropriate slow orders at
locations that exhibit rail head wear
approaching the limits specified in its
own respective engineering instructions
until the rail is replaced.
8. Develop an internal software
program on rail management that will
assist in the identification of sudden or
accelerated rail failure incidents, if such
a program is not already in place.
FRA encourages railroad industry
members and other track owners to take
actions that are consistent with the
preceding recommendations and to take
other actions to help ensure the safety
of the Nation’s railroads, its employees,
and the general public. FRA may modify
this Safety Advisory 2012–04, issue
additional safety advisories, or take
other appropriate actions it deems
necessary under its rail safety authority
to ensure the highest level of safety on
the Nation’s railroads.
Issued in Washington, DC, on September
26, 2012.
Jo Strang,
Associate Administrator for Railroad Safety/
Chief Safety Officer.
[FR Doc. 2012–24266 Filed 10–1–12; 8:45 am]
BILLING CODE 4910–06–P
DEPARTMENT OF TRANSPORTATION
Federal Transit Administration
[Docket No. FTA–2012–0045]
Americans With Disabilities Act:
Proposed Circular Chapter, Vehicle
Acquisition
Federal Transit Administration
(FTA), DOT.
ACTION: Notice of availability of
proposed circular chapter and request
for comments.
AGENCY:
The Federal Transit
Administration (FTA) has placed in the
docket and on its Web site proposed
guidance in the form of a circular
chapter to help transportation providers
SUMMARY:
E:\FR\FM\02OCN1.SGM
02OCN1
Agencies
[Federal Register Volume 77, Number 191 (Tuesday, October 2, 2012)]
[Notices]
[Pages 60169-60170]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2012-24266]
-----------------------------------------------------------------------
DEPARTMENT OF TRANSPORTATION
Federal Railroad Administration
Safety Advisory 2012-04; Worn Rail Conditions
AGENCY: Federal Railroad Administration (FRA), Department of
Transportation (DOT).
ACTION: Notice of Safety Advisory.
-----------------------------------------------------------------------
SUMMARY: FRA is issuing Safety Advisory 2012-04 to remind track owners,
railroads, and their track inspectors of the importance of complying
with the applicable rail management programs and engineering procedures
that address rail with severe rail head wear and rolling contact
fatigue (RCF) conditions. FRA is issuing this notice in response to a
July 11, 2012, derailment in Ohio that a preliminary investigation
indicates was likely caused by the failure of multiple defects
involving detail fractures in rail exhibiting significant vertical head
loss (rail head wear) and gage-side-oriented RCF. This notice contains
recommendations to track owners to ensure that their employees and
other entities performing track inspections comply with the
requirements of the applicable engineering procedures that address
critical rail head wear, particularly if the track under inspection
exhibits significant RCF or a sudden increase in localized rail
failure.
FOR FURTHER INFORMATION CONTACT: Carlo M. Patrick, Staff Director, Rail
and Infrastructure Integrity Division, Office of Railroad Safety, FRA,
1200 New Jersey Avenue SE., Washington, DC 20590, telephone (202) 493-
6399; or Elisabeth Galotto, Trial Attorney, Office of Chief Counsel,
FRA, 1200 New Jersey
[[Page 60170]]
Avenue SE., Washington, DC 20590, telephone (202) 493-0270.
SUPPLEMENTARY INFORMATION:
Background
A recent accident has highlighted the need for additional action by
track owners and other entities and individuals responsible for
compliance with the Track Safety Standards (49 CFR part 213). The
following discussion provides a brief summary of the circumstances
surrounding a recent train derailment, which appears to have involved a
rail with severe rail head wear. Information regarding this incident is
based on FRA's preliminary investigation and findings to date. The
probable causes and contributing factors, if any, have not yet been
determined by FRA. Therefore, nothing in this safety advisory is
intended to attribute a cause to this incident or place responsibility
for this incident on the acts or omissions of any person or entity.
On July 11, 2012, an eastbound Norfolk Southern Railway Company
(NS) freight train, traveling at 23 mph, derailed in Columbus, OH. Of
the 13 cars that derailed, 3 contained hazardous materials. Two of the
cars, which contained ethanol, a flammable liquid, were compromised,
causing a fire near the Columbus Fairgrounds. Residents and businesses
within a 1-mile radius of the accident were evacuated. In addition to
the damages to the track and to equipment in the train, CSX
Transportation, Inc.'s Columbus Line (which runs parallel to the NS
track in this area) was shut down due to heat from the fire.
FRA's preliminary investigation indicates that the derailment may
have occurred because of accelerated defect development in the rail.
During the derailment investigation process, FRA discovered that five
rail failures had occurred on various portions of the track subsequent
to the last nondestructive rail inspection at this location. FRA
believes that this accelerated defect development was possibly
influenced by the significant rail head wear, and attributed to the
presence of the RCF.
Given this accident, FRA recommends that each entity responsible
for the inspection and maintenance of track review, reemphasize, and
adhere to the requirements of the track owner's (1) engineering
instructions concerning rail wear limits that address inspecting track
to identify internal rail flaws; and (2) programs for the management of
rail that exhibits severe rail head wear and RCF. As the discussion
above indicates, this is especially critical for track over which large
quantities of hazardous materials or passengers are transported due to
the potential catastrophic impacts that can result from a derailment of
these types of trains.
Rail head wear occurs primarily on the gage-side face when the rail
is located on the high side of a curve, due to the exertion of wheel
flange forces. Vertical rail head wear occurs on the rail head running
surface from wheel/rail interaction during cyclical loading. The
development of internal rail defects is an inevitable consequence of
the accumulation and effects of fatigue under repeated loading. In
practice, the growth rate of rail defects is considered highly variable
and unpredictable. Moreover, heavy axle loading on worn rail can lead
to the accelerated development of rail surface fatigue, and this may
prevent detection of an underlying rail flaw by test equipment during
the rail inspection process.
Under 49 CFR 213.237(a), FRA requires all Class 4 and 5 track, as
well as Class 3 track over which passenger trains operate, to be tested
for internal rail defects at least once after every accumulation of 40
mgt of traffic or once a year, whichever is shorter. Class 3 track,
over which passenger trains do not operate, is required to be tested at
least once after every accumulation of 30 mgt of traffic or once a
year, whichever is longer. However, as a result of the unpredictability
of defect development, many railroads test for internal rail defects
using a performance-based method that focuses on the rate of defect
development, which typically results in testing for internal defects at
a frequency shorter than required by FRA regulation. Yet, a
nondestructive test system is typically designed to perform optimally
on an ideal test specimen surface. Conditions, such as extreme cyclical
loading, can result in rail head wear and RCF and thus affect the
integrity of these rail flaw inspections.
Recommended Action: In light of the above, FRA recommends that each
track owner:
1. Review with its employees the circumstances of the derailment
identified above and ensure that the employees report any incidents
where a sudden increase of rail failure occurs in a localized area.
2. Discuss with its employees the requirements of its own
engineering instructions and ensure that the employees can identify
locations that exhibit excessive rail head wear and RCF.
3. Review its current engineering instructions to ensure that the
procedures are consistent with the industry standard for rail
replacement.
4. Ensure that its employees responsible for the rail inspection
process have been adequately trained and are capable of performing
proper inspection procedures.
5. Consider and use, as appropriate, recently developed rail
inspection technology that is more capable of identifying transverse-
oriented defects under RCF.
6. Review recent rail inspection records to identify any incidents
involving sudden or accelerated broken rail for future inspection or
replacement focus.
7. Apply appropriate slow orders at locations that exhibit rail
head wear approaching the limits specified in its own respective
engineering instructions until the rail is replaced.
8. Develop an internal software program on rail management that
will assist in the identification of sudden or accelerated rail failure
incidents, if such a program is not already in place.
FRA encourages railroad industry members and other track owners to
take actions that are consistent with the preceding recommendations and
to take other actions to help ensure the safety of the Nation's
railroads, its employees, and the general public. FRA may modify this
Safety Advisory 2012-04, issue additional safety advisories, or take
other appropriate actions it deems necessary under its rail safety
authority to ensure the highest level of safety on the Nation's
railroads.
Issued in Washington, DC, on September 26, 2012.
Jo Strang,
Associate Administrator for Railroad Safety/Chief Safety Officer.
[FR Doc. 2012-24266 Filed 10-1-12; 8:45 am]
BILLING CODE 4910-06-P