National Tunnel Inspection Standards, 41349-41373 [2015-16896]
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Vol. 80
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Part V
Department of Transportation
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Federal Highway Administration
23 CFR Part 650
National Tunnel Inspection Standards; Final Rule
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Federal Register / Vol. 80, No. 134 / Tuesday, July 14, 2015 / Rules and Regulations
DEPARTMENT OF TRANSPORTATION
Federal Highway Administration
23 CFR Part 650
[Docket No. FHWA–2008–0038]
RIN 2125–AF24
National Tunnel Inspection Standards
Federal Highway
Administration (FHWA), Department of
Transportation (DOT).
ACTION: Final rule.
AGENCY:
This final rule establishes the
National Tunnel Inspection Standards
(NTIS) for highway tunnels. The NTIS
require tunnel owners to establish a
program for the inspection of highway
tunnels, to maintain a tunnel inventory,
to report the inspection findings to
FHWA, and to correct any critical
findings found during these inspections.
DATES: This final rule is effective August
13, 2015. The incorporation by reference
of certain publications listed in the rule
is approved by the Director of the
Federal Register as of August 13, 2015.
FOR FURTHER INFORMATION CONTACT: Mr.
Joseph Hartmann, Office of Bridges and
Structures, 202–366–4599; or Mr. Robert
Black, Office of the Chief Counsel, 202–
366–1359, Federal Highway
Administration, 1200 New Jersey Ave.
SE., Washington, DC 20590. Office
hours are from 8 a.m. to 4:30 p.m.,
eastern time, Monday through Friday,
except Federal holidays.
SUPPLEMENTARY INFORMATION:
SUMMARY:
Executive Summary
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I. Purpose of the Regulatory Action
The purpose of this final rule is to
establish the NTIS for tunnel
inspections consistent with the
provisions of the Moving Ahead for
Progress in the 21st Century Act (MAP–
21), which includes requirements for
establishing a highway tunnel
inspection program, maintaining a
tunnel inventory, and reporting to
FHWA of inspection results and, in
particular, critical findings, which are
any structural or safety-related
deficiencies that require immediate
follow-up inspection or action. The
NTIS apply to all structures defined as
highway tunnels on all public roads, on
and off Federal-aid highways, including
tribally and federally owned tunnels.
Routine and thorough inspections of
our Nation’s tunnels are necessary to
maintain safe operation and prevent
structural, geotechnical, and functional
failures. Data on the condition and
operation of our Nation’s tunnels is
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necessary in order for tunnel owners to
make informed investment decisions as
part of an asset management program for
maintenance and repair of their tunnels.
Recognizing that the safety and security
of our Nation’s tunnels are of paramount
importance, Congress declared in MAP–
21 that it is in the vital interest of the
U.S. to inventory, inspect, and improve
the condition of the Nation’s highway
tunnels. As a result of this declaration
and the MAP–21 mandate found in 23
U.S.C. 144, FHWA establishes the NTIS.
II. Summary of the Major Provisions of
the Regulatory Action in Question
The NTIS require the establishment of
a National Tunnel Inventory (NTI);
routine inspections of tunnels on all
public roads, on and off Federal-aid
highways, including tribally and
federally owned tunnels; written reports
to FHWA of critical findings, as defined
in 23 CFR 650.305; training for tunnel
inspectors; a national certification
program for tunnel inspectors; and the
timely correction of any deficiencies.
Section 650.503 establishes the
applicability of the NTIS to all highway
tunnels on all public roads as
authorized by MAP–21.
Section 650.507 describes the
organizational responsibilities
associated with successful
implementation of the NTIS. Tunnel
inspection organizations are required to
develop and maintain inspection
policies and procedures, ensure that
inspections are conducted in
accordance with the proposed
standards, collect and maintain
inspection data, and maintain a registry
of nationally certified tunnel inspection
staff.
Section 650.509 establishes certain
minimum qualifications for tunnel
inspection personnel. A Program
Manager shall be a registered
Professional Engineer (P.E.) or have 10
years of tunnel or bridge inspection
experience, and be a nationally certified
tunnel inspector. The Team Leader shall
be a nationally certified tunnel
inspector and either be a registered P.E.
with 6 months of tunnel or bridge
inspection experience, or have 5 years
of tunnel or bridge inspection
experience or an appropriate
combination of education and
experience as detailed in the referenced
section. This section also describes the
requirements for national certification of
inspection staff.
Section 650.511 establishes a
minimum inspection frequency of 24
months for routine tunnel inspections.
An owner is permitted to increase the
frequency of inspection based on a risk
analysis approach that considers such
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factors as tunnel age, traffic
characteristics, geotechnical conditions,
and known deficiencies. An owner does
not need FHWA approval to increase
the frequency of inspection. An owner
is permitted to decrease the frequency of
inspection after a written request that
considers tunnel age, time from last
major rehabilitation, tunnel complexity,
traffic characteristics, geotechnical
conditions, functional systems, and
known deficiencies has been reviewed
and commented on by FHWA.
Section 650.513 requires the
establishment of a statewide, Federal
agencywide, or tribal governmentwide
procedure to ensure that critical
findings, as defined in 23 CFR 650.305,
are addressed in a timely manner.
Owners are required to notify FHWA
within 24 hours of identifying a critical
finding and the actions taken to resolve
or monitor that finding. This section
also discusses inspection procedures for
complex tunnels and functional
systems, load rating of tunnels, quality
assurance, and quality control.
Section 650.515 requires certain
inventory data to be collected and
reported for all tunnels subject to the
NTIS within 120 days of the effective
date of this rule. This data will be used
to create a national inventory of tunnels
that will provide a more accurate
assessment of the number and condition
of the Nation’s tunnels.
III. Costs and Benefits
The FHWA anticipates that the
benefits associated with this rulemaking
will significantly outweigh the costs.
The FHWA has only limited data
regarding the number of highway
tunnels in the Nation and the frequency
and cost of their inspection. The FHWA
received some data from a 2003
informal survey of tunnel owners.1
Throughout this rulemaking, FHWA
relied on the data received from that
survey to develop estimates of the costs
and benefits of this final rule. The
FHWA expects that there may be some
tunnels that could be covered by the
expanded scope of this rulemaking that
were not included in the survey’s
limited data set; however, we believe
that those tunnels would be only a small
fraction of the total cost and that the
2003 survey data provides a sufficient
basis for FHWA’s analysis.
The FHWA expects that the overall
increase in tunnel inspection costs
across the Nation will be modest, as the
vast majority of tunnel owners already
inspect at the 24-month interval
required by the NTIS. The FHWA does
1 See Background section II.D. for more
information.
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not have any information regarding the
cost of fixing critical findings that are
uncovered as a result of provisions in
this rulemaking. Based on current data,
only two tunnel owners, that together
own 15 tunnels (bores), would be
required to increase their current
inspection frequency as a result of this
final rule. The FHWA is taking this
action because ensuring timely
inspections of highway tunnels not only
enhances the safe passage of the
traveling public, but also protects
investments in key infrastructure, as
early detection of problems in tunnels
will likely increase their longevity and
lead to lower repair costs than problems
found later. Inspections are vital to
preventing tunnel collapses and
closures, which often result in millions
of dollars in repair and user fee costs.
Electronic Access and Filing
This document, the 2008 advance
notice of proposed rulemaking
(ANPRM), the 2010 notice of proposed
rulemaking (NPRM), the 2013
supplemental notice of proposed
rulemaking (SNPRM), and all comments
received may be viewed online through
the Federal eRulemaking portal at
https://www.regulations.gov. The Web
site is available 24 hours each day, 365
days each year. An electronic copy of
this document may also be downloaded
by accessing the Office of the Federal
Register’s home page at: https://www.
federalregister.gov.
Background
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I. Need for Tunnel Inspection Standards
The majority of road tunnels in the
United States were constructed during
two distinct periods of highway system
expansion. A significant number of
these tunnels were constructed in the
1930s and 1940s as part of public works
programs associated with recovery from
the Great Depression. Another
significant number were constructed for
the developing Interstate Highway
System in the 1950s and 1960s. As a
result, most of these structures have
exceeded their designed service lives
and need to be routinely inspected to
ensure continued safe and efficient
operation.
The structural, geotechnical, and
functional components and systems that
make up tunnels deteriorate and corrode
due to the harsh environment in which
these structures are operated. As a
result, routine and thorough inspection
of these elements is necessary to collect
the data needed to maintain safe tunnel
operation and to prevent structural,
geotechnical, and functional failures. As
our Nation’s tunnels continue to age, an
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accurate and thorough assessment of
each tunnel’s condition is critical to
avoid a decline in service and maintain
a safe, functional, and reliable highway
system.
In addition to ensuring safety, it is
also necessary to collect data on the
condition and operation of our Nation’s
tunnels for owners to make informed
investment decisions as part of a
systematic, integrated approach to
transportation asset management.
Without such an approach, ensuring an
accountable and sustainable practice of
maintenance, preservation,
rehabilitation, or replacement across an
inventory of tunnels is a significant
challenge. Data-driven asset
management provides tunnel owners
with a proven framework for long-term
accountability and accomplishment.2
The data collected must be robust
enough to support investment decisions
within a State and consistent enough to
identify national trends in performance
and link Federal transportation
expenditures to programmatic results.
Timely and reliable tunnel inspection
is vital to uncovering safety problems
and preventing failures. When corrosion
or leakage occurs, electrical or
mechanical systems malfunction, or
concrete cracking and spalling signs
appear, they may be symptomatic of
larger problems. The importance of
tunnel inspection was demonstrated in
the summer of 2007 in the I–70 Hanging
Lake tunnel in Colorado when a ceiling
and roof inspection uncovered a crack
in the roof that compromised the
structural integrity of the tunnel. This
discovery prompted the closure of the
tunnel for several months for needed
repairs. The repairs prevented a
potential catastrophic tunnel failure and
loss of life. That failure could have
resulted in a longer period of repairs,
injuries, and death.
Unfortunately, loss of life was not
avoided in Oregon in 1999. In January
of that year, a portion of the lining of the
Sunset Tunnel located near Manning
(west of Portland) collapsed, killing an
Oregon DOT employee. At the time of
the collapse, the lining was being
inspected after a heavy rain to ensure its
safety in response to a report by a
concerned traveler. The extent of
deterioration in the lining had not been
identified and regularly documented in
previous inspections of the tunnel,
which occurred variably. As a result, the
lining had deteriorated to the point that
the safety inspection after the rain event
2 On February 20, 2015 at 80 FR 9231, FHWA
issued an NPRM to implement the MAP–21 Asset
Management provisions (23 U.S.C. 119(e)). Please
see that NPRM for more information on the
establishment of State asset management plans.
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was sufficient to trigger the collapse.
Following the accident, Oregon DOT
reviewed their tunnel inspection
program and identified a need to define
what a tunnel is and establish criteria,
procedures, and professional
qualifications for tunnel inspection.
Inadequate tunnel inspection was
again linked to a loss of life in
Massachusetts in 2006. In July of that
year, a portion of the suspended ceiling
collapsed onto the roadway in the I–90
Central Artery Tunnel in Boston, killing
a motorist. It also resulted in closure of
this portion of the tunnel for 6 months
while repairs were made, causing
significant traffic delays and
productivity losses. The National
Transportation Safety Board (NTSB)
stated in its accident investigation
report that, ‘‘had the Massachusetts
Turnpike Authority, at regular intervals
between November 2003 and July 2006,
inspected the area above the suspended
ceilings in the D Street portal tunnels,
the anchor creep that led to this
accident would likely have been
detected, and action could have been
taken that would have prevented this
accident.’’ 3 Among its
recommendations, NTSB suggested that
FHWA seek legislative authority to
establish a mandatory tunnel inspection
program similar to the National Bridge
Inspection Standards (NBIS) that would
identify critical inspection elements and
specify an appropriate inspection
frequency. Additionally, the DOT
Inspector General (IG), in testimony
before Congress in October 2007,
highlighted the need for a tunnel
inspection and reporting system to
ensure the safety of the Nation’s
tunnels, stating that FHWA ‘‘should
develop and implement a system to
ensure that States inspect and report on
tunnel conditions.’’ The IG went on to
state that FHWA should establish
rigorous inspection standards.4
More recently, inspection of ceiling
panels in the westbound I–264
Downtown Tunnel in Portsmouth,
Virginia, prevented a catastrophic
failure. The Virginia DOT routinely
performs an in-depth inspection of this
tunnel at approximate intervals of 5 to
7 years. During an inspection in 2009,
3 ‘‘Ceiling Collapse in the Interstate 90 Connector
Tunnel Boston, Massachusetts July 10, 2006,’’
Highway Accident Report, NTSB/HAR–07/02, July
10, 2006. An electronic format version is available
at: https://www.ntsb.gov/doclib/reports/2007/
HAR0702.pdf.
4 The U.S. Department of Transportation, Office
of the Inspector General, ‘‘Challenges Facing the
U.S. Department of Transportation, Fiscal Year
2008,’’ October 2007, CC–2008–007. An electronic
format version is available at: https://www.oig.dot.
gov/sites/dot/files/pdfdocs/Statement6_DOT
Acitivies101507_508version.pdf.
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Virginia DOT personnel found
aggressive corrosion of embedded bolts
used to support the ceiling panels over
the roadway. Upon further evaluation, it
was determined that the ceiling panels
needed to be removed to ensure the
safety of the traveling public. The
tunnel was closed for 6 consecutive
weekends to perform this maintenance
activity. If there had not been a timely
inspection, the corrosion would have
worsened and there would likely have
been a collapse that could have caused
death, injuries, or property damage, and
complete closure of the tunnel for an
extended period of time, resulting in
significant productivity losses.
Most recently, on December 2, 2012,
the suspended ceiling in Japan’s Sasago
Tunnel collapsed onto the roadway
below and crushed several cars,
resulting in the deaths of nine motorists.
Early reports in the media citing
Japanese officials indicated that the
collapse was likely the result of the
failure of the anchor bolts connecting
the suspended ceiling to the tunnel roof.
According to the Central Japan
Expressway Company, which is
responsible for the operation of the
tunnel, those connections had not been
thoroughly inspected due to issues with
access.5
The FHWA estimates that tunnels
represent nearly 100 miles—
approximately 517,000 linear feet—of
Interstates, State routes, and local
routes. Tunnels such as the Central
Artery Tunnel in Massachusetts, the
Lincoln Tunnel in New York, and the
Fort McHenry and the Baltimore Harbor
Tunnels in Maryland are a vital part of
the national transportation
infrastructure. These tunnels
accommodate huge volumes of daily
traffic, contributing to the Nation’s
mobility. For example, according to the
Port Authority of New York and New
Jersey, the Lincoln Tunnel carries
approximately 120,000 vehicles per day,
making it the busiest vehicular tunnel in
the world. The Fort McHenry Tunnel
handles a daily traffic volume of more
than 115,000 vehicles. Any disruption
of traffic in these or other highly
traveled tunnels would result in a
significant loss of productivity and have
severe financial impacts on a large
region of the country.
On October 29, 2012, flooding caused
by Hurricane Sandy led to the closure
of many of the vehicular, transit, and
rail tunnels in the New York City
metropolitan area. Although it is
difficult to quantify the total economic
5 https://abcnews.go.com/blogs/headlines/2012/
12/japan-orders-immediate-inspections-afterdeadly-tunnel-collapse/.
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impact of these tunnel closures, Amtrak
reported an operational loss of
approximately $60 million due to the
closures of four of its tunnels in the
region.6 These closings, although the
result of an extreme event and not a
structural or functional safety issue,
demonstrate the value of the continued
operation of tunnels. Because of their
importance to local, regional, and
national economies and to our national
defense, it is imperative that tunnels are
properly inspected to ensure the
continued safe passage of the traveling
public and commercial goods and
services.
Of particular concern is the
possibility of a fire emergency in one of
our Nation’s tunnels. Numerous
domestic and international incidents
demonstrate that tunnel fires often
result in a large number of fatalities. In
April 1982, seven people lost their lives
in the Caldecott tunnel, which carries
State Route 24 between Oakland and
Orinda, California, when a truck
carrying flammable liquid crashed and
subsequently collided with other
vehicles. In October 2001, 11 people
were killed when a fire erupted in the
Gotthard tunnel in Switzerland
following a head-on collision. In 2000,
162 people were killed when a fire
started in the Kaprun train tunnel in
Austria. In 1999, 39 people died when
a truck caught fire in the Mont Blanc
tunnel on the French-Italian border.
Tests of 26 tunnels in 13 European
countries in 2010 by the European
Tunnel Assessment Programme
indicated a number of inadequacies
related to fire safety, including missing
hydrants, no barriers to close the tunnel,
inadequate lighting, and insufficient
escape route signs.7 National inspection
standards are needed to ensure lights,
signs, barriers, and tunnel walls are
inspected and fire suppression systems
are maintained in safe and operable
condition. Such safety features are of
critical importance in the event of a fire
emergency.
Timely inspections of highway
tunnels not only enhance the safe
passage of the traveling public, they also
contribute to the efficient movement of
goods and people and to millions of
dollars in fuel savings. For example, the
Eisenhower/Johnson Memorial Tunnels,
located west of Denver on I–70,
facilitate the movement of people and
goods from the eastern slope to the
western slope of the Rocky Mountains.
6 https://www.amtrak.com/ccurl/920/456/AmtrakRequests-.pdf.
7 https://www.independent.co.uk/news/world/
europe/new-tunnel-rules-to-be-introduced-afterhigh-death-toll-7566220.html.
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The Colorado DOT estimates that the
public saves 9.1 miles by traveling
through these tunnels instead of over
U.S. Highway 6, Loveland Pass. In 2000,
approximately 28,000 vehicles traveled
through the tunnels per day, which is
equal to 10.3 million vehicles per year.8
Accordingly, FHWA estimates that by
traveling through the Eisenhower/
Johnson Memorial Tunnels, the public
saved approximately 90.7 million miles
of travel and millions of dollars in
associated fuel costs in 2000. These
tunnels help to expedite the transport of
goods and people, prevent congestion
along alternative routes, and save users
money and fuel. If these tunnels were
closed due to a collapse or other safety
hazard, the economic effects would be
considerable.
While the above examples do not
constitute a comprehensive list of issues
resulting from lack of inspections, they
do demonstrate why routine and
thorough tunnel inspection is vital to
uncovering safety problems and
preventing catastrophic failure of key
tunnel components.
II. Research Related to Tunnel
Inspections
In addition to the focus Congress has
given to tunnel inspection, the NTSB,
State DOTs, the IG, FHWA, and others
have conducted extensive research
related to tunnel design, construction,
rehabilitation, and inspection. The
following partial list of those activities
and projects related to tunnel safety all
underscore the need to develop
consistent and reliable inspection
standards.
A. Underground Transportation
Systems in Europe: Safety, Operations,
and Emergency Response.9 In 2005,
FHWA, the American Association of
State Highway and Transportation
Officials (AASHTO), and the National
Cooperative Highway Research Program
(NCHRP), sponsored a study of
equipment, systems, and procedures
used in the operation and management
of tunnels in 9 European countries
(Austria, Denmark, France, Germany,
Italy, Norway, the Netherlands, Sweden,
and Switzerland). One objective of this
scan was to identify best practices,
specialized technologies, and standards
used in monitoring and inspecting the
structural elements and operating
8 See https://www.coloradodot.info/travel/
eisenhower-tunnel/eisenhower-tunnel-interestingfacts.html.
9 Federal Highway Administration,
‘‘Underground Transportation Systems in Europe:
Safety, Operations, and Emergency Response,’’
Office of International Programs, FHWA–PL–06–
016, June 2006. An electronic format version is
available at: https://international.fhwa.dot.gov/uts/
uts.pdf.
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equipment of roadway tunnels to ensure
optimal performance and minimize
downtime for maintenance or
rehabilitation. As a result of the study,
the international team recommended
that the United States implement a riskmanagement approach to tunnel
inspection and maintenance. In regard
to current practices, the report states
that ‘‘only limited national guidelines,
standards, or specifications are available
for tunnel design, construction, safety
inspection, traffic and incident
management, maintenance, security,
and protection against natural or
manmade disasters.’’ The report also
notes that only ‘‘through knowledge of
the systems and the structure gained
from intelligent monitoring and analysis
of the collected data, the owner can use
a risk-based approach to schedule the
time and frequency of inspections and
establish priorities.’’
B. NCHRP Project 20–07/Task 261,
Best Practices for Implementing Quality
Control and Quality Assurance for
Tunnel Inspection.10 In response to
NTSB’s preliminary safety
recommendations resulting from the I–
90 Central Artery Tunnel partial ceiling
collapse investigation in Boston, FHWA
and AASHTO initiated this NCHRP
research project. The objective of the
project was to develop guidelines for
owners to implement quality control
and quality assurance practices for
tunnel inspection, operational safety
and emergency response systems
testing, and inventory procedures to
improve the safety of highway tunnels.
During the course of the project, the
researchers found that tunnel owners in
the United States inspect their
structures at variable intervals ranging
from 1 week to 6 years. The report states
that ‘‘[s]ince there is currently no
consistency in the tunnel inspection
techniques used by the various tunnel
owners, implementing NTIS and
developing a tunnel inspector training
program on applying those standards
will be vital to ensuring a consistent
tunnel inspection program for all
tunnels across the nation.’’
C. Best Practices for Roadway Tunnel
Design, Construction, Maintenance,
Inspection, and Operations.11 This
10 National Cooperative Highway Research
Program, ‘‘Best Practices for Implementing Quality
Control and Quality Assurance for Tunnel
Inspection,’’ Prepared for the AASHTO Technical
Committee for Tunnels (T–20), NCHRP Project 20–
07, Task 261 Final Report, October 2009. An
electronic format version is available at: https://
onlinepubs.trb.org/onlinepubs/nchrp/docs/
NCHRP20–07(261)_FR.pdf.
11 National Cooperative Highway Research
Program, ‘‘Best Practices for Roadway Tunnel
Design, Construction, Maintenance, Inspection, and
Operations,’’ Prepared for the AASHTO Technical
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domestic scanning tour was conducted
during August and September 2009, and
done in partnership with FHWA,
AASHTO, and NCHRP to determine if a
need existed for national tunnel
inspection standards and an NTI. The
scan focused on the inventory criteria
used by highway tunnel owners;
highway tunnel design and construction
standards used by State DOTs and other
tunnel owners; maintenance and
inspection practices; operations,
including safety, as related to
emergency response capability; and
specialized tunnel technologies. The
scan team found that the most effective
tunnel inspection programs were
developed from similar bridge
inspection programs. It was determined
that tunnel owners often use bridge
inspectors to inspect their tunnels
because bridges and tunnels are
designed and constructed with similar
materials and methods, exposed to
similar environments, and can be
reliably inspected with similar
technologies. As a result, the scan team
recommended that the development of a
tunnel inspection program be as similar
as possible to the current bridge
inspection program to further capitalize
on the success of the standards for
bridge inspection established through
the NBIS.
D. 2003 Informal FHWA Survey. In
2003, FHWA conducted an informal
survey to collect information about the
tunnel inventory, maintenance
practices, inspection practices, and
tunnel management practices of each
State. Of the 45 highway tunnel owners
surveyed, 40 responses were received.
The survey results suggest that there are
approximately 350 highway tunnels
(bores) in the Nation and they are
currently inspected by their owners at
intervals ranging from 1 day to 10
years.12 The average inspection interval
for the 37 responses that included data
on this measure was a little over 24
months (2.05 years).
E. Highway and Rail Transit Tunnel
Inspection Manual (HRTTIM).
Recognizing that tunnel owners are not
required to inspect tunnels routinely
and inspection methods vary among
entities that inspect tunnels, FHWA and
the Federal Transit Administration
developed the HRTTIM for the
Committee for Tunnels (T–20), NCHRP Project 20–
68A Scan 09–05 Final Report, April 2011. An
electronic format version is available at: https://
onlinepubs.trb.org/onlinepubs/nchrp/docs/
NCHRP20-68A_09-05.pdf.
12 The definition of a highway tunnel used in the
2003 survey pertained to a single ‘‘bore’’ or
constructed shape, but did not pertain to a given
tunnel name (i.e. a tunnel such as the Holland
tunnel in New York actually consists of two
tunnels, one in each direction).
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inspection of tunnels in 2003. These
guidelines, updated in 2005,13 outline
recommended procedures and practices
for the inspection, documentation, and
priority classification of deficiencies for
various elements that comprise a tunnel.
III. NTIS
Recognizing that the safety and
security of our Nation’s tunnels are of
paramount importance and pursuant to
the legislative mandate in MAP–21,
FHWA developed the NTIS. The FHWA
modeled the NTIS after the existing
NBIS, located at 23 CFR part 650,
subpart C. The more than 40-year
history of the NBIS has enabled the
States to identify and manage
deterioration and the emergence of
previously unknown problems in their
bridge inventory; evaluate those
structures properly; and make the
repairs needed to mitigate the escalating
cost of repairing or replacing older
bridges. Similar needs and concerns
exist for the owners of aging highway
tunnels. The NBIS provided a starting
point for designing a national tunnel
inspection program. The FHWA has
therefore modeled the NTIS after the
NBIS, and will make appropriate
changes in the NTIS as it gains more
experience with tunnel inspections and
safety problems. The NTIS will be
added under subpart E of 23 CFR part
650—Bridges, Structures, and
Hydraulics.
The NTIS require the proper safety
inspection and evaluation of all tunnels.
The NTIS are needed to ensure that all
structural, mechanical, electrical,
hydraulic, and ventilation systems and
other major elements of our Nation’s
tunnels are inspected and tested on a
regular basis. The NTIS will also
enhance the safety of our Nation’s
highway tunnels by making tunnel
inspections consistent across the
Nation.
The NTIS will create a national
inventory of tunnels that will result in
a more accurate assessment and provide
the public with a more transparent view
of the number and condition of the
Nation’s tunnels. Tunnel information
will be made available to the public in
the same way as bridge data contained
in the National Bridge Inventory (NBI).
The tunnel inventory data will also be
available in the annual report to
Congress required by MAP–21. The
tunnel inventory data will allow FHWA
to track and identify any patterns of
tunnel deficiencies and facilitate repairs
13 The Federal Highway Administration/Federal
Transit Administration ‘‘Highway and Rail Transit
Tunnel Inspection Manual,’’ 2005 edition, is
available in electronic format at: https://www.fhwa.
dot.gov/bridge/tunnel/management/.
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by States to ensure the safety of the
public. Tunnel owners will also be able
to integrate tunnel inventory data into
an asset management program for
maintenance and repairs of their
tunnels. The data collection
requirements in the NTIS are consistent
with the performance-based approach to
carrying out the Federal-aid highway
program established by Congress in
MAP–21. These requirements will fulfill
the congressional directive to establish
a data-driven, risk-based approach for
the maintenance, replacement, and
rehabilitation of highway tunnels. Such
an approach will help to ensure the
efficient and effective use of Federal
resources.
The NTIS will ensure that tunnels are
inspected by qualified personnel by
creating a certification program for
tunnel inspectors and a comprehensive
training course.
IV. Summary of Significant Changes
Made in the Final Rule
The final rule was revised in response
to comments received on the SNPRM
(78 FR 46118). The following
paragraphs summarize the most
significant of those changes. Editorial or
slight changes in language for
consistency are not addressed in this
section.
In § 650.505, a definition for end-ofcourse assessment was added. This
definition was needed to clarify the
qualification requirements for Program
Managers and Team Leaders in
§ 650.509.
Section 650.507 was retitled Tunnel
Inspection Organization
Responsibilities. Since the provisions of
this section deal primarily with the
responsibilities of a tunnel inspection
organization rather than the structure
and mechanisms of that organization,
the title was amended to better reflect
the content.
Language was added to § 650.507(e)(2)
to explicitly state that the Tunnel
Inspection Organization is responsible
for managing critical findings. The
MAP–21 assigns this responsibility and
the language in this section was added
to emphasize that requirement (23
U.S.C. 144(h)(2)(D) and 144(h)(3)(B)).
Section 650.507(e)(4) was added to
respond to comments received on
§ 650.509 Qualifications of Personnel.
This new paragraph was added to
ensure that adequately qualified
personnel inspect complex tunnels or
tunnels with distinctive features or
functions.
In § 650.509, the qualifications for
Program Manager and Team Leader
have been significantly altered in
response to comments received on the
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SNPRM. The majority of the
commenters requested relief from the
requirement that Program Managers and
Team Leaders must have a P.E. license
in addition to experience and training
requirements. With only minor
differences, the general qualifications
for Program Managers and Team
Leaders now closely mirror those for the
same positions under the NBIS. Under
the final rule, a P.E. license is only
required for Team Leaders if an FHWAapproved process determines that the
qualification is necessary to adequately
and appropriately inspect a tunnel that
is complex or has distinctive features or
functions. The FHWA eliminated the
training and national certification
requirements for inspectors other than
Program Managers and Team Leaders.
Instead, the appropriate training for
those inspectors is left to the discretion
of the responsible States, Federal
agencies, and tribal governments.
In § 650.511, the format of the
Inspection Date was altered in response
to comments. Some owners believe that
the four-digit year should be captured in
the NTI records. The FHWA concurs
and the required format is now MM/DD/
YYYY.
In § 650.513, in response to several
comments, the requirement to conduct a
load rating within 1 month of the
completion of an inspection was
extended to 3 months, and the
requirement to post a tunnel within 48
hours of the determination of need was
extended to 30 days. If an inspection
determined that deterioration had
significantly changed the capacity of an
element, it is expected that a load rating
would be conducted earlier than 3
months in order to ensure the safety of
the tunnel. Likewise, if an inspection
determined that the posting load was
significantly below the legal load as to
be a safety issue, it is expected that
posting would occur earlier than 30
days. These are examples of critical
findings that are required to be
addressed under this rule.
A number of non-substantive changes
were made to the regulatory text for
clarity and formatting purposes.
Regulatory History
The FHWA issued an ANPRM on
November 18, 2008, (73 FR 68365) to
solicit public comments regarding 14
categories of information related to
tunnel inspections to help FHWA
develop the NTIS. The FHWA reviewed
and analyzed the comments received in
response to the ANPRM and published
an NPRM on July 22, 2010 (75 FR
42643). In the NPRM, FHWA proposed
establishing the NTIS based in part on
the comments received in response to
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the ANPRM. The FHWA published an
SNPRM on July 30, 2013, (78 FR 46118)
in order to update NTIS for the
comments received on the NPRM and
incorporate the requirements mandated
in MAP–21. The FHWA received
comments on the SNPRM from 26
commenters, including: 16 State DOTs
(Alabama, Alaska, California, Florida,
Michigan, Missouri, New York, North
Carolina, Ohio, Oregon, Pennsylvania,
South Dakota, Tennessee, Texas,
Virginia, and Washington); 1
engineering consulting firm
(Architecture, Engineering, Consulting,
Operations, and Maintenance
Technology Corporation (AECOM)); 4
organizations (AASHTO, American
Council of Engineering Companies
(ACEC), National Society of Professional
Engineers (NSPE), and Professional
Engineers in California Government
(PECG)); 2 local authorities (the
Maryland Transportation Authority
(MdTA) and Metropolitan
Transportation Authority Bridges and
Tunnels of New York City (MTABT); 2
private citizens (William Wright and
John Williams); and 1 anonymous
commenter. This final rule addresses
the comments received on the SNPRM
and establishes the NTIS.
Section-by-Section Analysis
650.501 Purpose
The California DOT commented that a
regulation focused on in-service
inspection will not prevent another
occurrence of the Massachusetts ‘‘Big
Dig’’ failure.
The FHWA Response: With regard to
the ‘‘Big Dig’’ failure, the NTSB
investigation found that ‘‘had the
Massachusetts Turnpike Authority, at
regular intervals between November
2003 and July 2006, inspected the area
above the suspended ceilings in the D
Street portal tunnels, the anchor creep
that led to this accident would likely
have been detected, and action could
have been taken that would have
prevented this accident.’’ 14 The FHWA
concurs with NTSB that timely tunnel
routine (in-service) inspections are key
to preventing tunnel failures such as the
Big Dig failure.
The Missouri DOT commented that
although it seems logical to make the
NTIS similar to the NBIS, tunnels are
unique structures and should be treated
differently from bridges.
The FHWA Response: The FHWA did
use the NBIS as a starting point in
developing the NTIS. The NBIS have
proven successful in ensuring the safety
14 NTSB, Ceiling Collapse in the Interstate 90
Connector Tunnel 103 (2007), https://www.ntsb.gov/
doclib/reports/2007/HAR0702.pdf.
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of the Nation’s bridges for several
decades. However, FHWA recognizes
the difference between tunnels and
bridges and portions of the NTIS depart
from the companion provisions of the
NBIS where necessary.
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650.503 Applicability
The Alaska Department of
Transportation and Public Facilities
commented that owners should decide
whether a structure will be defined as
a tunnel, culvert, or bridge.
The FHWA Response: Where a
structure could be defined as either a
bridge or a tunnel, as in the case of a
‘‘tunnel’’ that is used to support a
roadway, this regulation gives the
structure’s owner the discretion to
determine how it will be classified
(tunnel, culvert, or bridge). Under such
a scenario the structure may be
classified as either a tunnel or a bridge,
but not both. Structures classified as
bridges would be subject to the NBIS,
while those structures classified as
tunnels would be subject to the NTIS.
Bridge-length culverts are classified as
bridges and are also subject to the NBIS.
When a structure functions solely as a
tunnel, FHWA expects that it will be
defined as a tunnel.
650.505 Definitions
American Association of State
Highway and Transportation Officials
(AASHTO) Manual for Bridge
Evaluation. The FHWA changed this
definition so that it’s consistent with the
incorporation be reference section. This
change allows the FHWA to require the
current version of the document to be
utilized.
Complex tunnel. The AASHTO and
the Ohio, Pennsylvania, and New York
DOTs commented that the definition of
‘‘complex tunnel’’ is too vague and that
a clearer definition is needed. They
suggest adding additional features like
geometrics, structural criteria, and/or
inclusion of functional systems to better
define a ‘‘complex tunnel.’’ The
Missouri DOT suggested that there is no
need to define ‘‘complex tunnel’’ since
all tunnels are complex by their nature
and will require an individual approach
for inspection. The Oregon DOT
suggested that the definition include
tunnels with multiple traffic levels,
multiple traffic directions, on/off ramps,
and ventilation systems that have
automated controls or fire suppression
systems.
The FHWA response: The FHWA
believes the modified version of the
AASHTO T–20 definition is adequate to
capture the structures targeted by this
regulation without overcomplicating the
determination of what is or is not a
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tunnel.15 The current definition clearly
states that a structure shall be inspected
and reported only once under either the
NBIS or the NTIS, but not both. The
FHWA believes that including
categories for tunnels, or additional
detailed language on functional systems
or type of construction, would narrow
what is intended to be a fairly broad
definition. Also, the definition for
complex tunnel addresses advanced or
unique structural elements or functional
systems.
Critical findings. The Texas DOT
suggested that FHWA define ‘‘critical
findings’’ for tunnels in order to ensure
national consistency. Ohio DOT
suggested considering a condition
coding of ‘2’ or less as the definition of
a ‘‘critical finding.’’
The FHWA response: The FHWA
believes it is not possible to create an
all-inclusive list of issues that could
exist in tunnels and that adding
additional language would limit the
definition of a ‘‘critical finding.’’
Tunnels will be inspected using an
element-level methodology included in
the Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual and, as a result, will not
generate condition codes.
End-of-course assessment. As
outlined in the below discussion,
FHWA has significantly altered the
qualification requirements for Program
Managers and Team Leaders in response
to comments. As a result, it became
necessary to include a definition for
‘‘end-of-course assessment’’ as this
phrase is now used in the determination
of the qualifications for a Program
Manager and Team Leader. The term
‘‘end-of-course assessment’’ means a
comprehensive examination given to
students after the completion of a
training course.
Inspection Date. Washington State
DOT questioned whether the official
Inspection Date is the first day or last
day of the inspection if the inspection
lasts for more than 1 day. Oregon DOT
and AASHTO noted that some States
record the Inspection Date as the date
the inspection was completed.
The FHWA response: Irrespective of
the duration of the inspection, the
‘‘Inspection Date’’ is the date,
established by the Program Manager, on
which the inspection begins.
Load rating. The Ohio DOT suggested
that under the definition for ‘‘load
rating,’’ ‘‘there are non-vehicular loads
the tunnel should account for i.e. rock
15 ‘‘AASHTO T–20’’ refers to the American
Association of State Highway and Transportation
Officials Highway Subcommittee on Bridges and
Structures, Technical Committee T–20 Tunnels.
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41355
impact, suspended systems.’’ The
AASHTO expressed concern that the
definition does not include the
evaluation of ‘‘tunnel ceiling hangers or
conduit attachments for dead load of the
ceiling itself and for live load produced
by trucks pushing air thru the tunnels
that creates a compression force on the
hangers.’’
The FHWA response: The current
definition of ‘‘load rating’’ in 23 CFR
650.305 is ‘‘the determination of the live
load carrying capacity of a bridge using
bridge plans and supplemented by
information gathered from a field
inspection.’’ The current definition in
the AASHTO Manual for Bridge
Evaluation is ‘‘the determination of the
live-load carrying capacity of an existing
bridge.’’ As the proposed definition is
consistent with 23 CFR 650.305 and the
AASHTO Manual, FHWA declines the
changes suggested by AASHTO and
Ohio DOT. In addition, the commenters’
suggested changes would effectively
incorporate structural evaluation, which
is separate from load rating. Structural
evaluation can be required by the owner
at any time and should occur
automatically if damage or deterioration
with the potential to affect performance
is detected through an inspection.
Routine permit load. Ohio DOT
suggested that the definition for
‘‘routine permit load’’ should also
include ‘‘geometrics taking into
consideration the limited size,
curvature, and traffic control associated
with permitted vehicles through
tunnels.’’
The FHWA response: The FHWA
believes the definition in this rule is
consistent with the definition used in
the NBIS and is commonly accepted and
understood within the bridge and
tunnel community. Routine permit
loads need to be defined for the
purposes of this rule because they are
used to conduct load ratings. While
factors like geometrics and traffic
control are important considerations for
evaluating safe passage of vehicles in
tunnels, for the purposes of defining
routine permit load, they are
unnecessary.
Tunnel. California and Ohio DOTs
suggested that the definition of ‘‘tunnel’’
include such physical parameters as
linear length, length to width, forced
ventilation to limit carbon monoxide
buildup, fire suppression systems,
structures bored or mined through
undisturbed material, emergency egress,
and depth of cover. They suggested that
the definition needs to be explicit to
ensure public entities are able to
consistently distinguish the difference
between a tunnel, bridge, and culvert.
The South Dakota DOT questioned
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whether FHWA intends for the tunnel
inventory to include ‘‘short/small hard
rock unlined tunnels that have no man
made structural components.’’
Tennessee DOT suggested that the
definition ensures a structure is exempt
from the tunnel inspection program
only if it is being inspected under the
NBIS as a full bridge record, as opposed
to only an underpass record. They also
suggested that FHWA include a
minimum length in the definition.
Tennessee DOT explained that ‘‘the
length should be selected such that it is
large enough to exclude normal
underpass structures but will include
any structure that is long enough to
require the special attributes (lighting,
ventilation, etc.) of true tunnels.’’ They
recommended a length of 50 meters.
Florida DOT interpreted the proposed
definition of ‘‘tunnel’’ to say that if a
tunnel is inspected and inventoried as
part of their bridge inspection program,
then they don’t have to include that
tunnel in a tunnel inspection program.
The FHWA response: The FHWA
believes the modified version of the
AASHTO T–20 definition is adequate to
capture the structures targeted with this
proposed regulation without overly
complicating the determination of what
constitutes a tunnel. Consistent with the
majority of the comments received on
the ANPRM and the NPRM, this
definition does not include a minimum
length. The FHWA believes that
including categories for tunnels, or
additional detailed language on
functional systems or type of
construction, would narrow what is
intended to be a broad definition. Also,
the definition for ‘‘complex tunnel’’
addresses advanced or unique structural
elements or functional systems. Finally,
if a State DOT classifies a structure as
a tunnel, it will need to be inspected
and inventoried under NTIS. If a
structure serves a dual purpose and is
already being inspected and inventoried
under NBIS, it will be the State DOT’s
decision to reclassify the structure as a
tunnel.
Washington State DOT noted that the
‘‘tunnel’’ definition ‘‘does not make
reference to load carrying element. In
fact it states ‘‘bridges’’ are covered
separately under the NBI.’’ The
Washington State DOT suggested that
FHWA modify the definition to clarify
what the load rating requirements are
referring to, and whether the load
ratings for traffic carrying elements will
be reported under NTIS or NBIS.
The FHWA Response: Within the
NTIS regulations, the definition of load
rating includes the phrase ‘‘the
determination of the vehicular live load
carrying capacity within or above the
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tunnel.’’ As the commenter notes, these
structures do not include bridges or
culverts. Therefore these elements will
be reported to the NTI.
Tunnel inspection experience. The
Washington State DOT noted that
‘‘tunnel inspection experience’’ should
include experience in similar fields
such as bridge inspection. The Ohio
DOT suggested that the definition for
tunnel inspection experience is too
restrictive and will encourage entities to
code potential tunnels as bridges.
The FHWA response: The FHWA
added language in the SNPRM to clarify
the criteria to be used in evaluating
years of experience under § 650.509(a),
including: The relevance of the
individual’s actual experience, exposure
to problems or deficiencies common in
the types of tunnels inspected by the
individual, complexity of tunnels
inspected relative to the individual’s
skills and knowledge, and the
individual’s understanding of data
collection needs and requirements.
Under the NTIS, tunnel inspection
experience is only one of the
requirements used to evaluate the
eligibility of a Program Manager or
Team Leader.
Oregon DOT and AASHTO noted that
owner agencies have very few tunnels in
comparison to bridges, making it
unlikely that tunnel inspection will be
a full time job in most agencies. They
raised their concern that, as proposed,
the experience requirement would cause
inspection outsourcing. To address this,
they suggested modifying the definition
of ‘‘tunnel inspection experience’’ to
make participation in a single tunnel
inspection per calendar year sufficient.
The FHWA response: The FHWA
believes that flexibility is built into the
regulation in that it only requires the
individual to actively participate in the
performance of tunnel inspections in
accordance with the NTIS, in either a
field inspection, supervisory, or
management role. It is expected that the
Program Manager use his or her
judgment in the evaluation of whether
a Team Leader has reasonable
experience in any given year to satisfy
that year’s experience criteria.
Tunnel-specific inspection
procedures. Virginia DOT commented
that ‘‘written documentation should not
be required for damage or special
inspections.’’ Oregon DOT and
AASHTO expressed concern that if this
requirement is not limited, FHWA could
impose requirements for maintenance,
drainage, operational, damage, or
special inspections that would greatly
restrict an owner’s ability to manage and
operate their tunnels.
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The FHWA response: The FHWA
agrees that it would be difficult to write
specific procedures for any damage
incident that could occur in a tunnel or
special inspection that would be
necessary for tunnel components.
However, general guidance should be
included in each structure inspection
procedure to address how the inspectors
should inspect and document a damage
or special inspection of deficient tunnel
components.
650.507 Tunnel Inspection
Organization Responsibilities
The PECG commented that they
‘‘firmly believe that the inspection
process is inherently governmental’’ and
that the regulation should ‘‘clearly state
that a State is required to use their own
professional staff to perform tunnel
inspection functions unless the State
lacks its own current or obtainable
professional staff with the qualifications
and capacity to perform the
inspections.’’
The FHWA Response: The final rule
includes the qualification requirements
for personnel who will manage, plan,
and conduct tunnel inspections. The
FHWA is not in a position to determine
the most efficient and effective way for
an owner to identify the personnel
needed to meet those qualifications.
Therefore, owners will need to make
individual decisions based on the best
use of their program resources.
Michigan DOT questioned whether
this final rule would apply to privately
or locally owned tunnels and, if so,
whether the State program manager be
responsible for inventory and inspection
according to NTIS.
The FHWA Response: The MAP–21
legislation mandates that the NTIS
apply to all highway tunnels. Therefore,
if a privately or locally owned tunnel
not owned by a Federal agency or tribal
government services a public roadway,
then it is subject to this final rule and
the State DOT is ultimately responsible
for the inspection and inventory of that
tunnel.
Ohio DOT noted that State law does
not give the Ohio DOT the authority to
inspect, or cause to be inspected, locally
owned tunnels. The AASHTO and
Oregon DOT commented that some
State laws do not allow the State DOT
to conduct these inspections unless
there is an executed agreement with the
local owner.
The FHWA Response: This
requirement is similar to the long
standing requirement for the inspection
of bridges under the NBIS. Under 23
U.S.C. 302, a State DOT is required to
have adequate powers to fulfill its
duties. If the current legal or regulatory
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authority does not exist within a State
to carry out this responsibility, the State
DOT should seek that authority through
the appropriate legislative process.
New York State DOT commented that
many large tunnels are locally owned
and suggested that FHWA deal directly
with those owners instead of with the
State highway agencies. New York State
DOT also commented that requiring a
State that owns a small number of small
tunnels to establish a Tunnel Inspection
Organization is a ‘‘waste of resources,
ineffective, and unnecessary.’’ Ohio and
Missouri DOTs also commented that
States with a small number of tunnels
should not be required to have a
Program Manager or establish a Tunnel
Inspection Organization, respectively.
The FHWA Response: Under 23
U.S.C. 302, FHWA’s primary
relationship in a State is with the State
DOT. The State DOT maintains the
primary relationship with the local
owners within its borders. As such, the
State DOT is in the best position to
manage the inspection and inventory of
locally owned tunnels. For States that
have a small number of tunnels and
cannot easily incorporate a tunnel
inspection organization into their bridge
inspection organization, it might be
more effective for the State DOT to
contract out many of the elements of a
Tunnel Inspection Organization to
another party. Although the delegation
of some functions is permitted under
this final rule, the State DOT retains all
of the responsibilities detailed in the
regulation.
Florida, Missouri, Texas, Michigan,
New York State, and Virginia DOTs and
AECOM questioned whether it was
realistic, feasible, or necessary for a
State DOT to maintain a registry of
nationally certified tunnel inspectors.
Several suggested that FHWA or another
nationally recognized organization
assume the responsibility. Virginia DOT
also commented that the registry should
include an inspector’s current
organizational information.
The FHWA Response: FHWA believes
it is important for each State DOT to
maintain a State-specific registry of
certified inspectors who perform or
have performed inspections on their
tunnels. There are a number of reasons
that each State should maintain this
registry. The registry can be used to
communicate with inspectors who work
in that State to announce such things as
anticipated work, training requirements,
and training opportunities. Statespecific requirements for inspectors can
be incorporated and data quality is more
easily maintained at the State level.
Also, information affecting the good
standing of any inspector would be
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local. With regard to the registry
containing an inspector’s organizational
information, FHWA intended the
requirement for the registry to contain
an inspector’s contact and
organizational information.
Washington DOT questioned whether
the requirement that the nationally
certified tunnel inspector registry
include a method to positively identify
each inspector means that the registry
should include photo identification.
The FHWA Response: FHWA did not
intend to imply that a photograph was
required for positive identification of an
inspector. The FHWA also does not
intend to dictate what method is used
by a State DOT in fulfilling this
requirement. However, a unique
numbering system that positively ties an
individual to a certification record
would satisfy this requirement.
New York State DOT commented that
clarification was needed regarding the
collection of information that may affect
the good standing of an inspector. They
note that maintaining this information
may also subject the State DOT to
unnecessary legal exposure.
The FHWA Response: It is the intent
of FHWA to ensure that all inspectors
meet the requirements of national
certification and that they have not
previously demonstrated behavior that
could call into question whether the
inspector could be trusted to adequately
perform all assigned inspection
activities. The level of detail needed in
the information collected to challenge or
negate an inspector’s good standing is
left to the judgment of the State DOT.
The AASHTO and Oregon DOT
commented that some States may have
specific requirements for tunnel
inspectors that are more restrictive or
robust than national standards, and it
would be an unnecessary burden to
maintain two separate lists of
inspectors—one for those meeting State
requirements and one for those meeting
national requirements.
The FHWA Response: It is not the
intent of FHWA to require States to
maintain a Federal-specific registry of
certified tunnel inspectors. As long as
the registry used by the State DOT
fulfills the requirements of this
regulation, it may also be used to
maintain State specific information
about each inspector.
650.509 Qualifications of Personnel
California, Texas, South Dakota,
Michigan, Missouri, and Pennsylvania
DOTs commented that requiring the
Program Manager to have 10 years of
tunnel inspection experience, be a P.E.,
and be a nationally certified tunnel
inspector is excessive and cautioned
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41357
that many States do not have staff that
meet these requirements. Texas DOT
recommended requiring 5 years of
tunnel inspection experience in
combination with a P.E. license. The
MdTA supported the requirement that a
Program Manager have a P.E. license.
Florida DOT also supported the
requirement for Program Managers to
have a P.E. license but thought 10 years
of inspection experience was excessive
and preferred a requirement for 1 or 2
years of inspection experience. Ohio,
Alaska, and New York State DOTs and
AASHTO requested that consideration
be given to add an experience
component to allow non-P.Es. to
perform the Program Manager role,
similar to the NBIS. Another
consideration offered by South Dakota
DOT was that qualification
requirements for a Program Manager be
risk-based, depending on the
complexity of an owner’s tunnels. The
MTABT commented that in addition to
the P.E. license, 10 years of tunnel or
bridge inspection experience, and
comprehensive training, the Program
Manager should have extensive
experience in tunnel design and tunnel
construction.
The FHWA Response: The FHWA has
reconsidered the requirement that a
Program Manager be a P.E. Recognizing
the success that the NBIS has had using
Program Managers qualified by
experience in lieu of a P.E., the
qualifications for a Program Manager in
NTIS are now similar to those in the
NBIS. A Program Manager shall, at a
minimum, be a registered Professional
Engineer or have 10 years of tunnel or
bridge inspection experience, be a
nationally certified tunnel inspector,
and be able to determine the minimum
qualifications for a Team Leader.
Alabama, Alaska, California,
Missouri, New York State, North
Carolina, and Pennsylvania DOTs and
AASHTO commented that the proposed
P.E. requirement for Team Leaders, in
addition to tunnel inspection
experience and inspector certification,
is too restrictive and that the
requirements for Team Leaders should
mirror those of the NBIS. The MdTA
agreed that the Team Leader should be
required to have a P.E. Several States
commented that the P.E. requirement
would preclude in-house inspectors
who have gained knowledge and
experience from performing tunnel
inspections or are seasoned bridge
inspectors from filling these positions.
The FHWA Response: The FHWA has
reconsidered the P.E. license
requirement proposed for Team Leaders.
Recognizing the success that the NBIS
has had using Team Leaders qualified
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by experience in lieu of a P.E. license,
the qualifications for a Team Leader in
NTIS are now similar to those in NBIS.
However, FHWA added an additional
requirement that requires a Program
Manager to determine when a Team
Leader who is leading the inspection of
a complex tunnel or a tunnel with
distinctive features or functions must
have a P.E. license.
Washington State DOT commented
that the proposed rule should require a
minimal level of prior inspection
experience to become a lead inspector.
The FHWA Response: The FHWA
agrees that Team Leaders should have
prior inspection experience and has
added the requirement to the final rule.
Team Leaders are now required to have
either a P.E. license and at least 6
months of inspection experience, 5
years of inspection experience, or a
combination of education, certification
with 2 years of inspection experience.
The MdTA commented that any
mechanical or electrical engineers
supporting a tunnel inspection should
only need their P.E. license and any
discipline-specific certifications, and
should not be required to be nationally
certified tunnel inspectors. The MdTA
commented further that the disciplinespecific staff supporting an inspection
should just know how to perform their
job (InterNational Electrical Testing
Association testing for example) and
should not be required to be familiar
with tunnel inspection in general.
Similarly, Missouri DOT noted that
inspectors of functional systems should
not be required to be nationally certified
tunnel inspectors.
The FHWA Response: The FHWA
agrees with the comments and has
limited the requirement for national
certification as a tunnel inspector to the
Program Manager and Team Leader.
Washington State DOT questioned
whether a Team Leader for unlined
tunnels will need a P.E. license in the
field of geotechnical engineering.
The FHWA Response: The FHWA
does not believe it necessary to identify
the discipline of a P.E. license since
license holders are ethically bound to
practice engineering only in their area of
expertise. However, under the
provisions of the final rule, the Program
Manager will determine whether a Team
Leader mush have a P.E. license and any
additional requirement of that license in
accordance with the FHWA-approved
process developed by the Tunnel
Inspection Organization. The definition
for Professional Engineer in section
650.505 of the rule emphasizes that a
P.E. is limited to practicing within their
area of expertise. Further, FHWA
believes it is the responsibility of the
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Team Leader to assemble a team of
inspectors with appropriate expertise
and experience to inspect the various
elements, components, and systems that
comprise the tunnel.
The ACEC expressed support for
requiring both Program Managers and
Team Leaders to have a P.E. license.
The FHWA Response: The FHWA has
reconsidered the requirement that a
Program Manager and a Team Leader
must be a P.E. Recognizing the success
that the NBIS has had using Program
Managers and Team Leaders qualified
by experience in lieu of a P.E., the
qualifications for a Program Manager
and a Team Leader in NTIS are now
similar to those in the NBIS. However,
FHWA added an additional requirement
that requires a Program Manager to
determine when a Team Leader who is
leading the inspection of a complex
tunnel or a tunnel with distinctive
features or functions must have a P.E.
license.
Missouri, Oregon, and Washington
State DOTs and NSPE suggested that the
requirement that the Program Manager
be a nationally certified tunnel
inspector is excessive.
The FHWA response: The FHWA
believes that due to the difference in the
complexity of the structures that are
being inspected under the NTIS, and the
need for a general understanding of the
functional systems included in the
design of these structures, this
requirement is appropriate for Program
Managers.
Washington State DOT and MTABT
stated that the experience listed in
§ 650.509(a)(1) is not clear or relevant.
The FHWA response: The FHWA
believes that §§ 650.509(a)(1), (2), and
(3) are all measures that may be used in
evaluating the Program Manager’s 10
years of experience requirement.
Section 650.509(a)(1) addresses an
individual’s field experience in leading
an inspection team (bridge or tunnel).
This is just one skill set that a Program
Manager should possess to understand
the challenges associated with the
tunnel inspection program.
Oregon DOT and AASHTO suggested
that any tunnel inspection experience
gained in a given year should be
counted as credit for that year.
The FHWA response: The relevance of
an individual’s actual experience,
including the extent to which the
individual’s experience on at least one
tunnel inspection per calendar year has
enabled the individual to develop the
skills needed to properly lead a tunnel
safety inspection, will be determined by
the Program Manager.
The AASHTO commented that
§ 650.509(a)(1) will increase its
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members’ costs because some States will
lack qualified inspectors and may be
forced to hire consultants to do
inspections. The AASHTO further
indicated that States ‘‘would like to
have the ability to perform interim
inspections of special focus areas with
bridge inspectors that have taken the
tunnel inspector training.’’
The FHWA response: The FHWA
believes that the minimum criteria
established in § 650.509(a) are necessary
to ensure that tunnel inspectors are
qualified to inspect tunnels.
California DOT questioned why
experienced bridge inspectors who have
not completed the certification training
are not qualified to inspect tunnels
under the direction of a Team Leader.
North Carolina and Oregon DOTs and
AASHTO suggested that the Program
Manager should be able to establish
State-specific qualifications for
inspectors of functional systems.
The FHWA Response: The FHWA has
reconsidered the requirement that all
tunnel inspectors need to be nationally
certified. Under the final rule, only the
Program Manager and Team Leaders are
required to be nationally certified
tunnel inspectors. However, FHWA
believes it is the responsibility of the
Team Leader to assemble a team of
inspectors with appropriate expertise
and experience to inspect the various
elements, components, and systems that
comprise the tunnel.
Pennsylvania DOT and AECOM
suggested that FHWA consider
addressing qualifications for inspectors
of functional systems. Pennsylvania
DOT suggested more flexibility in those
qualifications. South Dakota DOT
suggested that inspectors of unlined
tunnels should have a geotechnical
background.
The FHWA Response: The FHWA
believes it is the responsibility of the
Team Leader to assemble a team of
inspectors with appropriate expertise
and experience to inspect the various
elements, components, and systems that
comprise the tunnel.
California DOT noted that the
development of the specialized training
and procedures by FHWA to improve
inspections would benefit States, but is
concerned about deadlines because no
training program currently is in place.
The FHWA Response: The FHWA
agrees that training for tunnel
inspection is a critical part of the NTIS
program, and we are actively working
with National Highway Institute (NHI)
to complete the development of this
training. It is the intent of FHWA that
the required training will be available
shortly after the final rule is published,
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which should provide sufficient time for
all deadlines to be met.
California DOT noted that there is no
current national certification program.
The FHWA Response: The FHWA
added the requirements for nationally
certified tunnel inspectors in the
SNPRM as a result of the requirements
of MAP–21. The FHWA is developing
training and expects that the training
required to become a nationally certified
tunnel inspector will be available soon
after the effective date of this final rule.
Oregon DOT commented that States
should be able to establish inspector
qualifications and maintain their own
certification lists.
The FHWA Response: Because of the
variability and complexity of the
structures that are being inspected
under the NTIS, FHWA believes that
minimum national standards for
inspectors will bring national
consistency to tunnel inspections,
evaluations, and data collection/
submission. However, State DOTs may
require additional qualifications for
tunnel inspectors in their State. Any
State maintained certification list or
registry of inspectors that meet the
minimum requirements of this final rule
can serve as the State’s registry of
nationally certified tunnel inspectors.
The MTABT commented that ‘‘the
development and initiation of National
Tunnel Inspector certification programs
should be administered by individual
States, similar to the Bridge Inspector
certification and in advance of the
effective date of this rule.’’
The FHWA Response: The FHWA has
approved alternate bridge inspection
training courses used to meet the NBIS
comprehensive training requirements;
however, most States use the FHWAdeveloped training. Similarly, under the
NTIS, FHWA will permit States to use
FHWA-approved training in order for
inspectors to meet the qualifications for
national certification. Also, FHWA
agrees that States should maintain a
registry of nationally certified tunnel
inspectors that work in their State.
Washington State DOT asked whether
the training to be a ‘‘nationally certified
tunnel inspector’’ will be ‘‘specific to
each discipline (structural, mechanical,
electrical).’’
The FHWA Response: The FHWA
intends for the proposed tunnel
inspection training course to be
comprehensive in nature. This training
course will cover the content of the
TOMIE Manual and the Specifications
for the NTI. The FHWA believes that
adequate guidance is provided in these
manuals to inspect and code the
conditions of tunnel elements.
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Florida DOT asked how long a State
Highway Agency will have after a new
Program Manager is designated for this
individual to take the required
comprehensive course.
The FHWA Response: The FHWA is
currently developing a comprehensive
tunnel inspection training course. We
believe that it will be available for all
owners to ensure that all programmatic
requirements can be met and the initial
inspections completed within 24
months from the effective date of this
final rule. The FHWA expects future
Program Managers to meet the
requirements of NTIS before they are
designated as the Program Manager.
California DOT questioned why
refresher training for tunnels must be
FHWA-approved and why refresher
training is required every 48 months for
tunnel inspectors. California DOT noted
that there is no similar refresher training
requirement in NBIS and suggested that
NTIS be consistent. Similarly, New York
State DOT suggests removing 48-month
refresher training requirement to be
consistent with NBIS for bridge
inspections. Virginia DOT requested
that the refresher training requirement
interval be no less than 60 months.
California DOT also asked how various
disciplines (structural, mechanical, and
electrical) will recertify.
The FHWA Response: The final rule
has been revised to extend the interval
for required refresher training to 60
months. Also, only Program Managers
and Team Leaders are required to attend
refresher training. The purpose of
refresher training is to improve the
quality of tunnel inspections, introduce
new techniques, and maintain the
consistency of the tunnel inspection
program once every 60 months. The
required refresher training will be
comprehensive and will cover all
disciplines. The FHWA currently
requires its approval for bridge
inspection training and bridge
inspection refresher training.
The ACEC expressed support for the
requirement that inspectors complete a
comprehensive training course and
periodic ‘‘refresher’’ courses in order to
be certified, as provided in § 650.509(e).
The FHWA Response: The FHWA
acknowledges the comment.
650.511 Inspection Interval
Alaska DOT commented that the
initial inspection requirement for
existing tunnels should be extended to
3 years from the effective date of this
final rule if the existing tunnels are not
currently inspected at a shorter interval.
The AECOM commented that it will be
a challenge for tunnel owners to meet
the requirements of NTIS in 24 months
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41359
and suggested that FHWA consider a
phased approach.
The FHWA Response: The FHWA
appreciates the challenge that
implementation of this final rule will
pose for tunnel owners. However, the
24-month requirement for both the
initial and routine inspections was
supported by comments on the NPRM
received from State DOTs, AASHTO,
and others. In addition, tunnels are
constructed with similar materials and
methods and face similar deterioration
mechanisms as bridges, and the 24month inspection interval required for
bridges under NBIS has proven very
successful. As a result of the significant
support for this interval of inspection
and the success of past practice in the
bridge industry, FHWA elects to keep
the initial inspection requirement at 24
months.
Alaska DOT also commented that the
requirement for an initial inspection
should be waived if an existing tunnel
is already regularly inspected and that
FHWA should permit the Program
Manager to waive the requirement for a
routine inspection when a tunnel is
regularly inspected in a more rigorous
manner.
The FHWA Response: The FHWA will
not waive the requirement for an initial
inspection. The initial inspection is
intended to provide the baseline of
inventory and condition information
needed to fulfill the requirements of
NTIS. However, if a tunnel is already
regularly inspected and the State DOT
can document that the latest inspection
was conducted in accordance with the
minimum requirements of NTIS, FHWA
will accept the inventory and condition
data from that inspection as the initial
inspection. This information will
establish the Inspection Date for the
tunnel and then compel the next routine
inspection at the appropriate interval.
The FHWA will not waive the
requirement for a routine inspection of
a tunnel that is regularly and rigorously
inspected. However, if a tunnel is being
regularly inspected in a more rigorous
manner than required by NTIS, FHWA
will recognize those inspections as
meeting the definition of a routine
inspection.
With regard to the requirement for
initial inspection, Ohio DOT
commented that 12 months is too short
of a time period to enact such a
comprehensive program that includes a
new manual, training, possible
contracts, and staffing components.
The FHWA Response: The time period
proposed in the SNPRM and included
in this final rule for conducting the
initial inspection is 24 months from the
effective date of the final rule.
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Ohio DOT commented that the
criteria used to support an extended
routine inspection interval should be
established before issuing the regulation
to eliminate inconsistencies between
FHWA Division Offices. Ohio DOT also
commented that in addition to the
factors listed in the SNPRM, the criteria
should include access for emergency
vehicles, traffic evacuation, and
response to emergencies. Oregon and
Virginia DOTs and AASHTO suggested
removing the list of risk factors.
The FHWA Response: The FHWA has
not attempted to produce an allinclusive list of the criteria that need to
be considered in order to justify an
extended routine inspection interval. A
general list of factors to be assessed is
included in the final rule, but FHWA
believes it is the responsibility of the
State DOT to produce an appropriate
evaluation that considers the risk
associated with the particular
circumstances of a tunnel in justifying
an extended routine inspection interval.
The FHWA has provided these general
criteria to establish a minimum baseline
and create consistency.
Washington State DOT commented
that requiring an initial inspection for
new tunnels before opening to traffic is
‘‘overly restrictive and does not match
[the] direction [of] the NBIS.’’
Washington State DOT suggested
requiring the inventory inspection
within 90 days of a tunnel opening and
the functional system inspection prior
to the opening of the tunnel.
The FHWA Response: The FHWA
believes that the thoroughness and
efficiency of an initial tunnel inspection
is increased when it is conducted prior
to opening. In this scenario, FHWA
thinks it likely that the initial inspection
to fulfill the requirements of NTIS will
be conducted concurrent with the final
construction inspection. Because
tunnels, unlike most bridges, typically
contain many elements that are
suspended or otherwise fixed over the
travel lanes, FHWA wants the initial
inspection of new tunnels to be
conducted prior to opening the tunnel
to ensure the safety of the traveling
public.
Texas DOT suggested that the routine
Inspection Date be reported in a month,
day, and year (MM/DD/YYYY) format
and that the whole 4-digit year be used.
The FHWA Response: The FHWA
agrees with the suggestion and has
revised the final rule to require the
routine Inspection Date in a month, day,
and year format with a 4-digit year.
The MTABT suggested an interval of
10 years between ‘‘comprehensive
inspections (in-depth inspections) for
all structural and functional systems.’’
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The MTABT also commented that
‘‘[r]outine [i]nspection intervals and
intensity also be variable based on
continuous routine maintenance and a
full time presence of maintenance,
operations, and engineering staff onsite.’’ Alaska, Michigan, and Texas
DOTs suggested that routine inspection
intervals should be determined by
States, by their Program Managers and
Team Leaders, using a risk-based
method. The Texas and Michigan DOTs
suggested that routine inspection
intervals should be determined by
States using a risk-based method. The
Alaska and Oregon DOTs commented
that the frequency and type of
inspection should be established by the
owner and not regulated by Federal
agencies.
The FHWA Response: The FHWA
believes that the similarities between
bridge and tunnel construction
materials and associated deterioration
mechanisms, design methodologies, and
inspection technologies and protocols,
along with the long-standing success of
the 24-month inspection interval under
NBIS and the current inspection
activities of many tunnel owners,
support the establishment of a 24-month
routine inspection interval under NTIS.
The FHWA also believes that there is
flexibility in the final rule to
accommodate both extended routine
inspection intervals after consideration
of appropriate factors and more rigorous
inspection procedures based on the
needs of a particular tunnel.
Washington State DOT stated that
they currently inspect some tunnels on
a 48-month interval and asked whether
they will have to inspect them on a 24month interval or provide FHWA a
written request justifying the extended
routine inspection interval as a result of
the final rule.
The FHWA Response: For tunnels
currently inspected on a 48-month
interval, the tunnel owner will be
required to either reduce the inspection
interval to 24-months, or receive
approval from FHWA for the extended
inspection interval. The FHWA’s
approval will be based on submission of
a written justification that considers the
appropriate criteria provided in the final
rule.
Washington State DOT commented
that tunnel lining type should affect
inspection interval and recommended
that unlined tunnels and some types of
lined tunnels should not be permitted
for consideration of the extended
inspection interval.
The FHWA Response: The FHWA
expects that all appropriate risk factors
need to be assessed when justifying an
extended routine inspection interval.
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The tunnel owner is the best judge of
the comprehensive list of criteria to be
reviewed for a particular tunnel. The
type and condition of the tunnel lining,
although not explicitly stated in the
regulation, should be considered as part
of the assessment. The general criteria
listed in the final rule include tunnel
complexity, geotechnical conditions,
and known deficiencies which should
prompt a consideration of the type and
condition of the tunnel lining.
Texas DOT suggested that there
should be no maximum tolerance for
early inspections.
The FHWA Response: Under the final
rule, tunnel owners are allowed to begin
an inspection 2 months before or after
the Inspection Date to maintain that
date in NTI. Inspections started prior to
the 2-month tolerance given to the
Inspection Date would require the
Program Manager to modify the routine
Inspection Date for a tunnel in order to
maintain the regular 24-month interval.
The FHWA believes that the need to
modify this date should be minimized
in order to avoid confusion in the data
and history of inspection. However, the
flexibility does exist for the Program
Manager to modify the date if it is in the
best interest of the tunnel owner, or
traveling public to have a routine
inspection started prior to the 2-month
tolerance.
650.513 Inspection Procedures
California DOT commented that the
manual incorporated by reference is still
a draft.
The FHWA Response: The FHWA
released the TOMIE Manual as a draft
because we were seeking comment on
the contents from State DOTs and
others. The FHWA will issue a final
version of the TOMIE Manual with this
final rule.
Ohio DOT asked whether elementlevel inspections will be required or if
NBIS condition rating inspections will
be permitted.
The FHWA Response: The TOMIE
Manual and the Specifications for the
NTI, both incorporated by reference in
this final rule, require element-level
inspections and include condition state
language.
Virginia DOT suggested that it is not
necessary to have the Team Leader at
the tunnel at all times during
inspection, especially for components in
which the Team Leader is not
necessarily involved, as long as
reporting procedures are in place for
priority/critical findings.
The FHWA Response: The FHWA
believes that while the Team Leader
may not be able to add considerable
technical expertise during a functional
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system inspection, there are many
quality control checks on data,
documentation, safety, procedural
checks, etc., that would be expected of
the Team Leader while an inspection is
being performed.
The MTABT suggested adding a
requirement to the tunnel inspection
manual for periodic settlement and
sounding surveys for subaqueous
tunnels. They further suggested that this
testing would be valuable because any
significant change in the amount of
cover over a tunnel may change the
stresses imposed on the tunnel linings.
The MTABT also commented that the
scope of inspections could be variable,
excluding, for example, systems under
rehabilitation, newly in-service, or
recently tested.
The FHWA Response: The FHWA
believes it is the responsibility of the
Team Leader to assemble a team of
inspectors with appropriate expertise
and experience to inspect the various
elements, components, and systems that
comprise the tunnel. The FHWA also
believes that the scope of inspections
will vary over time, based on the needs
of a particular tunnel, and that the Team
Leader, working with the Program
Manager, will identify those needs and
the appropriate level of inspection rigor.
Ohio DOT suggested that the
requirement to prepare and document
tunnel-specific inspection procedures
for each tunnel is ‘‘overkill.’’ They
recommended that FHWA limit this
requirement to only complex tunnels or
clarify that the requirement will not
result in unnecessary inspection
manuals.
The FHWA Response: The FHWA
expects that less detailed procedures
will be developed for less complex
tunnels.
Pennsylvania DOT requested clearer
guidance on data and inventory
reporting requirements for functional
(non-structural) systems and inspection
procedures.
The FHWA Response: The FHWA has
developed the content of the TOMIE
Manual and the Specifications for the
National Tunnel Inventory to provide
adequate guidance to inspect and code
the conditions of these functional
systems.
South Dakota DOT recommended
different tunnel classifications with
corresponding requirements based on
risk and complexity.
The FHWA Response: The FHWA
recognizes that there are differing types
of tunnel construction. The FHWA
believes it is the Program Manager’s
responsibility to establish a team of
suitable inspectors to properly inspect a
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tunnel based on the risks associated
with that tunnel.
The AASHTO suggested that written
inspection procedures should be
required only for the structural portion
of the routine and in-depth inspections,
but not for damage or special
inspections.
The FHWA Response: The FHWA
acknowledges that it would be difficult
to write specific procedures for every
damage incident that could occur in a
tunnel or special inspection that would
be necessary for tunnel components.
General guidance should be included in
each structure inspection procedure to
address how the inspectors would
inspect and document a damage or
special inspection of deficient tunnel
components.
Missouri DOT suggested that the NTIS
regulations are too specific and
complicated. They recommended that
States write a tunnel-specific manual to
cover all the components within a
tunnel, qualifications needed for
inspectors, inspection frequency for all
components, load ratings, etc. They
suggested that the contents of this
manual would ultimately need to be
agreed upon by FHWA and the State.
The FHWA Response: The FHWA
modeled the complexity and level of
detail of the NTIS after the NBIS. Under
NTIS, States are free to develop tunnelspecific procedures and manuals as long
as they comply with the program
requirements of the regulation. The
FHWA believes that as long as any
tunnel-specific procedures meet the
requirements of NTIS, they will ensure
national consistency in tunnel
inspection practices.
Alabama, Oregon, and Pennsylvania
DOTs and AASHTO suggested that
flexibility is needed to allow
maintenance and operations personnel
meeting the NTIS qualifications to
either participate in, or have oversight
of, the tunnel inspection process.
The FHWA Response: The FHWA
believes that it is necessary to have
independent inspectors performing
inspections of all aspects of the tunnel
to ensure that an unbiased examination
is conducted. This minimizes the
possibility of a compromised review.
California DOT asked why FHWA
allows only 1 month between the
Inspection Date and when the load
rating is required and whether FHWA
will allow assigned load ratings for
tunnels.
The FHWA Response: In response to
comments, FHWA has extended the
requirement for a load rating to 3
months after the completion of an
inspection. Assigned load ratings will
be permitted for the live load carrying
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41361
elements in tunnels as long as the
criteria supporting an assigned load
rating detailed in the 2nd Edition of the
AASHTO Manual for Bridge Evaluation
(incorporated by reference in section
650.517) are satisfied. An assigned load
rating would typically be made by the
load rating engineer of the entity
responsible for load rating a tunnel.
However, a Program Manager, Team
Leader, or other qualified engineer
could also make the assigned rating as
long as they met the requirements of the
2nd Edition of the AASHTO Manual for
Bridge Evaluation as indicated
previously.
Washington State DOT questioned
whether there was a need to load rate
tunnel elements that do not carry live
load. Washington State DOT also
requested that the elements of a tunnel
that do carry live load be defined.
The FHWA Response: The proposed
definition for load rating in this rule is
consistent with 23 CFR 650.305 and the
AASHTO Manual for Bridge Evaluation.
The intent is that only elements of a
tunnel that carry live load will require
a load rating. The FHWA believes it
would be difficult to prepare an
exhaustive list of the elements that carry
live load in tunnels due to the
complexity and variety that exists in
tunnel construction. The Program
Manager working with the Team Leader
should identify live load carrying
elements of each tunnel and document
those in the tunnel records.
Missouri, Texas, Virginia, and
Washington State DOTs commented that
the proposed 48-hour timeframe to take
action and post a structure is too short.
These States indicated that sign
fabrication and erection will take longer
than 48 hours and recommended
making the posting requirement
consistent with NBIS, or following State
policy or law. Missouri DOT
recommended a more realistic
expectation of 30 days.
The FHWA Response: In response to
the comments, FHWA has reconsidered
the posting timeframe requirement and
has revised the NTIS regulations to
require posting within 30 days.
New York State, Ohio, Oregon, Texas,
and Virginia DOTs and AASHTO
suggested that it is unreasonable to
require that a load rating evaluation be
conducted as soon as practical, but not
later than 1 month after the completion
of the inspection. The New York State
and Texas DOTs recommended a 3month or 90-day requirement.
The FHWA Response: In response to
the comments, FHWA has reconsidered
the 1-month requirement and has
revised the final rule to include a 3-
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month requirement to load rate a tunnel
after the completion of an inspection.
Ohio DOT noted that ‘‘some tunnels
do not carry vehicles (above), but
deterioration could still lower the load
carrying capacity to the point of
failure.’’ Ohio DOT suggested
eliminating the load-rating requirement
or rewording it to ‘‘consider dead load
or falling rock onto liners etc.’’
The FHWA Response: The FHWA
expects that only elements of a tunnel
that carry live load will be load rated.
The deterioration described by Ohio
DOT should be documented
appropriately and, if necessary, a
structural evaluation conducted to
ensure the tunnel can remain safely
open.
In § 650.513(h), Virginia DOT
recommended changing, ‘‘must also
include diagrams . . .’’ to ‘‘. . . will
also include diagrams,’’ since all the
information may not be required for all
tunnels.
The FHWA Response: The FHWA
agrees with the comment and has
revised the language in the final rule to
clarify that the tunnel data listed in
§ 650.513(h) is not required for every
tunnel.
Virginia DOT recommends modifying
the documentation requirement in
§ 650.513(h) by deleting part of the last
sentence, ‘‘as well as the national . . .
for the inspection,’’ and adding, ‘‘In
each inspection report, names of the
Team Leader and inspectors and
functional area inspected shall be
identified.’’
The FHWA Response: The FHWA will
only require the identification in the
NTI of the Team Leader or Team
Leaders responsible, in whole or in part,
for a tunnel inspection. Others that were
a part of, or support, an investigation
will be identified in the inspection
documentation.
Oregon DOT and AASHTO
recommended that electronic files be
made equal to ‘‘written documentation’’
in the requirements for inspection
documentation.
The FHWA Response: The FHWA
agrees with the comment and has
revised the language in the final rule.
Ohio DOT asked if FHWA will take
the lead in quality assurance, as it did
in the 23 Metrics for NBIS.
The FHWA Response: The FHWA
intends to develop an oversight process,
similar to the 23 Metrics for NBIS, to
monitor a State DOT’s compliance with
NTIS.
California, Florida, Michigan, New
York State, and Texas DOTs commented
that the proposed requirement to notify
FHWA of a critical finding within 24
hours of its discovery is too restrictive,
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and that regular updates on the
resolution of critical findings and the
annual summary reporting of the
resolution of critical findings are
excessive.
The FHWA Response: Due to the
critical nature of these conditions,
FHWA does not believe that these
requirements are excessive. The intent
of these requirements is to create a
reporting mechanism to FHWA of the
most extreme and critical structural,
component, system deteriorations, or
failures that could be a threat to the
traveling public’s safety. Further, this
portion of the final rule seeks to ensure
that severe conditions are addressed in
a timely and appropriate manner
through oversight and partnership with
FHWA, which was specifically required
in MAP–21. The regulation does not
require a formal report or a developed
resolution, but simply notification of the
local FHWA Division Office. The FHWA
believes this can easily be accomplished
through a telephone conversation or an
email message.
California DOT expressed concern
that providing FHWA tunnel data on
demand will create chaos by asking
owners to answer questions on multiple
sets of ever-changing data.
The FHWA Response: The FHWA
expects that requests for data will be
similar to those currently being made in
support of the National Bridge
Inspection Program. However,
circumstances may arise when interim
data sets will be needed to address an
unforeseen challenge or situation.
Ohio DOT asked if FHWA will supply
standard reporting formats.
The FHWA Response: The FHWAapproved reporting formats are included
in the NTIS docket and available on the
FHWA Web site at https://www.fhwa.dot.
gov/bridge/inspection/tunnel/.
Oregon DOT commented that the use
of a system similar to the NBIS metrics
to provide oversight will not adequately
target the needs of a tunnel inspection
program and ‘‘instead have the
unintended consequence of overly
burdening owners into tasks not directly
related to safety and effective
management into time consuming data
reporting.’’
The FHWA Response: The FHWA
disagrees with the comment from
Oregon DOT. Across the Nation, the
NBIS’ 23 Metrics process has helped
focus owners and FHWA on gaps in
compliance and issues that could
potentially develop into safety concerns.
The common understanding of the
issues developed by assessment of the
23 Metrics will continue to strengthen
the partnership between State DOTs and
FHWA in addressing those challenges.
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Washington State DOT commented
that the final rule should include the
AASHTO Manual for Bridge Evaluation
as an incorporated reference.
The FHWA Response: The AASHTO
Manual for Bridge Evaluation has been
added to § 650.517 and is now
incorporated by reference for subpart E.
Michigan and Oregon DOTs and
AASHTO suggested FHWA use a
number system similar to the current
NBIS number (0–9) to identify critical
findings.
The FHWA Response: The NBIS does
not include a number system to identify
critical findings. The FHWA has used
the NBIS definition of critical findings
at all stages of this rulemaking. The
definition is broad enough to
appropriately define critical findings
without overlooking unforeseen
circumstances that may arise to a
similar level of urgency.
California DOT notes that the
proposed tunnel inspection program
will not address accidents that result in
fires.
The FHWA Response: The FHWA
believes that the tunnel inspection
program will aid in recovery from these
accidents by ensuring that functional
systems are regularly inspected and
evaluated to help minimize the impact
on the traveling public during a fire
event in a tunnel.
650.515 Inventory
California and Texas DOTs expressed
concern about the requirement to
provide FHWA preliminary inventory
data within 120 days of the effective
date of the rule. California DOT believes
that the time period to provide data on
the tunnel inventory is not sufficient to
identify all tunnels owned by local
agencies. Texas DOT believes the
timeframe will not allow them to
adequately train inspectors to collect the
data.
The FHWA Response: The FHWA
understands the concern with
completing the preliminary tunnel
inventory within 120 days of the
effective date of this rule as required in
§ 650.515(a). The NPRM included a
proposed requirement of 30 days for
submitting preliminary inventory data.
That proposal generated 3 comments,
one in support of the 30 days, one
suggesting 90 days, and one suggesting
it was an unrealistic requirement. All
other commenters to the NPRM were
silent on this proposed requirement. As
a result, FHWA extended the proposed
timeframe to 120 days in the SNPRM.
This new 120 timeframe generated
comments from California DOT and
Texas DOT, with all other commenters
silent on the requirement. While FHWA
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understands California DOT’s concern,
FHWA believes it is a reasonable
timeframe based on the limited number
of tunnels expected to be reported for
each jurisdiction. Also, with regard to
the comment from Texas DOT, FHWA
expects the data reported to be compiled
from existing records and will not
require tunnel inspectors to be deployed
to collect data.
Florida DOT requested that FHWA
provide the appropriate format for
inventory data submission. Washington
State DOT and AASHTO asked where
the required inventory and condition
data is defined.
The FHWA Response: The
Specifications for the NTI is the
document that is intended to
supplement the NTIS and provide the
specifications for coding data to be
submitted to the NTI. The TOMIE
Manual is the document that provides
guidance to tunnel owners on
operations, maintenance, inspection and
evaluation practices. Drafts of both of
these documents were made available
with the SNPRM for review and
comment. Both documents have been
incorporated by reference in § 650.517.
Washington State DOT expressed
concern that the established time lines
for reporting data should be consistent
with the NBIS to reduce confusion.
The FHWA Response: Where
appropriate, FHWA established the
timing of reporting activities under
NTIS in a manner that will prevent
confusion between NBIS and NTIS
program requirements.
The MdTA noted that tunnels are very
complex and do not fit the mold of a
bridge inspection program because their
conditions are constantly changing. The
MdTA commented further that the
information collected for the NTI should
be kept to a very high level.
The FHWA Response: The FHWA
believes that the data defined in the
Specifications for the National Tunnel
Inventory and the TOMIE Manual is at
a level appropriate for adequate national
oversight and decisionmaking.
Pennsylvania DOT and AASHTO
suggested that an extended compliance
deadline of at least 3 years should be
considered.
The FHWA Response: The FHWA
agrees that establishing a system for
collecting and reporting tunnel
inspection and inventory data will be a
challenge for tunnel owners who have
not instituted an inspection program on
their own. In recognition of this, FHWA
has extended the initial inspection
requirement to 24 months from the
effective date of this final rule. The
FHWA believes that, based on responses
to the 2003 survey and comments
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received throughout the NTIS
rulemaking process, 24 months is a
reasonable timeframe.
650.517 Incorporation by Reference
The MTABT commented that the
TOMIE Manual and the Specifications
for the National Tunnel Inventory
should be finalized after several cycles
of technical reviews and field
inspections are completed.
The FHWA Response: The FHWA
believes it is necessary to have finalized
versions of the TOMIE Manual and the
Specifications for the National Tunnel
Inventory in place with the final rule so
that all tunnel owners will have the best
knowledge of the national program
requirements prior to the establishment
of their State programs. The FHWA
intends to make appropriate changes to
these documents and the NTIS as we
gather more experience with tunnel
inspections and safety issues.
William White commented that there
is not a national standard for exit signs.
He suggested that a requirement that
exit doors be green in color and that the
use of ‘‘the running figure’’ exit sign be
included in the final rule.
The FHWA Response: Use of the
running figure exit sign and exit door
identification are addressed in the
TOMIE Manual, which is incorporated
by reference in this final rule.
South Dakota DOT asked whether
there will be further information added
to the TOMIE Manual or another
reference to better cover the inspection
requirements for small/short hard rock
tunnels.
The FHWA Response: The FHWA
believes the TOMIE Manual provides
adequate guidance to inspect small/
short hard rock tunnels. Owners of these
types of tunnels will be required to
develop tunnel-specific inspection
procedures that adequately address
safety concerns in addition to the
guidance given in the TOMIE Manual.
The ACEC expressed support for
replacing the HRTTIM and its 0–9
ratings classification with the TOMIE
Manual.
The FHWA Response: The FHWA
agrees with the comment and believes
that the element level inspection
procedure and condition state rating
system of the TOMIE Manual will better
serve the purposes of ensuring safety
and adequate asset management.
The Washington DOT suggested
incorporating the AASHTO Movable
Bridge Inspection, Evaluation and
Maintenance Manual by reference for
functional system inspection criteria
and protocol.
The FHWA Response: The FHWA
declines the suggestion to include the
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41363
AASHTO Movable Bridge Inspection,
Evaluation and Maintenance Manual as
an incorporated reference. The FHWA
believes the TOMIE Manual will
sufficiently provide the guidance
needed for the inspection of functional
systems. However, in the absence of
guidance elsewhere from FHWA, FHWA
does encourage owners to use the
AASHTO manual when it can provide
valuable advice to the development of
inspection criteria and protocols.
650.519
Additional Materials
The FHWA removed § 650.519 which
recommended additional materials that
States should consult when establishing
their tunnel inspection programs. The
FHWA feels that this material would be
more appropriate for inclusion in a
supplementary guidance document to
accompany this final rule.
General Comments on the Regulation
California DOT commented that many
of the requirements of this proposed
rule exceed those listed in the NBIS.
California DOT also noted that FHWA
used the term ‘‘data’’ as an impetus for
performing tunnel inspections to
maintain safe operations and to prevent
structural, geotechnical, and functional
system failures. Finally, California DOT
questioned whether a management
system to collect data is needed for
owners to make informed investment
decisions when the NTIS will cover less
than 60 structures in California.
The FHWA Response: Some of the
provisions of the final rule exceed
similar provisions in the current NBIS.
In some instances this is due to the
complexity of tunnels compared to
bridges. In other instances, the
differences result from FHWA’s years of
experience in implementing the NBIS.
The collection of inspection data
through a comprehensive and consistent
methodology has ensured the successful
operation of bridges under NBIS. The
NTIS looks to duplicate that success.
Finally, although FHWA believes it is
prudent to manage every public
investment as effectively as possible, the
regulation does not require any State to
have a management system in place for
the inspection data, only that it collect
and maintain that data and submit it to
FHWA regularly or as requested.
Tennessee DOT suggested that tunnel
inspections are needed to ensure the
safety of the motoring public and
recommended an allowance of their
Federal-aid safety funds be used to
implement this NTIS program. An
anonymous commenter also suggested
that a dedicated source of funding be
made available to the States to cover the
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cost of inspection of their tunnel
inventory.
The FHWA Response: Under MAP–
21, the inspection of tunnels on the
NHS and the training of tunnel
inspectors are eligible activities under
the National Highway Performance
Program. (23 U.S.C. 119(d)(2)(D) and
(E)). In addition, the inspection of
tunnels, regardless of the highway
system or functional classification they
are on, and the training of tunnel
inspectors are eligible activities under
the Surface Transportation Program. (23
U.S.C. 133(b)(4)).
The MdTA and Pennsylvania DOT
expressed concern with security if the
data collected by FHWA is made
publicly available.
The FHWA Response: The FHWA
agrees with the comment that the
security of our Nation’s tunnels is of the
utmost importance. However, FHWA
believes that the data being gathered for
the NTI will be general enough as not
to pose any security concern.
John Williams recommended that the
final rule include a requirement that all
immersed tube tunnels must have a
Fixed Fire Fighting System (FFFS).
The FHWA Response: The FFFS is
generally considered a best practice and
although FHWA promotes it for new
construction and rehabilitation if the
existing structure can accommodate the
demands of the technology, including
design criteria as part of this regulation
is not pragmatic. Design criteria
generally advance as systems mature
and new technologies are developed.
Mandating criteria in regulation could
impede maturation and discourage
development of improved techniques.
Pennsylvania DOT requested FHWA
flexibility in the implementation of
NTIS.
The FHWA Response: The NTIS was
first proposed in 2008. The FHWA has
encouraged owners to continue to
follow the progress of the rulemaking
and prepare for implementation.
However, FHWA understands the
challenges that the implementation of
NTIS poses for many tunnel owners.
The FHWA is committed to working
with its partners in the State DOTs to
bring them into compliance with the
regulation in a reasonable and
appropriate manner.
Incorporation by Reference
In § 650.517, FHWA incorporates by
reference a number of items. First,
FHWA incorporates the ‘‘Tunnel
Operations, Maintenance, Inspection
and Evaluation (TOMIE) Manual,’’ 2015
edition, U.S. Department of
Transportation, FHWA–HIF–15–005.
The TOMIE Manual provides guidance
to tunnel owners on operations,
maintenance, inspection and evaluation
practices. The TOMIE Manual is
available at no charge on the FHWA
Web site at: https://www.fhwa.dot.gov/
bridge/tunnel/. Incorporation by
reference of the TOMIE Manual is
approved for §§ 650.505, 650.511(a),
650.513(a), and 650.513(h).
The FHWA also incorporates by
reference the ‘‘Specifications for
National Tunnel Inventory,’’ 2015
edition, U.S. Department of
Transportation, FHWA–HIF–15–006.
The Specifications for the NTI
supplements the NTIS and provides the
specifications for coding data to be
submitted to the National Tunnel
Inventory. The Specifications is
available at no charge on the FHWA
Web site at: https://www.fhwa.dot.gov/
bridge/inspection/tunnel/. Incorporation
by reference of the Specifications is
approved for §§ 650.515(a) and
650.515(b).
Lastly, FHWA incorporates Sections 6
and 8 of the American Association of
State Highway and Transportation
Officials ‘‘Manual of Bridge
Evaluation’’, with 2011, 2013, 2014 and
2015 interim revisions. The Manual was
developed to assist bridge owners by
establishing inspection procedures and
evaluation practices that meet the
National Bridge Inspection Standards.
The manual is divided into eight
Sections, with each Section representing
a distinct phase of an overall bridge
inspection and evaluation program. The
Manual is available for purchase from
the American Association of State
Highway and Transportation Officials,
Suite 249, 444 N. Capitol Street NW.,
Washington, DC 20001. It may also be
ordered via the AASHTO bookstore
located at the following Web site:
https://bookstore.transportation.org.
The FHWA believes that the entities
affected by this regulation, namely
tunnel owners, already own a copy of
this AASHTO Manual. Incorporation by
reference of the Manual is approved for
§§ 650.505 and 650.513(a).
A copy of all of the incorporated
documents outlined above will be on
file and available for inspection at the
National Archives and Records
Administration. These documents will
also be available for viewing at the
Department of Transportation Library.
Executive Order 12866 (Regulatory
Planning and Review), Executive Order
13563 (Improving Regulation and
Regulatory Review), and DOT
Regulatory Policies and Procedures
The FHWA has determined that this
final rule constitutes a significant
regulatory action within the meaning of
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Executive Order 12866 and DOT
regulatory policies and procedures. This
action complies with Executive Orders
12866 and 13563 to improve regulation.
This action is considered significant
because of widespread public interest in
the safety of highway tunnels. It is not
economically significant within the
meaning of Executive Order 12866.
Having received relatively few
comments from the ANPRM regarding
costs and being mindful of the potential
cost implications of the proposed rule,
FHWA renewed its request for
information regarding estimated or
actual costs associated with tunnel
inspections, particularly the typical
inspection costs per linear foot of
tunnel. In addition, FHWA requested
comments regarding the anticipated
increased costs the proposed NTIS
would impose on tunnel owners. Only
Washington State DOT commented on
the cost of tunnel inspections in
response to the NPRM. Washington
State DOT stated that the budget for the
recently completed mechanical and
electrical inspection of the MLK Lid and
Mount Baker Ridge Tunnel was
$409,500 for the consultants alone.
Washington State DOT was negotiating
a scope of work and cost estimate for
similar inspections of the Mercer Island
Tunnel and the Convention Center.
While FHWA appreciates such
information, it is unclear what the scope
of the work and inspection for this
particular tunnel would be. Without
further information on the length of the
tunnel, the complexity of the design,
and the number and type of functional
systems, it is difficult to determine if the
numbers provided by Washington State
DOT fall within the anticipated cost
range outlined below.
In the SNPRM, FHWA again
requested comments on the potential
costs and benefits of the proposed NTIS.
The comments received and our
responses are summarized below.
California DOT commented that there
is no basis to conclude that the effects
of the final rule on tunnel inspection
cost are expected to be modest. They
note that each State will have to invest
significant resources to establish a
tunnel inspection program. California
DOT commented further that NTIS is
duplicative of NBIS and will require
additional program costs, including
inspection software development and
training, creation and support of a
database for tunnels, a quality control
and quality assurance program,
compliance reviews, reporting, and
corrective plans for tunnels.
The FHWA Response: The FHWA’s
basis for its cost-effectiveness statement
is that a large majority of the tunnel
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owners that responded to our 2003
survey reported that they are already
inspecting tunnels at the 24-month
interval required by the NTIS, collecting
data in a data management program, and
have an oversight program in place. The
FHWA does believe there will be
additional startup costs for
implementation of NTIS, but those costs
will be modest relative to the costs
already incurred. Also, because NBIS
does not include a requirement to
inspect tunnels, does not provide
procedures for inspecting tunnels, and
does not identify the qualifications
needed for tunnel inspectors, FHWA
disagrees that the NTIS would be
duplicative of the NBIS.
Virginia DOT commented that
FHWA’s conclusions regarding reported
costs of inspections are based on a very
low inspector hourly rate and
recommended using $32.50 per hour.
Virginia DOT further commented that it
believes the cost of inspecting a tunnel
is more than the proposed upper limit
of $75.00/linear foot.
The FHWA Response: The FHWA
appreciates the cost information and has
increased the estimated hourly labor
cost to $32 per hour. In addition, the
upper limit of the range of inspection
costs has been increased to $106 per
linear foot.
Oregon DOT indicated that the cost to
inspect one 2-lane tunnel each of the
last 5 years was $50,000 and that if
inspections are required every 2 years
then Oregon DOT’s costs will increase
fivefold.
The FHWA Response: Oregon DOT
responded to the 2003 FHWA survey
that they were performing tunnel
inspections at a 24-month interval.
Unless that has significantly changed, it
is unclear why costs would increase
fivefold due to the implementation of
NTIS.
The AASHTO submitted the
following cost information: ‘‘In
Pennsylvania, the 3500-foot, four-lane
Ft. Pitt Tunnel was inspected in 2006.
The consultant used 1550 man-hours for
a cost of $270,000 or $77.11 per LF
[linear foot]. The four-lane Squirrel Hill
Tunnel in Pennsylvania was inspected 2
years ago in 2330 man-hours for
$300,000 or $71 per LF. The
Massachusetts Department of
Transportation estimates a typical
tunnel inspection costs approximately
$30.64 per LF of tunnel (Ted Williams
Tunnel). Also in Massachusetts,
inspection of the complex Tip O’Neill
Tunnel (I–93 NB) is estimated at
$106.23 per LF of tunnel. AASHTO
further indicated that these costs and
estimates do not include the cost of
traffic control or police services.’’
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The FHWA Response: The FHWA is
very appreciative for the cost
information and has increased the upper
end of the range of inspection costs to
accommodate this new data. The range
of inspection costs is now estimated to
be from $5 to $106 per linear foot.
The MTABT commented that the
FHWA’s conclusions regarding reported
costs of inspection are underestimated
and based on limited survey data. They
recommended ‘‘a more pragmatic
approach such as increasing the
inspection interval and/or reducing
inspection intensity.’’
The FHWA Response: Based on
comments received on the SNPRM,
FHWA has increased the upper end of
the range of inspection costs. In
addition, the estimated hourly labor cost
was increased to $32 per hour.
Current Cost of Tunnel Inspections
The FHWA lacks sufficient data on
current tunnel inspection practices to
accurately estimate the costs that will be
incurred by tunnel owners as a result of
the standards established in this final
rule. The lack of knowledge concerning
current tunnel inspection practices
makes it difficult to accurately specify a
baseline for this economic analysis. The
below cost estimates are based on the
limited data that was received from an
informal 2003 survey of tunnel owners
and the small number of comments that
contained cost information. The 2003
survey was designed to collect
information about the tunnel inventory,
maintenance practices, inspection
practices, and tunnel management
practices of each State.16 Of the 45
highway tunnel owners surveyed, 40
responses were received. Five of the
tunnel owners surveyed did not
respond. The survey results suggest that
there are approximately 350 highway
tunnels (bores) in the Nation and they
are currently inspected by their owners
at intervals ranging from 1 day to 10
years. These tunnels represent nearly
100 miles—running the distance of
approximately 517,000 linear feet—of
Interstate, State, and local routes.
Tunnel inspection costs can vary greatly
from tunnel to tunnel. The average
inspection interval for the 37 responses
that included data on this measure was
a little over 24 months (2.05 years).
Comments to the ANPRM, NPRM, and
SNPRM suggested that current
inspection costs range from $5 to $106
per linear foot depending on the
complexity of the tunnel. Assuming that
each highway tunnel includes 4 lanes,
FHWA estimates that the total current
16 A copy of the FHWA’s 2003 Survey is available
on the docket.
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41365
inspection cost for all tunnel owners
could range between $10,340,000 (4
lanes × 517,000 × $5) and $219,208,000
(4 lanes × 517,000 × $106), or $29,542
($10,340,000/350) and $626,309
($219,208,000/350) per tunnel bore.
These figures reflect current inspection
costs and do not include the additional
costs anticipated with this rulemaking.
Costs Effects of the NTIS
Based on data from the 2003 survey,
and subsequent communications the
agency had with the 2 tunnel owners,
only (MTABT and Virginia DOT), that
together own 15 tunnel bores, would be
required to increase inspection
frequency as a result of this action.17
These 2 tunnel owners have inspection
intervals that are longer than the
proposed 24 months and would
therefore experience an increase in
costs. Using the estimated inspection
cost range for a single tunnel bore above
($29,542 to $626,309), we can estimate
the total aggregate cost increase for the
2 tunnel owners.
Owner A currently inspects 4 tunnel
bores at a 10-year interval. We estimate
the current annual inspection costs for
Owner A are between $2,954.2
($29,542/10) and $62,630.9 ($626,309/
10) per tunnel bore. Under the rule, we
estimate the annual inspection costs for
Owner A will be between $14,771
($29,542/2) and $313,155 ($626,309/2)
per tunnel bore. As a result, Owner A
would see an estimated annual cost
increase of between $11,817 ($14,771
¥$2,954.2) and $250,524 ($313,155
¥$62,630.9) per tunnel bore. For all 4
tunnel bores we estimate the current
annual inspection costs are between
$11,817 (4 × $2,954.2) and $250,524
(4 × $62,630.9). Under the rule, we
estimate the annual inspection costs for
all 4 tunnel bores will be between
$59,084 (4 × $14,771) and $1,252,620
(4 × $313,155). As a result, Owner A
would see an estimated total cost
increase of between $47,267 ($59,084
¥$11,817) and $1,002,096 ($1,252,620
¥$250,524).
Owner B currently inspects 11 tunnel
bores at a 7-year interval. We estimate
the current annual inspection costs for
Owner B are between $4,220.3 ($29,542/
7) and $89,473 ($626,309/7) per tunnel
bore. Under the proposed rule, we
estimate the annual inspection costs for
Owner B will be between $14,771
($29,542/2) and $313,155 ($626,309/2)
17 In July 2012, Virginia DOT entered into a 58year concession with Elizabeth River Crossings for
the Downtown and Midtown tunnels in southern
Virginia. The concession agreement requires
Elizabeth River Crossings to meet or exceed Virginia
DOT’s standards for tunnel inspections, including
frequency.
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per tunnel bore. As a result, Owner B
would see an estimated annual cost
increase of between $10,551 ($14,771
¥$4,220) and $223,682
($313,155¥$89,473) per tunnel bore.
For all 11 tunnel bores we estimate the
current annual inspection costs are
between $46,423 (11 × $4,220.3) and
$984,203 (11 × $89,473). Under the rule,
we estimate the annual inspection costs
for all 11 tunnel bores will be between
$162,481 (11 × $14,771) and $3,444,705
(11 × $313,155). As a result, Owner B
would see an estimated total cost
increase of between $116,058
($162,481¥$46,420) and $2,460,502
($3,444,705¥$984,203).
Based on the above analysis, FHWA
estimates the current aggregate annual
cost of tunnel inspections for the 2
affected tunnel owners is between
$58,240 ($11,817 + $46,423) and
$1,234,727 ($250,524 + $984,203).
Under the inspection interval required
by the rule, we estimate the aggregate
annual cost will be between $221,565
(59,084 + $162,481) and $4,697,325
($1,252,620 + $3,444,705). As a result,
FHWA estimates the aggregate annual
cost increase of inspections for the 2
affected tunnel owners will be between
$163,325 ($221,565¥$58,240) and
$3,462,598 ($4,697,325¥$1,234,727).
The discounted costs over 20 years (at
7 percent) are between $1.73 million
and $36.683 million.
The FHWA notes that each tunnel
owner must collect and submit
inventory data information for all
tunnels subject to this rule within 120
days of the effective date and when
requested by FHWA. The total estimated
cost to collect, manage, and report
preliminary inventory data is $89,856
(2,808 hours × $32/hour = $89,856).
This is a one-time cost for the two
affected tunnel owners. As a result,
FHWA estimates the total aggregate first
year cost increase of inspections for the
2 affected tunnel owners will be
between $253,181 ($163,325 + $89,856)
and $3,552,454 ($3,462,598 + $89,856).
Over 20 years the discounted total
would be between $1.82 million and
$36.773 million.
The FHWA expects that the overall
increase in costs of inspecting tunnels
would be modest, as the vast majority of
tunnel owners already inspect at the 24month interval proposed by the NTIS.
However, FHWA does not have
sufficient information regarding the cost
increase from other provisions of the
final rule, such as fixing critical defects
and closing tunnels and roads in order
to conduct the inspections. The FHWA
recognizes that the 2003 survey does not
represent the full universe of tunnel
owners and tunnels, but believes that it
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is comprehensive enough to draw
preliminary conclusions on the cost
effects of this final rule. The FHWA also
assumes that any increase in the cost
per inspection resulting from the final
rule would not cause the cost per
inspection to exceed the upper end of
the range of inspection costs in the
analysis.
In addition to the costs associated
with more frequent inspections, FHWA
expects that tunnel owners may
experience a modest increase in costs as
a result of the training requirements
contained in the final rule. Based on the
training of bridge inspectors under the
NBIS, we estimate that the cost to train
a tunnel inspector will be
approximately $3,000 over a 10-year
period (1 basic class and 2 refresher
classes).
Benefits Resulting From the NTIS
Upon implementation, FHWA expects
that this final rule would result in some
significant benefits that are not easily
quantifiable, but nonetheless deserve
mention in this analysis. Timely and
reliable tunnel inspection is likely to
uncover safety problems and prevent
failures. The structural, geotechnical,
and functional components and systems
that make up tunnels deteriorate and
corrode due to the harsh environment in
which these structures are operated. As
a result, routine and thorough
inspection of these elements is
necessary to collect the data needed to
maintain safe tunnel operation and to
prevent structural, geotechnical, and
functional failures. As our Nation’s
tunnels continue to age, an accurate and
thorough assessment of each tunnel’s
condition is critical to avoid a decline
in service and maintain a safe,
functional, and reliable highway system.
The agency is taking this action to
respond to the statutory directive in
MAP–21 and because it believes that
ensuring timely and reliable inspections
of highway tunnels will result in
substantial benefits by enhancing the
safety of the traveling public and
protecting investments in key
infrastructure. We believe that repairs or
changes resulting from the inspections
could lead to substantial economic
savings.
Currently, State DOTs differ from
State to State in the way they inspect
their tunnels. The methods are
inconsistent and these differences
hinder accurate analysis of tunnel
conditions at the national level. This
final rule would establish uniform
inspection practices. The final rule will
also yield greater accountability because
the mandated reporting would increase
visibility and transparency by providing
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the public with a more transparent view
of the number and condition of the
nation’s tunnels. These benefits
resulting from the final rule (i.e.,
uniformity and greater accountability)
would lead to improved tunnel
conditions.
This final rule will also allow for
more informed decisionmaking on
tunnel condition-related project,
program, and policy choices. The tunnel
inventory data will allow FHWA to
track and identify any patterns of tunnel
deficiencies and facilitate repairs by
States to ensure the safety of the public.
Tunnel owners will also be able to
integrate tunnel inventory data into an
asset management program for
maintenance and repairs of their
tunnels. The data collection
requirements in the NTIS are consistent
with the performance-based approach to
carrying out the Federal-aid highway
program established by Congress in
MAP–21. These requirements will fulfill
the congressional directive to establish
a data-driven, risk-based approach for
the maintenance, replacement, and
rehabilitation of highway tunnels. Such
an approach will help to ensure the
efficient and effective use of Federal
resources.
The NTIS could protect investments
in key infrastructure, as early detection
of problems in tunnels could increase
the longevity of these assets and avoid
more costly rehabilitation and repair
actions. It is generally accepted in the
transportation structures community
that inspection and maintenance are
effective forms of avoiding substantial
future costs. For example, a 2005
University of Minnesota study
examined the benefits of pavement
preservation and preventative
maintenance and found that pavement
preservation had many benefits, the
most important of which is preserving a
pavement’s structural integrity and
realizing a substantial maintenance costsavings over the life of the pavement.
The study found that it is much less
expensive to repair a pavement when
distresses are just beginning to appear.
More specifically, the study concluded
that, at a minimum, the costs of
maintaining a runway were half those of
not maintaining a runway when
measured over the life of the asset.18
However, the study’s conclusions only
considered the direct costs of
18 ‘‘Pavement preservation: protecting your
airport’s biggest investment,’’ AirTAP Briefings,
Airport Technical Assistance Program of the Center
for Transportation Studies at the University of
Minnesota, summer 2005. An electronic version is
located at: https://www.airtap.umn.edu/
publications/briefings/2005/Briefings-2005Summer.pdf
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maintenance and construction and not
the indirect costs associated with the
mobility of the traveling public, goods,
services, and freight. As tunnels provide
mobility, which is vital to local,
regional, and national economies, and to
our national defense, it is imperative
that these facilities are properly
inspected and maintained to avoid the
direct costs of rehabilitation and the
indirect costs to users.
The above description of tunnel
inspection benefits were summarized
from the limited benefit data submitted
by tunnel owners in response to the
NPRM and compiled by FHWA.
Summary
The FHWA does not have sufficient
information to estimate total costs and
benefits of this final rule (e.g. any
change in how a state inspects a tunnel).
However, the FHWA’s preliminary
estimates regarding the inspection
portion (excludes training) of the
rulemaking are between $1.82 million
and $36.773 million over 20 years
(discounted at 7 percent).
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Regulatory Flexibility Act
As required by the Regulatory
Flexibility Act (Pub. L. 96–354, 5 U.S.C.
601–612), FHWA has evaluated the
effects of this final rule on small entities
and anticipates that this action will not
have a significant economic impact on
a substantial number of small entities.
Because the regulations are primarily
intended for States and Federal
agencies, FHWA has determined that
the action will not have a significant
economic impact on a substantial
number of small entities. States and
Federal agencies are not included in the
definition of small entity set forth in 5
U.S.C. 601. Therefore, the Regulatory
Flexibility Act does not apply, and
FHWA certifies that the action will not
have a significant economic impact on
a substantial number of small entities.
Unfunded Mandates Reform Act of
1995
The FHWA has determined that this
final rule will not impose unfunded
mandates as defined by the Unfunded
Mandates Reform Act of 1995 (Pub. L.
104–4, March 22, 1995, 109 Stat. 48).
The NTIS is needed to ensure safety for
the users of the Nation’s tunnels and to
help protect Federal infrastructure
investment. As discussed above, FHWA
finds that this regulatory action will not
result in the expenditure by State, local,
and tribal governments, in the aggregate,
or by the private sector, of $143,100,000
or more in any one year (2 U.S.C. 1532).
Additionally, the definition of ‘‘Federal
mandate’’ in the Unfunded Mandates
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Reform Act excludes financial
assistance of the type in which State,
local, or tribal governments have
authority to adjust their participation in
the program in accordance with changes
made in the program by the Federal
Government. The Federal-aid highway
program permits this type of flexibility.
Executive Order 13132 (Federalism
Assessment)
The FHWA has analyzed this final
rule in accordance with the principles
and criteria contained in Executive
Order 13132. The FHWA has
determined that a federalism summary
impact statement is not required
because this regulation is required by
statute and will not preempt any State
law.
Executive Order 12372
(Intergovernmental Review)
The regulations implementing
Executive Order 12372 regarding
intergovernmental consultation on
Federal programs and activities apply to
this program. Local entities should refer
to the Catalog of Federal Domestic
Assistance Program Number 20.205,
Highway Planning and Construction, for
further information.
Paperwork Reduction Act
Under the Paperwork Reduction Act
of 1995 (PRA) (44 U.S.C. 3501, et seq.),
Federal agencies must obtain approval
from the Office of Management and
Budget (OMB) for each collection of
information they conduct, sponsor, or
require through regulations. This action
contains a collection of information
requirement under the PRA. This
information collection requirement has
been previously submitted to OMB for
approval, pursuant to the provisions of
the PRA. The requirement has been
approved through May 31, 2017; OMB
Control No. 2125–0640.
The MAP–21 requires the Secretary to
inventory all tunnels on public roads,
on and off Federal-aid highways,
including tribally owned and federally
owned tunnels. In addition, each State,
Federal agency, and tribal government is
required to report to the Secretary on:
the results of tunnel inspections and
notation of any action taken pursuant to
the findings of the inspections, and
current inventory data for all highway
tunnels reflecting the findings of the
most recent tunnel inspection. In order
to be responsive to the requirements of
MAP–21 and in accordance with this
final rule, FHWA will collect data to
establish an NTI and require the
submission of data on the results of
tunnel inspections. A description of the
collection requirements, the
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41367
respondents, and an estimate of the
annual reporting burden are set forth
below.
National Tunnel Inventory Collection
The FHWA will collect data to
establish an NTI. Initially a subset of the
Inventory Items defined in the
Specifications of the National Tunnel
Inventory will be collected. This
information will be reported to FHWA
on the Preliminary Tunnel Inventory
Data Form which is available on the
FHWA Web site at: https://www.fhwa.
dot.gov/bridge/inspection/tunnel/.
The following is the data that will be
collected under the NTI on the
Preliminary Tunnel Inventory Data
Form:
(1) Identification Items: Tunnel
number, tunnel name, State code,
county code, place code, highway
agency district, route number, route
direction, route type, facility carried,
linear referencing system (LRS)
inventory route number, LRS mile
point, tunnel portal’s latitude, tunnel
portal’s longitude, border tunnel State
or county code, border tunnel financial
responsibility, border tunnel number,
and border tunnel inspection
responsibility.
(2) Age and Service Items: Year built,
year rehabilitated, total number of lanes,
average daily traffic, average daily truck
traffic, year of average daily traffic,
detour length, and service in tunnel.
(3) Classification Items: Owner,
operator, direction of traffic, toll, NHS
designation, STRAHNET designation,
and functional classification.
(4) Geometric Data Items: Tunnel
length, minimum clearance over tunnel
roadway, roadway curb-to-curb width,
and left curb and right curb widths.
(5) Structure Type and Material Items:
Number of bores, tunnel shape, portal
shape, ground conditions, and
complexity.
The anticipated respondents include
the 50 States, the District of Columbia,
Puerto Rico, and any Federal agencies
and tribal governments that own
tunnels. The estimated burden on the
States to collect, manage, and report this
data is estimated to be 8 hours per
tunnel for a total estimate of 2,808 hours
for all 350 estimated tunnels in the
Nation. This represents an average of 54
hours per respondent and so it is
estimated that the burden will total
2,808 hours per year (52 responses ×
54.00 hours per respondent = 2,808
hours).
Annual Inspection Reporting
In addition to the preliminary
inventory information described above,
tunnel owners are required to report to
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the Secretary on the results of tunnel
inspections and notations of any action
taken pursuant to the findings of the
inspections. For all inspections, tunnel
owners will be required to enter the
appropriate inspection data into the
State DOT, Federal agency, or tribal
government inventory within 3 months
of the completion of the inspection. The
number of responses per year is based
on the total of 350 tunnels in the U.S.,
with approximately half inspected each
year, based on the standard 24-month
inspection interval. The annual
responses are estimated at 175 for
routine inspections. With the average
time of 40 hours to collect, manage, and
report routine inspection data, and an
additional 2,080 hours to follow up on
critical findings, it is estimated that the
burden hours will total 9,080 hours per
year (7,000 hours (175 responses × 40.00
hours per response) + 2,080 hours (for
follow-up on critical findings) = 9,080
burden hours).
Estimated Total Annual Burden Hours
The FHWA estimates that the
collection of information contained in
this final rule will result in
approximately 11,888 total annual
burden hours (2,808 hours (preliminary
inventory collection) + 9,080 (annual
inspections) = 11,888 (total annual
burden hours)). Since the majority of
States are already inspecting their
tunnels, they are likely to have much of
the data needed to satisfy the
preliminary inventory data collection
burden. Likewise, since many States are
already collecting and storing
inspection data, they are likely to have
much of the data needed to satisfy the
routine inspection burden. As a result,
FHWA expects that the additional
burden on the States to report this data
will be minimal.
A notice seeking public comments on
the collection of information included
in this final rule was published in the
Federal Register on June 14, 2010, at 75
FR 33659. The FHWA received
comments from four commenters,
including one organization (AASHTO)
and three State DOTs (New York,
Oregon, and Virginia). These comments
were addressed in the SNPRM.
In the SNPRM, FHWA renewed its
request for comments on the collection
of information. No additional comments
on the information collection were
received.
National Environmental Policy Act
The Department has analyzed this
action for the purpose of the National
Environmental Policy Act of 1969, as
amended (42 U.S.C. 4321 et seq.), and
has determined that this action would
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not have a significant effect on the
quality of the environment and qualifies
for the categorical exclusion at 23 CFR
771.117(c)(20).
Executive Order 12630 (Taking of
Private Property)
This action will not affect a taking of
private property or otherwise have
taking implications under Executive
Order 12630, Governmental Actions and
Interference with Constitutionally
Protected Property Rights.
Executive Order 12988 (Civil Justice
Reform)
This action meets applicable
standards in section 3(a) and 3(b)(2) of
Executive Order 12988, Civil Justice
Reform, to minimize litigation,
eliminate ambiguity, and reduce
burden.
Executive Order 13045 (Protection of
Children)
The FHWA has analyzed this action
under Executive Order 13045,
Protection of Children from
Environmental Health Risks and Safety
Risks. This rule does not concern an
environmental risk to health or safety
that may disproportionately affect
children.
Executive Order 13175 (Tribal
Consultation)
The FHWA has conducted a
preliminary analysis of this action
under Executive Order 13175. The
FHWA believes that this final rule will
not have substantial direct effects on
one or more Indian Tribes, will not
impose substantial direct compliance
costs on Indian tribal governments, and
will not preempt tribal law. To FHWA’s
knowledge, there are no tunnels that are
owned, operated, or maintained by
Indian tribal governments. In addition,
no comments were received from Indian
tribal governments in response to the
SNPRM.
Executive Order 13211 (Energy Effects)
The FHWA has analyzed this final
rule under Executive Order 13211,
Actions Concerning Regulations That
Significantly Affect Energy Supply,
Distribution, or Use. The FHWA has
determined that the rule will not
constitute a significant energy action
under that order because, although it is
considered a significant regulatory
action under Executive Order 12866, it
is not likely to have a significant
adverse effect on the supply,
distribution, or use of energy.
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Executive Order 12898 (Environmental
Justice)
Executive Order 12898 requires that
each Federal agency make achieving
environmental justice part of its mission
by identifying and addressing, as
appropriate, disproportionately high
and adverse human health or
environmental effects of its programs,
policies, and activities on minorities
and low-income populations. The
FHWA has determined that this rule
does not raise any environmental justice
issues.
Regulation Identifier Number
A regulation identifier number (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 contained in the heading
of this document can be used to cross
reference this action with the Unified
Agenda.
List of Subjects in 23 CFR Part 650
Bridges, Grant programs—
transportation, Highways and roads,
Incorporation by reference, Reporting
and recordkeeping requirements.
Issued in Washington, DC, on July 2, 2015,
under authority delegated in 49 CFR
1.85(a)(1):
Gregory G. Nadeau,
Acting Administrator, Federal Highway
Administration.
In consideration of the foregoing, the
FHWA amends title 23, Code of Federal
Regulations, part 650, as set forth below:
PART 650—BRIDGES, STRUCTURES,
AND HYDRAULICS
1. The authority citation for part 650
is revised to read as follows:
■
Authority: 23 U.S.C. 119, 144, and 315.
■
2. Add subpart E to read as follows:
Subpart E—National Tunnel Inspection
Standards
Sec.
650.501 Purpose.
650.503 Applicability.
650.505 Definitions.
650.507 Tunnel inspection organization
responsibilities.
650.509 Qualifications of personnel.
650.511 Inspection interval.
650.513 Inspection procedures.
650.515 Inventory.
650.517 Incorporation by reference.
Subpart E—National Tunnel Inspection
Standards
§ 650.501
Purpose.
This subpart sets the national
minimum standards for the proper
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safety inspection and evaluation of all
highway tunnels in accordance with 23
U.S.C. 144(h) and the requirements for
preparing and maintaining an inventory
in accordance with 23 U.S.C. 144(b).
§ 650.503
Applicability.
The National Tunnel Inspection
Standards (NTIS) in this subpart apply
to all structures defined as highway
tunnels on all public roads, on and off
Federal-aid highways, including tribally
and federally owned tunnels.
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§ 650.505
Definitions.
The following terms used in this
subpart are defined as follows:
American Association of State
Highway and Transportation Officials
(AASHTO) Manual for Bridge
Evaluation. The term ‘‘AASHTO
Manual for Bridge Evaluation’’ means
the ‘‘Manual for Bridge Evaluation’’,
incorporated by reference in § 650.517.
At-grade roadway. The term ‘‘at-grade
roadway’’ means paved or unpaved
travel ways within the tunnel that carry
vehicular traffic and are not suspended
or supported by a structural system.
Bridge inspection experience. The
term ‘‘bridge inspection experience’’ has
the same meaning as in § 650.305.
Complex tunnel. The term ‘‘complex
tunnel’’ means a tunnel characterized by
advanced or unique structural elements
or functional systems.
Comprehensive tunnel inspection
training. The term ‘‘comprehensive
tunnel inspection training’’ means the
FHWA-approved training that covers all
aspects of tunnel inspection and enables
inspectors to relate conditions observed
in a tunnel to established criteria.
Critical finding. The term ‘‘critical
finding’’ has the same meaning as in
§ 650.305.
Damage inspection. The term
‘‘damage inspection’’ has the same
meaning as in § 650.305.
End-of-course assessment. The term
‘‘end-of-course assessment’’ means a
comprehensive examination given to
students after the completion of a
training course.
Federal-aid highway. The term
‘‘Federal-aid highway’’ has the same
meaning as in 23 U.S.C. 101(a)(5).
Functional systems. The term
‘‘functional systems’’ means nonstructural systems, such as electrical,
mechanical, fire suppression,
ventilation, lighting, communications,
monitoring, drainage, traffic signals,
emergency response (including egress,
refuge room spacing, or carbon
monoxide detection), or traffic safety
components.
Hands-on inspection. The term
‘‘hands-on inspection’’ has the same
meaning as in § 650.305.
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Highway. The term ‘‘highway’’ has the
same meaning as in 23 U.S.C.
101(a)(11).
In-depth inspection. The term ‘‘indepth inspection’’ means a close-up
inspection of one, several, or all tunnel
structural elements or functional
systems to identify any deficiencies not
readily detectable using routine
inspection procedures. In-depth
inspections may occur more or less
frequently than routine inspections, as
outlined in the tunnel-specific
inspection procedures.
Initial inspection. The term ‘‘initial
inspection’’ means the first inspection
of a tunnel to provide all inventory,
appraisal, and other data necessary to
determine the baseline condition of the
structural elements and functional
systems.
Inspection Date. The term ‘‘Inspection
Date’’ means the date established by the
Program Manager on which a regularly
scheduled routine inspection begins for
a tunnel.
Legal load. The terms ‘‘legal load
means the maximum legal load for each
vehicle configuration permitted by law
for the State in which the tunnel is
located.
Load rating. The term ‘‘load rating’’
means the determination of the safe
vehicular live load carrying capacity
within or above the tunnel using
structural plans, and information
gathered from an inspection. The results
of the load rating may include the need
for load posting.
Operating rating. The term ‘‘operating
rating’’ has the same meaning as in
§ 650.305.
Portal. The term ‘‘portal’’ means the
entrance and exit of the tunnel exposed
to the environment; portals may include
bare rock, constructed tunnel entrance
structures, or buildings.
Procedures. The term ‘‘procedures’’
means the written documentation of
policies, methods, considerations,
criteria, and other conditions that direct
the actions of personnel so that a
desired end result is achieved
consistently.
Professional Engineer (P.E.). The term
‘‘Professional Engineer (P.E.)’’ means an
individual who has fulfilled education
and experience requirements and
passed examinations that, under State
licensure laws, permits the individual to
offer engineering services within areas
of expertise directly to the public.
Program Manager. The term ‘‘Program
Manager’’ means the individual in
charge of the inspection program who
has been assigned or delegated the
duties and responsibilities for tunnel
inspection, reporting, and inventory.
The Program Manager provides overall
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41369
leadership and guidance to inspection
Team Leaders and load raters.
Public road. The term ‘‘public road’’
has the same meaning as in 23 U.S.C.
101(a)(21).
Quality assurance (QA). The term
‘‘quality assurance (QA)’’ means the use
of sampling and other measures to
ensure the adequacy of quality control
procedures in order to verify or measure
the quality of the entire tunnel
inspection and load rating program.
Quality control (QC). The term
‘‘quality control (QC)’’ means the
procedures that are intended to
maintain the quality of a tunnel
inspection and load rating at or above a
specified level.
Routine inspection. The term ‘‘routine
inspection’’ means a regularly
scheduled comprehensive inspection
encompassing all tunnel structural
elements and functional systems and
consisting of observations and
measurements needed to determine the
physical and functional condition of the
tunnel, to identify any changes from
initial or previously recorded
conditions, and to ensure that tunnel
components continue to satisfy present
service requirements.
Routine permit load. The term
‘‘routine permit load’’ means a vehicular
load that has a gross weight, axle
weight, or distance between axles not
conforming with State laws for legally
configured vehicles, and is authorized
for unlimited trips over an extended
period of time to move alongside other
heavy vehicles on a regular basis.
Special inspection. The term ‘‘special
inspection’’ means an inspection,
scheduled at the discretion of the tunnel
owner, used to monitor a particular
known or suspected deficiency.
State transportation department
(State DOT). The term ‘‘State
transportation department (State DOT)’’
has the same meaning as in 23 U.S.C.
101(a)(28).
Team Leader. The term ‘‘Team
Leader’’ means the on-site individual in
charge of an inspection team
responsible for planning, preparing,
performing, and reporting on tunnel
inspections.
Tunnel. The term ‘‘tunnel’’ means an
enclosed roadway for motor vehicle
traffic with vehicle access limited to
portals, regardless of type of structure or
method of construction, that requires,
based on the owner’s determination,
special design considerations that may
include lighting, ventilation, fire
protection systems, and emergency
egress capacity. The terms ‘‘tunnel’’
does not include bridges or culverts
inspected under the National Bridge
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Inspection Standards (subpart C of this
part).
Tunnel inspection experience. The
term ‘‘tunnel inspection experience’’
means active participation in the
performance of tunnel inspections in
accordance with the National Tunnel
Inspection Standards, in either a field
inspection, supervisory, or management
role.
Tunnel inspection refresher training.
The term ‘‘tunnel inspection refresher
training’’ means an FHWA-approved
training course that aims to improve the
quality of tunnel inspections, introduce
new techniques, and maintain the
consistency of the tunnel inspection
program.
Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual. The term ‘‘Tunnel Operations,
Maintenance, Inspection and Evaluation
(TOMIE) Manual’’ means the ‘‘Tunnel
Operations, Maintenance, Inspection
and Evaluation (TOMIE) Manual’’
(incorporated by reference, see
§ 650.517).
Tunnel-specific inspection
procedures. The term ‘‘tunnel-specific
inspection procedures’’ means the
written documentation of the directions
necessary to plan for, and conduct an
inspection. Directions include coverage
of inspection methods, frequency of
each method, inspection equipment,
access equipment, identification of
tunnel elements, components and
functional systems, traffic coordination,
and specialized qualifications for
inspecting personnel.
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§ 650.507 Tunnel inspection organization
responsibilities.
(a) Each State DOT shall inspect, or
cause to be inspected, all highway
tunnels located on public roads, on and
off Federal-aid highways, that are fully
or partially located within the State’s
boundaries, except for tunnels that are
owned by Federal agencies or tribal
governments.
(b) Each Federal agency shall inspect,
or cause to be inspected, all highway
tunnels located on public roads, on and
off Federal-aid highways, that are fully
or partially located within the
respective agency’s responsibility or
jurisdiction.
(c) Each tribal government shall
inspect, or cause to be inspected, all
highway tunnels located on public
roads, on and off Federal-aid highways,
that are fully or partially located within
the respective tribal government’s
responsibility or jurisdiction.
(d) Where a tunnel is jointly owned,
all bordering States, Federal agencies,
and tribal governments with ownership
interests should determine through a
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joint formal written agreement the
inspection responsibilities of each State,
Federal agency, and tribal government.
(e) Each State that contains one or
more tunnels subject to these
regulations, or Federal agency or tribal
government with a tunnel under its
jurisdiction, shall include a tunnel
inspection organization that is
responsible for all of the following:
(1) Statewide, Federal agency-wide, or
tribal government-wide tunnel
inspection policies and procedures
(both general and tunnel-specific),
quality control and quality assurance
procedures, and preparation and
maintenance of a tunnel inventory.
(2) Tunnel inspections, written
reports, load ratings, management of
critical findings, and other requirements
of these standards.
(3) Maintaining a registry of
nationally certified tunnel inspectors
that work in their State or for their
Federal agency or tribal government that
includes, at a minimum, a method to
positively identify each inspector,
documentation that the inspector’s
training requirements are up-to-date, the
inspector’s current contact information,
and detailed information about any
adverse action that may affect the good
standing of the inspector.
(4) A process, developed under the
direction of a Professional Engineer and
approved by FHWA, to determine when
an inspection Team Leader’s
qualifications must meet § 650.509(b)(4)
in order to adequately and appropriately
lead an inspection of a complex tunnel
or a tunnel with distinctive features or
functions. At a minimum, the process
shall consider a tunnel’s type of
construction, functional systems,
history of performance, and physical
and operational conditions.
(f) A State DOT, Federal agency, or
tribal government may delegate
functions identified in paragraphs (e)(1),
(2), and (3) of this section through a
formal written agreement, but such
delegation does not relieve the State
DOT, Federal agency, or tribal
government of any of its responsibilities
under this subpart.
(g) The State DOT, Federal agency, or
tribal government tunnel inspection
organization shall have a Program
Manager with the qualifications listed in
§ 650.509(a), who has been delegated
responsibility for paragraphs (e)(1), (2),
and (3) of this section.
§ 650.509
Qualifications of personnel.
(a) A Program Manager shall, at a
minimum:
(1) Be a registered Professional
Engineer, or have 10 years of tunnel or
bridge inspection experience;
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(2) Be a nationally certified tunnel
inspector;
(3) Satisfy the requirements of
paragraphs (a)(1) and (2) of this section
by August 13, 2017; and
(4) Be able to determine when a Team
Leader’s qualifications must meet the
requirements of paragraph (b)(1)(i) of
this section in accordance with the
FHWA approved process developed in
accordance with § 650.507(e)(4).
(b) A Team Leader shall, at a
minimum:
(1) Meet at least one of the four
qualifications listed in paragraphs
(b)(1)(i) through (iv) of this section:
(i) Be a registered professional
engineer and have six months of tunnel
or bridge inspection experience.
(ii) Have 5 years of tunnel or bridge
inspection experience.
(iii) Have all of the following:
(A) A bachelor’s degree in engineering
or engineering technology from a college
or university accredited or determined
as substantially equivalent by the
Accreditation Board for Engineering and
Technology.
(B) Successfully passed the National
Council of Examiners for Engineering
and Surveying Fundamentals of
Engineering examination.
(C) Two (2) years of tunnel or bridge
inspection experience.
(iv) Have all of the following:
(A) An associate’s degree in
engineering or engineering technology
from a college or university accredited
or determined as substantially
equivalent by the Accreditation Board
for Engineering and Technology.
(B) Four years of tunnel or bridge
inspection experience.
(2) Be a nationally certified tunnel
inspector.
(3) Provide documentation supporting
the satisfaction of paragraphs (b)(1) and
(2) of this section to the Program
Manager of each State DOT, Federal
agency, or tribal government for which
they are performing tunnel inspections.
(4) Be a registered Professional
Engineer and have six months of tunnel
or bridge inspection experience if the
Program Manager determines through
the approved process developed under
§ 650.507(e)(4) that the tunnel being
inspected is complex or has distinctive
features or functions that warrant this
level of qualifications.
(c) Load ratings shall be performed by,
or under the direct supervision of, a
registered Professional Engineer.
(d) Each State DOT, Federal agency,
and tribal government shall determine
inspection personnel qualifications for
damage, cursory, and special
inspections.
(e) A nationally certified tunnel
inspector shall:
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(1) Complete an FHWA-approved
comprehensive tunnel inspection
training course and score 70 percent or
greater on an end-of-course assessment;
(2) Complete a cumulative total of 18
hours of FHWA-approved tunnel
inspection refresher training over each
60 month period; and
(3) Maintain documentation
supporting the satisfaction of
paragraphs (e)(1) and (2) of this section,
and, upon request, provide
documentation of their training status
and current contact information to the
Tunnel Inspection Organization of each
State DOT, Federal agency, or tribal
government for which they will be
performing tunnel inspections.
(f) Acceptable tunnel inspection
training includes the following:
(1) National Highway Institute
training. NHI courses on comprehensive
tunnel inspection training.
(2) FHWA approval of alternate
training. A State DOT, Federal agency,
or tribal government may submit to
FHWA a training course as an
alternative to the NHI course. The
FHWA shall approve alternative course
materials and end-of-course assessments
for national consistency and
certification purposes. The Program
Manager shall review the approved
alternative training course every 5 years
to ensure the material is current.
Updates to approved course materials
and end-of-course assessments shall be
resubmitted to FHWA for approval.
(g) In evaluating the tunnel inspection
experience requirements under
paragraphs (a) and (b) of this section, a
combination of tunnel design, tunnel
maintenance, tunnel construction, and
tunnel inspection experience, with the
predominant amount in tunnel
inspection, is acceptable. Also, the
following criteria should be considered:
(1) The relevance of the individual’s
actual experience, including the extent
to which the experience has enabled the
individual to develop the skills needed
to properly lead a tunnel safety
inspection.
(2) The individual’s exposure to the
problems or deficiencies common in the
types of tunnels being inspected by the
individual.
(3) The individual’s understanding of
the specific data collection needs and
requirements.
§ 650.511
Inspection interval.
(a) Initial inspection. A State DOT,
Federal agency, or tribal government
tunnel inspection organization shall
conduct, or cause to be conducted, an
initial inspection for each tunnel
described in § 650.503 as follows:
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(1) For existing tunnels, conduct a
routine inspection of each tunnel
according to the inspection guidance
provided in the Tunnel Operations,
Maintenance, Inspection and Evaluation
(TOMIE) Manual (incorporated by
reference, see § 650.517) by August 13,
2017.
(2) For tunnels completed after these
regulations take effect, the initial
routine inspection shall be conducted
after all construction is completed and
prior to opening to traffic, according to
the inspection guidance provided in the
Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual (incorporated by reference, see
§ 650.517).
(b) Routine inspections. A State DOT,
Federal agency, or tribal government
tunnel inspection organization shall
conduct, or cause to be conducted,
routine inspections for each tunnel
described in § 650.503 as follows:
(1) Establish for each tunnel the NTIS
routine Inspection Date in a month and
year (MM/DD/YYYY) format. This date
should only be modified by the Program
Manager in rare circumstances.
(2) Inspect each tunnel at regular 24month intervals.
(3) For tunnels needing inspection
more frequently than 24-month
intervals, establish criteria to determine
the level and frequency to which these
tunnels are inspected, based on a risk
analysis approach that considers such
factors as tunnel age, traffic
characteristics, geotechnical conditions,
and known deficiencies.
(4) Certain tunnels may be inspected
at regular intervals up to 48 months.
Inspecting a tunnel at an increased
interval may be appropriate when past
inspection findings and analysis
justifies the increased inspection
interval. At a minimum, the following
criteria shall be used to determine the
level and frequency of inspection based
on an assessed lower risk: Tunnel age,
time from last major rehabilitation,
tunnel complexity, traffic
characteristics, geotechnical conditions,
functional systems, and known
deficiencies. A written request that
justifies a regular routine inspection
interval between 24 and 48 months shall
be submitted to FHWA for review and
comment prior to the extended interval
being implemented.
(5) Inspect each tunnel in accordance
with the established interval. The
acceptable tolerance for inspection
interval is within 2 months before or
after the Inspection Date established in
paragraph (b)(1) of this section in order
to maintain that date. The actual month,
day, and year of the inspection are to be
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41371
reported in the National Tunnel
Inventory.
(c) Damage, in-depth, and special
inspections. The Program Manager shall
establish criteria to determine the level
and frequency of damage, in-depth, and
special inspections. Damage, in-depth,
and special inspections may use nondestructive testing or other methods not
used during routine inspections at an
interval established by the Program
Manager. In-depth inspections should
be scheduled for complex tunnels and
for certain structural elements and
functional systems when necessary to
fully ascertain the condition of the
element or system; hands-on inspection
may be necessary at some locations.
§ 650.513
Inspection procedures.
Each State DOT, Federal agency, or
tribal government tunnel inspection
organization, to carry out its inspection
responsibilities, shall perform or cause
to be performed all of the following:
(a) Inspect tunnel structural elements
and functional systems in accordance
with the inspection guidance provided
in the Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual (incorporated by reference, see
§ 650.517).
(b) Provide at least one Team Leader,
who meets the minimum qualifications
stated in § 650.509, at the tunnel at all
times during each initial, routine, and
in-depth inspection. The State DOT,
Federal agency, or tribal government
shall report the nationally certified
tunnel inspector identification for each
Team Leader that is wholly or partly
responsible for a tunnel inspection must
be reported to the National Tunnel
Inventory.
(c) Prepare and document tunnelspecific inspection procedures for each
tunnel inspected and inventoried that
shall:
(1) Take into account the design
assumptions and the tunnel complexity;
and
(2) Identify the—
(i) Tunnel structural elements and
functional systems to be inspected;
(ii) Methods of inspection to be used;
(iii) Frequency of inspection for each
method; and
(iv) Inspection equipment, access
equipment, and traffic coordination
needed.
(d) Establish requirements for
functional system testing, direct
observation of critical system checks,
and testing documentation.
(e) For complex tunnels, identify
specialized inspection procedures and
additional inspector training and
experience required to inspect complex
tunnels. Inspect complex tunnels
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according to the specialized inspection
procedures.
(f) Conduct tunnel inspections with
qualified staff not associated with the
operation or maintenance of the tunnel
structure or functional systems.
(g) Rate each tunnel’s safe vehicular
load-carrying capacity in accordance
with the Sections 6 or 8, AASHTO
Manual for Bridge Evaluation
(incorporated by reference, see
§ 650.517). A State DOT, Federal
agency, or tribal government shall
conduct a load rating evaluation as soon
as practical, but not later than three
months after the completion of the
inspection, if a change in condition is
identified. Post or restrict the highways
in or over the tunnel in accordance with
Section 6, AASHTO Manual for Bridge
Evaluation (incorporated by reference,
see § 650.517), or in accordance with
State law, when the maximum
unrestricted legal loads or State routine
permit loads exceed those allowed
under the operating rating or equivalent
rating factor. Postings shall be made as
soon as possible but not later than 30
days after a valid load rating determines
a need for such posting. At-grade
roadways in tunnels are exempt from
load rating. A State DOT, Federal
agency, or tribal government, shall
maintain load rating calculations or
input files with a summary of results as
a part of the tunnel record.
(h) Prepare tunnel inspection
documentation as described in the
Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE)
Manual (incorporated by reference, see
§ 650.517), and maintain written reports
or electronic files on the results of
tunnel inspections, together with
notations of any action taken to address
the findings of such inspections.
Maintain relevant maintenance and
inspection data to allow assessment of
current tunnel condition. At a
minimum, information collected will
include data regarding basic tunnel
information (e.g., tunnel location,
posted speed, inspection reports, repair
recommendations, and repair and
rehabilitation work completed), tunnel
and roadway geometrics, interior tunnel
structural features, portal structure
features, and tunnel systems
information. When available, tunnel
data collected shall include diagrams,
photos, condition of each structural and
functional system component, notations
of any action taken to address the
findings of such inspections, and the
national tunnel inspector certification
registry identification for each Team
Leader responsible in whole or in part
for the inspection.
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(i) Use systematic quality control and
quality assurance procedures to
maintain a high degree of accuracy and
consistency in the inspection program.
Include periodic field review of
inspection teams, data quality checks,
and independent review of inspection
reports and computations.
(j) Establish a Statewide, Federal
agency-wide, or tribal government-wide
procedure to ensure that critical
findings are addressed in a timely
manner. Notify FHWA within 24 hours
of any critical finding and the activities
taken, underway, or planned to resolve
or monitor the critical finding. Update
FHWA regularly or as requested on the
status of each critical finding until it is
resolved. Annually provide a written
report to FHWA with a summary of the
current status of the resolutions for each
critical finding identified within that
year or unresolved from a previous year.
(k) Provide information at least
annually, or more frequently upon
request, in cooperation with any FHWA
review of State DOT, Federal agency, or
tribal government compliance with the
NTIS. The FHWA will assess annually
State DOT compliance using statistical
assessments and well-defined measures
based on the requirements of this
subpart.
§ 650.515
Inventory.
(a) Preliminary inventory. Each State,
Federal agency, or tribal government
shall collect and submit the inventory
data items described in the
Specifications for the National Tunnel
Inventory (incorporated by reference,
see § 650.517) for all tunnels subject to
the NTIS by December 11, 2015.
(b) National Tunnel Inventory. Each
State, Federal agency, or tribal
government shall prepare, maintain, and
make available to FHWA upon request,
an inventory of all highway tunnels
subject to the NTIS that includes the
preliminary inventory information
submitted in paragraph (a) of this
section, reflects the findings of the most
recent tunnel inspection conducted, and
is consistent and coordinated with the
Specifications for the National Tunnel
Inventory.
(c) Data entry for inspections. For all
inspections, each State DOT, Federal
agency, or tribal government shall enter
the appropriate tunnel inspection data
into its inventory within 3 months after
the completion of the inspection.
(d) Data entry for tunnel
modifications and new tunnels. For
modifications to existing tunnels that
alter previously recorded data and new
tunnels, each State DOT, Federal
agency, or tribal government shall enter
the appropriate data into its inventory
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within 3 months after the completion of
the work.
(e) Data entry for tunnel load
restriction and closure changes. For
changes in traffic load restriction or
closure status, each State DOT, Federal
agency, or tribal government shall enter
the data into its inventory within 3
months after the change in status of the
tunnel.
§ 650.517
Incorporation by reference.
(a) Certain material is incorporated by
reference into this part with the
approval of the Director of the Federal
Register under 5 U.S.C. 552(a) and 1
CFR part 51. To enforce any edition
other than that specified in this section,
the FHWA must publish notice of
change in the Federal Register and the
material must be available to the public.
All approved material is available for
inspection at 1200 New Jersey Avenue
SE., Washington, DC 20590. For
questions regarding the availability of
this material at FHWA, call the FHWA
Regulations Officer, Office of the Chief
Counsel, HCC–10, 202–366–0761. This
material is also available for inspection
at the National Archives and Records
Administration (NARA). For
information on the availability of this
material at NARA, call 202–741–6030 or
go to https://www.archives.gov/federal_
register/code_of_federal_regulations/
ibr_locations.html.
(b) American Association of State
Highway and Transportation Officials
(AASHTO), Suite 249, 444 N. Capitol
Street NW., Washington, DC 20001,
800–231–3475, https://bookstore.
transportation.org.
(1) ‘‘The Manual of Bridge
Evaluation,’’ Section 6 ‘‘Load Rating’’
and Section 8 ‘‘Nondestructive Load
Testing,’’ Second Edition, 2011,
copyright 2011, incorporation by
reference approved for §§ 650.505 and
650.513(a).
(2) 2011 Interim Revisions to ‘‘The
Manual of Bridge Evaluation,’’ Section 6
‘‘Load Rating,’’ Second Edition, 2010,
copyright 2011, incorporation by
reference approved for §§ 650.505 and
650.513(a).
(3) 2013 Interim Revisions to ‘‘The
Manual of Bridge Evaluation,’’ Section 6
‘‘Load Rating,’’ Second Edition, 2010,
copyright 2013, incorporation by
reference approved for §§ 650.505 and
650.513(a).
(4) 2014 Interim Revisions to ‘‘The
Manual of Bridge Evaluation,’’ Section 6
‘‘Load Rating,’’ Second Edition, 2010,
copyright 2013, incorporation by
reference approved for §§ 650.505 and
650.513(a).
(5) 2015 Interim Revisions to ‘‘The
Manual of Bridge Evaluation,’’ Section 6
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‘‘Load Rating,’’ Second Edition, 2010,
copyright 2014, incorporation by
reference approved for §§ 650.505 and
650.513(a).
(c) Office of Bridges and Structures,
Federal Highway Administration, U.S.
Department of Transportation, 1200
New Jersey Avenue SE., Washington,
DC 20590.
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(1) FHWA–HIF–15–005, ‘‘Tunnel
Operations, Maintenance, Inspection
and Evaluation (TOMIE) Manual,’’ 2015
edition, available in electronic format at
https://www.fhwa.dot.gov/bridge/
inspection/tunnel/. Incorporation by
reference approved for §§ 650.505,
650.511(a), and 650.513(a) and (h).
PO 00000
(2) FHWA–HIF–15–006,
‘‘Specifications for National Tunnel
Inventory,’’ 2015 edition, available in
electronic format at https://www.fhwa.
dot.gov/bridge/inspection/tunnel/.
Incorporation by reference approved for
§ 650.515(a) and (b).
[FR Doc. 2015–16896 Filed 7–13–15; 8:45 am]
BILLING CODE 4910–22–P
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Agencies
[Federal Register Volume 80, Number 134 (Tuesday, July 14, 2015)]
[Rules and Regulations]
[Pages 41349-41373]
From the Federal Register Online via the Government Publishing Office [www.gpo.gov]
[FR Doc No: 2015-16896]
[[Page 41349]]
Vol. 80
Tuesday,
No. 134
July 14, 2015
Part V
Department of Transportation
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Federal Highway Administration
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23 CFR Part 650
National Tunnel Inspection Standards; Final Rule
Federal Register / Vol. 80 , No. 134 / Tuesday, July 14, 2015 / Rules
and Regulations
[[Page 41350]]
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DEPARTMENT OF TRANSPORTATION
Federal Highway Administration
23 CFR Part 650
[Docket No. FHWA-2008-0038]
RIN 2125-AF24
National Tunnel Inspection Standards
AGENCY: Federal Highway Administration (FHWA), Department of
Transportation (DOT).
ACTION: Final rule.
-----------------------------------------------------------------------
SUMMARY: This final rule establishes the National Tunnel Inspection
Standards (NTIS) for highway tunnels. The NTIS require tunnel owners to
establish a program for the inspection of highway tunnels, to maintain
a tunnel inventory, to report the inspection findings to FHWA, and to
correct any critical findings found during these inspections.
DATES: This final rule is effective August 13, 2015. The incorporation
by reference of certain publications listed in the rule is approved by
the Director of the Federal Register as of August 13, 2015.
FOR FURTHER INFORMATION CONTACT: Mr. Joseph Hartmann, Office of Bridges
and Structures, 202-366-4599; or Mr. Robert Black, Office of the Chief
Counsel, 202-366-1359, Federal Highway Administration, 1200 New Jersey
Ave. SE., Washington, DC 20590. Office hours are from 8 a.m. to 4:30
p.m., eastern time, Monday through Friday, except Federal holidays.
SUPPLEMENTARY INFORMATION:
Executive Summary
I. Purpose of the Regulatory Action
The purpose of this final rule is to establish the NTIS for tunnel
inspections consistent with the provisions of the Moving Ahead for
Progress in the 21st Century Act (MAP-21), which includes requirements
for establishing a highway tunnel inspection program, maintaining a
tunnel inventory, and reporting to FHWA of inspection results and, in
particular, critical findings, which are any structural or safety-
related deficiencies that require immediate follow-up inspection or
action. The NTIS apply to all structures defined as highway tunnels on
all public roads, on and off Federal-aid highways, including tribally
and federally owned tunnels.
Routine and thorough inspections of our Nation's tunnels are
necessary to maintain safe operation and prevent structural,
geotechnical, and functional failures. Data on the condition and
operation of our Nation's tunnels is necessary in order for tunnel
owners to make informed investment decisions as part of an asset
management program for maintenance and repair of their tunnels.
Recognizing that the safety and security of our Nation's tunnels are of
paramount importance, Congress declared in MAP-21 that it is in the
vital interest of the U.S. to inventory, inspect, and improve the
condition of the Nation's highway tunnels. As a result of this
declaration and the MAP-21 mandate found in 23 U.S.C. 144, FHWA
establishes the NTIS.
II. Summary of the Major Provisions of the Regulatory Action in
Question
The NTIS require the establishment of a National Tunnel Inventory
(NTI); routine inspections of tunnels on all public roads, on and off
Federal-aid highways, including tribally and federally owned tunnels;
written reports to FHWA of critical findings, as defined in 23 CFR
650.305; training for tunnel inspectors; a national certification
program for tunnel inspectors; and the timely correction of any
deficiencies.
Section 650.503 establishes the applicability of the NTIS to all
highway tunnels on all public roads as authorized by MAP-21.
Section 650.507 describes the organizational responsibilities
associated with successful implementation of the NTIS. Tunnel
inspection organizations are required to develop and maintain
inspection policies and procedures, ensure that inspections are
conducted in accordance with the proposed standards, collect and
maintain inspection data, and maintain a registry of nationally
certified tunnel inspection staff.
Section 650.509 establishes certain minimum qualifications for
tunnel inspection personnel. A Program Manager shall be a registered
Professional Engineer (P.E.) or have 10 years of tunnel or bridge
inspection experience, and be a nationally certified tunnel inspector.
The Team Leader shall be a nationally certified tunnel inspector and
either be a registered P.E. with 6 months of tunnel or bridge
inspection experience, or have 5 years of tunnel or bridge inspection
experience or an appropriate combination of education and experience as
detailed in the referenced section. This section also describes the
requirements for national certification of inspection staff.
Section 650.511 establishes a minimum inspection frequency of 24
months for routine tunnel inspections. An owner is permitted to
increase the frequency of inspection based on a risk analysis approach
that considers such factors as tunnel age, traffic characteristics,
geotechnical conditions, and known deficiencies. An owner does not need
FHWA approval to increase the frequency of inspection. An owner is
permitted to decrease the frequency of inspection after a written
request that considers tunnel age, time from last major rehabilitation,
tunnel complexity, traffic characteristics, geotechnical conditions,
functional systems, and known deficiencies has been reviewed and
commented on by FHWA.
Section 650.513 requires the establishment of a statewide, Federal
agencywide, or tribal governmentwide procedure to ensure that critical
findings, as defined in 23 CFR 650.305, are addressed in a timely
manner. Owners are required to notify FHWA within 24 hours of
identifying a critical finding and the actions taken to resolve or
monitor that finding. This section also discusses inspection procedures
for complex tunnels and functional systems, load rating of tunnels,
quality assurance, and quality control.
Section 650.515 requires certain inventory data to be collected and
reported for all tunnels subject to the NTIS within 120 days of the
effective date of this rule. This data will be used to create a
national inventory of tunnels that will provide a more accurate
assessment of the number and condition of the Nation's tunnels.
III. Costs and Benefits
The FHWA anticipates that the benefits associated with this
rulemaking will significantly outweigh the costs. The FHWA has only
limited data regarding the number of highway tunnels in the Nation and
the frequency and cost of their inspection. The FHWA received some data
from a 2003 informal survey of tunnel owners.\1\ Throughout this
rulemaking, FHWA relied on the data received from that survey to
develop estimates of the costs and benefits of this final rule. The
FHWA expects that there may be some tunnels that could be covered by
the expanded scope of this rulemaking that were not included in the
survey's limited data set; however, we believe that those tunnels would
be only a small fraction of the total cost and that the 2003 survey
data provides a sufficient basis for FHWA's analysis.
---------------------------------------------------------------------------
\1\ See Background section II.D. for more information.
---------------------------------------------------------------------------
The FHWA expects that the overall increase in tunnel inspection
costs across the Nation will be modest, as the vast majority of tunnel
owners already inspect at the 24-month interval required by the NTIS.
The FHWA does
[[Page 41351]]
not have any information regarding the cost of fixing critical findings
that are uncovered as a result of provisions in this rulemaking. Based
on current data, only two tunnel owners, that together own 15 tunnels
(bores), would be required to increase their current inspection
frequency as a result of this final rule. The FHWA is taking this
action because ensuring timely inspections of highway tunnels not only
enhances the safe passage of the traveling public, but also protects
investments in key infrastructure, as early detection of problems in
tunnels will likely increase their longevity and lead to lower repair
costs than problems found later. Inspections are vital to preventing
tunnel collapses and closures, which often result in millions of
dollars in repair and user fee costs.
Electronic Access and Filing
This document, the 2008 advance notice of proposed rulemaking
(ANPRM), the 2010 notice of proposed rulemaking (NPRM), the 2013
supplemental notice of proposed rulemaking (SNPRM), and all comments
received may be viewed online through the Federal eRulemaking portal at
https://www.regulations.gov. The Web site is available 24 hours each
day, 365 days each year. An electronic copy of this document may also
be downloaded by accessing the Office of the Federal Register's home
page at: https://www.federalregister.gov.
Background
I. Need for Tunnel Inspection Standards
The majority of road tunnels in the United States were constructed
during two distinct periods of highway system expansion. A significant
number of these tunnels were constructed in the 1930s and 1940s as part
of public works programs associated with recovery from the Great
Depression. Another significant number were constructed for the
developing Interstate Highway System in the 1950s and 1960s. As a
result, most of these structures have exceeded their designed service
lives and need to be routinely inspected to ensure continued safe and
efficient operation.
The structural, geotechnical, and functional components and systems
that make up tunnels deteriorate and corrode due to the harsh
environment in which these structures are operated. As a result,
routine and thorough inspection of these elements is necessary to
collect the data needed to maintain safe tunnel operation and to
prevent structural, geotechnical, and functional failures. As our
Nation's tunnels continue to age, an accurate and thorough assessment
of each tunnel's condition is critical to avoid a decline in service
and maintain a safe, functional, and reliable highway system.
In addition to ensuring safety, it is also necessary to collect
data on the condition and operation of our Nation's tunnels for owners
to make informed investment decisions as part of a systematic,
integrated approach to transportation asset management. Without such an
approach, ensuring an accountable and sustainable practice of
maintenance, preservation, rehabilitation, or replacement across an
inventory of tunnels is a significant challenge. Data-driven asset
management provides tunnel owners with a proven framework for long-term
accountability and accomplishment.\2\ The data collected must be robust
enough to support investment decisions within a State and consistent
enough to identify national trends in performance and link Federal
transportation expenditures to programmatic results.
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\2\ On February 20, 2015 at 80 FR 9231, FHWA issued an NPRM to
implement the MAP-21 Asset Management provisions (23 U.S.C. 119(e)).
Please see that NPRM for more information on the establishment of
State asset management plans.
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Timely and reliable tunnel inspection is vital to uncovering safety
problems and preventing failures. When corrosion or leakage occurs,
electrical or mechanical systems malfunction, or concrete cracking and
spalling signs appear, they may be symptomatic of larger problems. The
importance of tunnel inspection was demonstrated in the summer of 2007
in the I-70 Hanging Lake tunnel in Colorado when a ceiling and roof
inspection uncovered a crack in the roof that compromised the
structural integrity of the tunnel. This discovery prompted the closure
of the tunnel for several months for needed repairs. The repairs
prevented a potential catastrophic tunnel failure and loss of life.
That failure could have resulted in a longer period of repairs,
injuries, and death.
Unfortunately, loss of life was not avoided in Oregon in 1999. In
January of that year, a portion of the lining of the Sunset Tunnel
located near Manning (west of Portland) collapsed, killing an Oregon
DOT employee. At the time of the collapse, the lining was being
inspected after a heavy rain to ensure its safety in response to a
report by a concerned traveler. The extent of deterioration in the
lining had not been identified and regularly documented in previous
inspections of the tunnel, which occurred variably. As a result, the
lining had deteriorated to the point that the safety inspection after
the rain event was sufficient to trigger the collapse. Following the
accident, Oregon DOT reviewed their tunnel inspection program and
identified a need to define what a tunnel is and establish criteria,
procedures, and professional qualifications for tunnel inspection.
Inadequate tunnel inspection was again linked to a loss of life in
Massachusetts in 2006. In July of that year, a portion of the suspended
ceiling collapsed onto the roadway in the I-90 Central Artery Tunnel in
Boston, killing a motorist. It also resulted in closure of this portion
of the tunnel for 6 months while repairs were made, causing significant
traffic delays and productivity losses. The National Transportation
Safety Board (NTSB) stated in its accident investigation report that,
``had the Massachusetts Turnpike Authority, at regular intervals
between November 2003 and July 2006, inspected the area above the
suspended ceilings in the D Street portal tunnels, the anchor creep
that led to this accident would likely have been detected, and action
could have been taken that would have prevented this accident.'' \3\
Among its recommendations, NTSB suggested that FHWA seek legislative
authority to establish a mandatory tunnel inspection program similar to
the National Bridge Inspection Standards (NBIS) that would identify
critical inspection elements and specify an appropriate inspection
frequency. Additionally, the DOT Inspector General (IG), in testimony
before Congress in October 2007, highlighted the need for a tunnel
inspection and reporting system to ensure the safety of the Nation's
tunnels, stating that FHWA ``should develop and implement a system to
ensure that States inspect and report on tunnel conditions.'' The IG
went on to state that FHWA should establish rigorous inspection
standards.\4\
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\3\ ``Ceiling Collapse in the Interstate 90 Connector Tunnel
Boston, Massachusetts July 10, 2006,'' Highway Accident Report,
NTSB/HAR-07/02, July 10, 2006. An electronic format version is
available at: https://www.ntsb.gov/doclib/reports/2007/HAR0702.pdf.
\4\ The U.S. Department of Transportation, Office of the
Inspector General, ``Challenges Facing the U.S. Department of
Transportation, Fiscal Year 2008,'' October 2007, CC-2008-007. An
electronic format version is available at: https://www.oig.dot.gov/sites/dot/files/pdfdocs/Statement6_DOTAcitivies101507_508version.pdf.
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More recently, inspection of ceiling panels in the westbound I-264
Downtown Tunnel in Portsmouth, Virginia, prevented a catastrophic
failure. The Virginia DOT routinely performs an in-depth inspection of
this tunnel at approximate intervals of 5 to 7 years. During an
inspection in 2009,
[[Page 41352]]
Virginia DOT personnel found aggressive corrosion of embedded bolts
used to support the ceiling panels over the roadway. Upon further
evaluation, it was determined that the ceiling panels needed to be
removed to ensure the safety of the traveling public. The tunnel was
closed for 6 consecutive weekends to perform this maintenance activity.
If there had not been a timely inspection, the corrosion would have
worsened and there would likely have been a collapse that could have
caused death, injuries, or property damage, and complete closure of the
tunnel for an extended period of time, resulting in significant
productivity losses.
Most recently, on December 2, 2012, the suspended ceiling in
Japan's Sasago Tunnel collapsed onto the roadway below and crushed
several cars, resulting in the deaths of nine motorists. Early reports
in the media citing Japanese officials indicated that the collapse was
likely the result of the failure of the anchor bolts connecting the
suspended ceiling to the tunnel roof. According to the Central Japan
Expressway Company, which is responsible for the operation of the
tunnel, those connections had not been thoroughly inspected due to
issues with access.\5\
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\5\ https://abcnews.go.com/blogs/headlines/2012/12/japan-orders-immediate-inspections-after-deadly-tunnel-collapse/.
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The FHWA estimates that tunnels represent nearly 100 miles--
approximately 517,000 linear feet--of Interstates, State routes, and
local routes. Tunnels such as the Central Artery Tunnel in
Massachusetts, the Lincoln Tunnel in New York, and the Fort McHenry and
the Baltimore Harbor Tunnels in Maryland are a vital part of the
national transportation infrastructure. These tunnels accommodate huge
volumes of daily traffic, contributing to the Nation's mobility. For
example, according to the Port Authority of New York and New Jersey,
the Lincoln Tunnel carries approximately 120,000 vehicles per day,
making it the busiest vehicular tunnel in the world. The Fort McHenry
Tunnel handles a daily traffic volume of more than 115,000 vehicles.
Any disruption of traffic in these or other highly traveled tunnels
would result in a significant loss of productivity and have severe
financial impacts on a large region of the country.
On October 29, 2012, flooding caused by Hurricane Sandy led to the
closure of many of the vehicular, transit, and rail tunnels in the New
York City metropolitan area. Although it is difficult to quantify the
total economic impact of these tunnel closures, Amtrak reported an
operational loss of approximately $60 million due to the closures of
four of its tunnels in the region.\6\ These closings, although the
result of an extreme event and not a structural or functional safety
issue, demonstrate the value of the continued operation of tunnels.
Because of their importance to local, regional, and national economies
and to our national defense, it is imperative that tunnels are properly
inspected to ensure the continued safe passage of the traveling public
and commercial goods and services.
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\6\ https://www.amtrak.com/ccurl/920/456/Amtrak-Requests-.pdf.
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Of particular concern is the possibility of a fire emergency in one
of our Nation's tunnels. Numerous domestic and international incidents
demonstrate that tunnel fires often result in a large number of
fatalities. In April 1982, seven people lost their lives in the
Caldecott tunnel, which carries State Route 24 between Oakland and
Orinda, California, when a truck carrying flammable liquid crashed and
subsequently collided with other vehicles. In October 2001, 11 people
were killed when a fire erupted in the Gotthard tunnel in Switzerland
following a head-on collision. In 2000, 162 people were killed when a
fire started in the Kaprun train tunnel in Austria. In 1999, 39 people
died when a truck caught fire in the Mont Blanc tunnel on the French-
Italian border. Tests of 26 tunnels in 13 European countries in 2010 by
the European Tunnel Assessment Programme indicated a number of
inadequacies related to fire safety, including missing hydrants, no
barriers to close the tunnel, inadequate lighting, and insufficient
escape route signs.\7\ National inspection standards are needed to
ensure lights, signs, barriers, and tunnel walls are inspected and fire
suppression systems are maintained in safe and operable condition. Such
safety features are of critical importance in the event of a fire
emergency.
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\7\ https://www.independent.co.uk/news/world/europe/new-tunnel-rules-to-be-introduced-after-high-death-toll-7566220.html.
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Timely inspections of highway tunnels not only enhance the safe
passage of the traveling public, they also contribute to the efficient
movement of goods and people and to millions of dollars in fuel
savings. For example, the Eisenhower/Johnson Memorial Tunnels, located
west of Denver on I-70, facilitate the movement of people and goods
from the eastern slope to the western slope of the Rocky Mountains. The
Colorado DOT estimates that the public saves 9.1 miles by traveling
through these tunnels instead of over U.S. Highway 6, Loveland Pass. In
2000, approximately 28,000 vehicles traveled through the tunnels per
day, which is equal to 10.3 million vehicles per year.\8\ Accordingly,
FHWA estimates that by traveling through the Eisenhower/Johnson
Memorial Tunnels, the public saved approximately 90.7 million miles of
travel and millions of dollars in associated fuel costs in 2000. These
tunnels help to expedite the transport of goods and people, prevent
congestion along alternative routes, and save users money and fuel. If
these tunnels were closed due to a collapse or other safety hazard, the
economic effects would be considerable.
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\8\ See https://www.coloradodot.info/travel/eisenhower-tunnel/eisenhower-tunnel-interesting-facts.html.
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While the above examples do not constitute a comprehensive list of
issues resulting from lack of inspections, they do demonstrate why
routine and thorough tunnel inspection is vital to uncovering safety
problems and preventing catastrophic failure of key tunnel components.
II. Research Related to Tunnel Inspections
In addition to the focus Congress has given to tunnel inspection,
the NTSB, State DOTs, the IG, FHWA, and others have conducted extensive
research related to tunnel design, construction, rehabilitation, and
inspection. The following partial list of those activities and projects
related to tunnel safety all underscore the need to develop consistent
and reliable inspection standards.
A. Underground Transportation Systems in Europe: Safety,
Operations, and Emergency Response.\9\ In 2005, FHWA, the American
Association of State Highway and Transportation Officials (AASHTO), and
the National Cooperative Highway Research Program (NCHRP), sponsored a
study of equipment, systems, and procedures used in the operation and
management of tunnels in 9 European countries (Austria, Denmark,
France, Germany, Italy, Norway, the Netherlands, Sweden, and
Switzerland). One objective of this scan was to identify best
practices, specialized technologies, and standards used in monitoring
and inspecting the structural elements and operating
[[Page 41353]]
equipment of roadway tunnels to ensure optimal performance and minimize
downtime for maintenance or rehabilitation. As a result of the study,
the international team recommended that the United States implement a
risk-management approach to tunnel inspection and maintenance. In
regard to current practices, the report states that ``only limited
national guidelines, standards, or specifications are available for
tunnel design, construction, safety inspection, traffic and incident
management, maintenance, security, and protection against natural or
manmade disasters.'' The report also notes that only ``through
knowledge of the systems and the structure gained from intelligent
monitoring and analysis of the collected data, the owner can use a
risk-based approach to schedule the time and frequency of inspections
and establish priorities.''
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\9\ Federal Highway Administration, ``Underground Transportation
Systems in Europe: Safety, Operations, and Emergency Response,''
Office of International Programs, FHWA-PL-06-016, June 2006. An
electronic format version is available at: https://international.fhwa.dot.gov/uts/uts.pdf.
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B. NCHRP Project 20-07/Task 261, Best Practices for Implementing
Quality Control and Quality Assurance for Tunnel Inspection.\10\ In
response to NTSB's preliminary safety recommendations resulting from
the I-90 Central Artery Tunnel partial ceiling collapse investigation
in Boston, FHWA and AASHTO initiated this NCHRP research project. The
objective of the project was to develop guidelines for owners to
implement quality control and quality assurance practices for tunnel
inspection, operational safety and emergency response systems testing,
and inventory procedures to improve the safety of highway tunnels.
During the course of the project, the researchers found that tunnel
owners in the United States inspect their structures at variable
intervals ranging from 1 week to 6 years. The report states that
``[s]ince there is currently no consistency in the tunnel inspection
techniques used by the various tunnel owners, implementing NTIS and
developing a tunnel inspector training program on applying those
standards will be vital to ensuring a consistent tunnel inspection
program for all tunnels across the nation.''
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\10\ National Cooperative Highway Research Program, ``Best
Practices for Implementing Quality Control and Quality Assurance for
Tunnel Inspection,'' Prepared for the AASHTO Technical Committee for
Tunnels (T-20), NCHRP Project 20-07, Task 261 Final Report, October
2009. An electronic format version is available at: https://onlinepubs.trb.org/onlinepubs/nchrp/docs/NCHRP20-07(261)_FR.pdf.
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C. Best Practices for Roadway Tunnel Design, Construction,
Maintenance, Inspection, and Operations.\11\ This domestic scanning
tour was conducted during August and September 2009, and done in
partnership with FHWA, AASHTO, and NCHRP to determine if a need existed
for national tunnel inspection standards and an NTI. The scan focused
on the inventory criteria used by highway tunnel owners; highway tunnel
design and construction standards used by State DOTs and other tunnel
owners; maintenance and inspection practices; operations, including
safety, as related to emergency response capability; and specialized
tunnel technologies. The scan team found that the most effective tunnel
inspection programs were developed from similar bridge inspection
programs. It was determined that tunnel owners often use bridge
inspectors to inspect their tunnels because bridges and tunnels are
designed and constructed with similar materials and methods, exposed to
similar environments, and can be reliably inspected with similar
technologies. As a result, the scan team recommended that the
development of a tunnel inspection program be as similar as possible to
the current bridge inspection program to further capitalize on the
success of the standards for bridge inspection established through the
NBIS.
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\11\ National Cooperative Highway Research Program, ``Best
Practices for Roadway Tunnel Design, Construction, Maintenance,
Inspection, and Operations,'' Prepared for the AASHTO Technical
Committee for Tunnels (T-20), NCHRP Project 20-68A Scan 09-05 Final
Report, April 2011. An electronic format version is available at:
https://onlinepubs.trb.org/onlinepubs/nchrp/docs/NCHRP20-68A_09-05.pdf.
---------------------------------------------------------------------------
D. 2003 Informal FHWA Survey. In 2003, FHWA conducted an informal
survey to collect information about the tunnel inventory, maintenance
practices, inspection practices, and tunnel management practices of
each State. Of the 45 highway tunnel owners surveyed, 40 responses were
received. The survey results suggest that there are approximately 350
highway tunnels (bores) in the Nation and they are currently inspected
by their owners at intervals ranging from 1 day to 10 years.\12\ The
average inspection interval for the 37 responses that included data on
this measure was a little over 24 months (2.05 years).
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\12\ The definition of a highway tunnel used in the 2003 survey
pertained to a single ``bore'' or constructed shape, but did not
pertain to a given tunnel name (i.e. a tunnel such as the Holland
tunnel in New York actually consists of two tunnels, one in each
direction).
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E. Highway and Rail Transit Tunnel Inspection Manual (HRTTIM).
Recognizing that tunnel owners are not required to inspect tunnels
routinely and inspection methods vary among entities that inspect
tunnels, FHWA and the Federal Transit Administration developed the
HRTTIM for the inspection of tunnels in 2003. These guidelines, updated
in 2005,\13\ outline recommended procedures and practices for the
inspection, documentation, and priority classification of deficiencies
for various elements that comprise a tunnel.
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\13\ The Federal Highway Administration/Federal Transit
Administration ``Highway and Rail Transit Tunnel Inspection
Manual,'' 2005 edition, is available in electronic format at: https://www.fhwa.dot.gov/bridge/tunnel/management/.
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III. NTIS
Recognizing that the safety and security of our Nation's tunnels
are of paramount importance and pursuant to the legislative mandate in
MAP-21, FHWA developed the NTIS. The FHWA modeled the NTIS after the
existing NBIS, located at 23 CFR part 650, subpart C. The more than 40-
year history of the NBIS has enabled the States to identify and manage
deterioration and the emergence of previously unknown problems in their
bridge inventory; evaluate those structures properly; and make the
repairs needed to mitigate the escalating cost of repairing or
replacing older bridges. Similar needs and concerns exist for the
owners of aging highway tunnels. The NBIS provided a starting point for
designing a national tunnel inspection program. The FHWA has therefore
modeled the NTIS after the NBIS, and will make appropriate changes in
the NTIS as it gains more experience with tunnel inspections and safety
problems. The NTIS will be added under subpart E of 23 CFR part 650--
Bridges, Structures, and Hydraulics.
The NTIS require the proper safety inspection and evaluation of all
tunnels. The NTIS are needed to ensure that all structural, mechanical,
electrical, hydraulic, and ventilation systems and other major elements
of our Nation's tunnels are inspected and tested on a regular basis.
The NTIS will also enhance the safety of our Nation's highway tunnels
by making tunnel inspections consistent across the Nation.
The NTIS will create a national inventory of tunnels that will
result in a more accurate assessment and provide the public with a more
transparent view of the number and condition of the Nation's tunnels.
Tunnel information will be made available to the public in the same way
as bridge data contained in the National Bridge Inventory (NBI). The
tunnel inventory data will also be available in the annual report to
Congress required by MAP-21. The tunnel inventory data will allow FHWA
to track and identify any patterns of tunnel deficiencies and
facilitate repairs
[[Page 41354]]
by States to ensure the safety of the public. Tunnel owners will also
be able to integrate tunnel inventory data into an asset management
program for maintenance and repairs of their tunnels. The data
collection requirements in the NTIS are consistent with the
performance-based approach to carrying out the Federal-aid highway
program established by Congress in MAP-21. These requirements will
fulfill the congressional directive to establish a data-driven, risk-
based approach for the maintenance, replacement, and rehabilitation of
highway tunnels. Such an approach will help to ensure the efficient and
effective use of Federal resources.
The NTIS will ensure that tunnels are inspected by qualified
personnel by creating a certification program for tunnel inspectors and
a comprehensive training course.
IV. Summary of Significant Changes Made in the Final Rule
The final rule was revised in response to comments received on the
SNPRM (78 FR 46118). The following paragraphs summarize the most
significant of those changes. Editorial or slight changes in language
for consistency are not addressed in this section.
In Sec. 650.505, a definition for end-of-course assessment was
added. This definition was needed to clarify the qualification
requirements for Program Managers and Team Leaders in Sec. 650.509.
Section 650.507 was retitled Tunnel Inspection Organization
Responsibilities. Since the provisions of this section deal primarily
with the responsibilities of a tunnel inspection organization rather
than the structure and mechanisms of that organization, the title was
amended to better reflect the content.
Language was added to Sec. 650.507(e)(2) to explicitly state that
the Tunnel Inspection Organization is responsible for managing critical
findings. The MAP-21 assigns this responsibility and the language in
this section was added to emphasize that requirement (23 U.S.C.
144(h)(2)(D) and 144(h)(3)(B)).
Section 650.507(e)(4) was added to respond to comments received on
Sec. 650.509 Qualifications of Personnel. This new paragraph was added
to ensure that adequately qualified personnel inspect complex tunnels
or tunnels with distinctive features or functions.
In Sec. 650.509, the qualifications for Program Manager and Team
Leader have been significantly altered in response to comments received
on the SNPRM. The majority of the commenters requested relief from the
requirement that Program Managers and Team Leaders must have a P.E.
license in addition to experience and training requirements. With only
minor differences, the general qualifications for Program Managers and
Team Leaders now closely mirror those for the same positions under the
NBIS. Under the final rule, a P.E. license is only required for Team
Leaders if an FHWA-approved process determines that the qualification
is necessary to adequately and appropriately inspect a tunnel that is
complex or has distinctive features or functions. The FHWA eliminated
the training and national certification requirements for inspectors
other than Program Managers and Team Leaders. Instead, the appropriate
training for those inspectors is left to the discretion of the
responsible States, Federal agencies, and tribal governments.
In Sec. 650.511, the format of the Inspection Date was altered in
response to comments. Some owners believe that the four-digit year
should be captured in the NTI records. The FHWA concurs and the
required format is now MM/DD/YYYY.
In Sec. 650.513, in response to several comments, the requirement
to conduct a load rating within 1 month of the completion of an
inspection was extended to 3 months, and the requirement to post a
tunnel within 48 hours of the determination of need was extended to 30
days. If an inspection determined that deterioration had significantly
changed the capacity of an element, it is expected that a load rating
would be conducted earlier than 3 months in order to ensure the safety
of the tunnel. Likewise, if an inspection determined that the posting
load was significantly below the legal load as to be a safety issue, it
is expected that posting would occur earlier than 30 days. These are
examples of critical findings that are required to be addressed under
this rule.
A number of non-substantive changes were made to the regulatory
text for clarity and formatting purposes.
Regulatory History
The FHWA issued an ANPRM on November 18, 2008, (73 FR 68365) to
solicit public comments regarding 14 categories of information related
to tunnel inspections to help FHWA develop the NTIS. The FHWA reviewed
and analyzed the comments received in response to the ANPRM and
published an NPRM on July 22, 2010 (75 FR 42643). In the NPRM, FHWA
proposed establishing the NTIS based in part on the comments received
in response to the ANPRM. The FHWA published an SNPRM on July 30, 2013,
(78 FR 46118) in order to update NTIS for the comments received on the
NPRM and incorporate the requirements mandated in MAP-21. The FHWA
received comments on the SNPRM from 26 commenters, including: 16 State
DOTs (Alabama, Alaska, California, Florida, Michigan, Missouri, New
York, North Carolina, Ohio, Oregon, Pennsylvania, South Dakota,
Tennessee, Texas, Virginia, and Washington); 1 engineering consulting
firm (Architecture, Engineering, Consulting, Operations, and
Maintenance Technology Corporation (AECOM)); 4 organizations (AASHTO,
American Council of Engineering Companies (ACEC), National Society of
Professional Engineers (NSPE), and Professional Engineers in California
Government (PECG)); 2 local authorities (the Maryland Transportation
Authority (MdTA) and Metropolitan Transportation Authority Bridges and
Tunnels of New York City (MTABT); 2 private citizens (William Wright
and John Williams); and 1 anonymous commenter. This final rule
addresses the comments received on the SNPRM and establishes the NTIS.
Section-by-Section Analysis
650.501 Purpose
The California DOT commented that a regulation focused on in-
service inspection will not prevent another occurrence of the
Massachusetts ``Big Dig'' failure.
The FHWA Response: With regard to the ``Big Dig'' failure, the NTSB
investigation found that ``had the Massachusetts Turnpike Authority, at
regular intervals between November 2003 and July 2006, inspected the
area above the suspended ceilings in the D Street portal tunnels, the
anchor creep that led to this accident would likely have been detected,
and action could have been taken that would have prevented this
accident.'' \14\ The FHWA concurs with NTSB that timely tunnel routine
(in-service) inspections are key to preventing tunnel failures such as
the Big Dig failure.
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\14\ NTSB, Ceiling Collapse in the Interstate 90 Connector
Tunnel 103 (2007), https://www.ntsb.gov/doclib/reports/2007/HAR0702.pdf.
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The Missouri DOT commented that although it seems logical to make
the NTIS similar to the NBIS, tunnels are unique structures and should
be treated differently from bridges.
The FHWA Response: The FHWA did use the NBIS as a starting point in
developing the NTIS. The NBIS have proven successful in ensuring the
safety
[[Page 41355]]
of the Nation's bridges for several decades. However, FHWA recognizes
the difference between tunnels and bridges and portions of the NTIS
depart from the companion provisions of the NBIS where necessary.
650.503 Applicability
The Alaska Department of Transportation and Public Facilities
commented that owners should decide whether a structure will be defined
as a tunnel, culvert, or bridge.
The FHWA Response: Where a structure could be defined as either a
bridge or a tunnel, as in the case of a ``tunnel'' that is used to
support a roadway, this regulation gives the structure's owner the
discretion to determine how it will be classified (tunnel, culvert, or
bridge). Under such a scenario the structure may be classified as
either a tunnel or a bridge, but not both. Structures classified as
bridges would be subject to the NBIS, while those structures classified
as tunnels would be subject to the NTIS. Bridge-length culverts are
classified as bridges and are also subject to the NBIS. When a
structure functions solely as a tunnel, FHWA expects that it will be
defined as a tunnel.
650.505 Definitions
American Association of State Highway and Transportation Officials
(AASHTO) Manual for Bridge Evaluation. The FHWA changed this definition
so that it's consistent with the incorporation be reference section.
This change allows the FHWA to require the current version of the
document to be utilized.
Complex tunnel. The AASHTO and the Ohio, Pennsylvania, and New York
DOTs commented that the definition of ``complex tunnel'' is too vague
and that a clearer definition is needed. They suggest adding additional
features like geometrics, structural criteria, and/or inclusion of
functional systems to better define a ``complex tunnel.'' The Missouri
DOT suggested that there is no need to define ``complex tunnel'' since
all tunnels are complex by their nature and will require an individual
approach for inspection. The Oregon DOT suggested that the definition
include tunnels with multiple traffic levels, multiple traffic
directions, on/off ramps, and ventilation systems that have automated
controls or fire suppression systems.
The FHWA response: The FHWA believes the modified version of the
AASHTO T-20 definition is adequate to capture the structures targeted
by this regulation without overcomplicating the determination of what
is or is not a tunnel.\15\ The current definition clearly states that a
structure shall be inspected and reported only once under either the
NBIS or the NTIS, but not both. The FHWA believes that including
categories for tunnels, or additional detailed language on functional
systems or type of construction, would narrow what is intended to be a
fairly broad definition. Also, the definition for complex tunnel
addresses advanced or unique structural elements or functional systems.
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\15\ ``AASHTO T-20'' refers to the American Association of State
Highway and Transportation Officials Highway Subcommittee on Bridges
and Structures, Technical Committee T-20 Tunnels.
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Critical findings. The Texas DOT suggested that FHWA define
``critical findings'' for tunnels in order to ensure national
consistency. Ohio DOT suggested considering a condition coding of `2'
or less as the definition of a ``critical finding.''
The FHWA response: The FHWA believes it is not possible to create
an all-inclusive list of issues that could exist in tunnels and that
adding additional language would limit the definition of a ``critical
finding.'' Tunnels will be inspected using an element-level methodology
included in the Tunnel Operations, Maintenance, Inspection and
Evaluation (TOMIE) Manual and, as a result, will not generate condition
codes.
End-of-course assessment. As outlined in the below discussion, FHWA
has significantly altered the qualification requirements for Program
Managers and Team Leaders in response to comments. As a result, it
became necessary to include a definition for ``end-of-course
assessment'' as this phrase is now used in the determination of the
qualifications for a Program Manager and Team Leader. The term ``end-
of-course assessment'' means a comprehensive examination given to
students after the completion of a training course.
Inspection Date. Washington State DOT questioned whether the
official Inspection Date is the first day or last day of the inspection
if the inspection lasts for more than 1 day. Oregon DOT and AASHTO
noted that some States record the Inspection Date as the date the
inspection was completed.
The FHWA response: Irrespective of the duration of the inspection,
the ``Inspection Date'' is the date, established by the Program
Manager, on which the inspection begins.
Load rating. The Ohio DOT suggested that under the definition for
``load rating,'' ``there are non-vehicular loads the tunnel should
account for i.e. rock impact, suspended systems.'' The AASHTO expressed
concern that the definition does not include the evaluation of ``tunnel
ceiling hangers or conduit attachments for dead load of the ceiling
itself and for live load produced by trucks pushing air thru the
tunnels that creates a compression force on the hangers.''
The FHWA response: The current definition of ``load rating'' in 23
CFR 650.305 is ``the determination of the live load carrying capacity
of a bridge using bridge plans and supplemented by information gathered
from a field inspection.'' The current definition in the AASHTO Manual
for Bridge Evaluation is ``the determination of the live-load carrying
capacity of an existing bridge.'' As the proposed definition is
consistent with 23 CFR 650.305 and the AASHTO Manual, FHWA declines the
changes suggested by AASHTO and Ohio DOT. In addition, the commenters'
suggested changes would effectively incorporate structural evaluation,
which is separate from load rating. Structural evaluation can be
required by the owner at any time and should occur automatically if
damage or deterioration with the potential to affect performance is
detected through an inspection.
Routine permit load. Ohio DOT suggested that the definition for
``routine permit load'' should also include ``geometrics taking into
consideration the limited size, curvature, and traffic control
associated with permitted vehicles through tunnels.''
The FHWA response: The FHWA believes the definition in this rule is
consistent with the definition used in the NBIS and is commonly
accepted and understood within the bridge and tunnel community. Routine
permit loads need to be defined for the purposes of this rule because
they are used to conduct load ratings. While factors like geometrics
and traffic control are important considerations for evaluating safe
passage of vehicles in tunnels, for the purposes of defining routine
permit load, they are unnecessary.
Tunnel. California and Ohio DOTs suggested that the definition of
``tunnel'' include such physical parameters as linear length, length to
width, forced ventilation to limit carbon monoxide buildup, fire
suppression systems, structures bored or mined through undisturbed
material, emergency egress, and depth of cover. They suggested that the
definition needs to be explicit to ensure public entities are able to
consistently distinguish the difference between a tunnel, bridge, and
culvert. The South Dakota DOT questioned
[[Page 41356]]
whether FHWA intends for the tunnel inventory to include ``short/small
hard rock unlined tunnels that have no man made structural
components.'' Tennessee DOT suggested that the definition ensures a
structure is exempt from the tunnel inspection program only if it is
being inspected under the NBIS as a full bridge record, as opposed to
only an underpass record. They also suggested that FHWA include a
minimum length in the definition. Tennessee DOT explained that ``the
length should be selected such that it is large enough to exclude
normal underpass structures but will include any structure that is long
enough to require the special attributes (lighting, ventilation, etc.)
of true tunnels.'' They recommended a length of 50 meters. Florida DOT
interpreted the proposed definition of ``tunnel'' to say that if a
tunnel is inspected and inventoried as part of their bridge inspection
program, then they don't have to include that tunnel in a tunnel
inspection program.
The FHWA response: The FHWA believes the modified version of the
AASHTO T-20 definition is adequate to capture the structures targeted
with this proposed regulation without overly complicating the
determination of what constitutes a tunnel. Consistent with the
majority of the comments received on the ANPRM and the NPRM, this
definition does not include a minimum length. The FHWA believes that
including categories for tunnels, or additional detailed language on
functional systems or type of construction, would narrow what is
intended to be a broad definition. Also, the definition for ``complex
tunnel'' addresses advanced or unique structural elements or functional
systems. Finally, if a State DOT classifies a structure as a tunnel, it
will need to be inspected and inventoried under NTIS. If a structure
serves a dual purpose and is already being inspected and inventoried
under NBIS, it will be the State DOT's decision to reclassify the
structure as a tunnel.
Washington State DOT noted that the ``tunnel'' definition ``does
not make reference to load carrying element. In fact it states
``bridges'' are covered separately under the NBI.'' The Washington
State DOT suggested that FHWA modify the definition to clarify what the
load rating requirements are referring to, and whether the load ratings
for traffic carrying elements will be reported under NTIS or NBIS.
The FHWA Response: Within the NTIS regulations, the definition of
load rating includes the phrase ``the determination of the vehicular
live load carrying capacity within or above the tunnel.'' As the
commenter notes, these structures do not include bridges or culverts.
Therefore these elements will be reported to the NTI.
Tunnel inspection experience. The Washington State DOT noted that
``tunnel inspection experience'' should include experience in similar
fields such as bridge inspection. The Ohio DOT suggested that the
definition for tunnel inspection experience is too restrictive and will
encourage entities to code potential tunnels as bridges.
The FHWA response: The FHWA added language in the SNPRM to clarify
the criteria to be used in evaluating years of experience under Sec.
650.509(a), including: The relevance of the individual's actual
experience, exposure to problems or deficiencies common in the types of
tunnels inspected by the individual, complexity of tunnels inspected
relative to the individual's skills and knowledge, and the individual's
understanding of data collection needs and requirements. Under the
NTIS, tunnel inspection experience is only one of the requirements used
to evaluate the eligibility of a Program Manager or Team Leader.
Oregon DOT and AASHTO noted that owner agencies have very few
tunnels in comparison to bridges, making it unlikely that tunnel
inspection will be a full time job in most agencies. They raised their
concern that, as proposed, the experience requirement would cause
inspection outsourcing. To address this, they suggested modifying the
definition of ``tunnel inspection experience'' to make participation in
a single tunnel inspection per calendar year sufficient.
The FHWA response: The FHWA believes that flexibility is built into
the regulation in that it only requires the individual to actively
participate in the performance of tunnel inspections in accordance with
the NTIS, in either a field inspection, supervisory, or management
role. It is expected that the Program Manager use his or her judgment
in the evaluation of whether a Team Leader has reasonable experience in
any given year to satisfy that year's experience criteria.
Tunnel-specific inspection procedures. Virginia DOT commented that
``written documentation should not be required for damage or special
inspections.'' Oregon DOT and AASHTO expressed concern that if this
requirement is not limited, FHWA could impose requirements for
maintenance, drainage, operational, damage, or special inspections that
would greatly restrict an owner's ability to manage and operate their
tunnels.
The FHWA response: The FHWA agrees that it would be difficult to
write specific procedures for any damage incident that could occur in a
tunnel or special inspection that would be necessary for tunnel
components. However, general guidance should be included in each
structure inspection procedure to address how the inspectors should
inspect and document a damage or special inspection of deficient tunnel
components.
650.507 Tunnel Inspection Organization Responsibilities
The PECG commented that they ``firmly believe that the inspection
process is inherently governmental'' and that the regulation should
``clearly state that a State is required to use their own professional
staff to perform tunnel inspection functions unless the State lacks its
own current or obtainable professional staff with the qualifications
and capacity to perform the inspections.''
The FHWA Response: The final rule includes the qualification
requirements for personnel who will manage, plan, and conduct tunnel
inspections. The FHWA is not in a position to determine the most
efficient and effective way for an owner to identify the personnel
needed to meet those qualifications. Therefore, owners will need to
make individual decisions based on the best use of their program
resources.
Michigan DOT questioned whether this final rule would apply to
privately or locally owned tunnels and, if so, whether the State
program manager be responsible for inventory and inspection according
to NTIS.
The FHWA Response: The MAP-21 legislation mandates that the NTIS
apply to all highway tunnels. Therefore, if a privately or locally
owned tunnel not owned by a Federal agency or tribal government
services a public roadway, then it is subject to this final rule and
the State DOT is ultimately responsible for the inspection and
inventory of that tunnel.
Ohio DOT noted that State law does not give the Ohio DOT the
authority to inspect, or cause to be inspected, locally owned tunnels.
The AASHTO and Oregon DOT commented that some State laws do not allow
the State DOT to conduct these inspections unless there is an executed
agreement with the local owner.
The FHWA Response: This requirement is similar to the long standing
requirement for the inspection of bridges under the NBIS. Under 23
U.S.C. 302, a State DOT is required to have adequate powers to fulfill
its duties. If the current legal or regulatory
[[Page 41357]]
authority does not exist within a State to carry out this
responsibility, the State DOT should seek that authority through the
appropriate legislative process.
New York State DOT commented that many large tunnels are locally
owned and suggested that FHWA deal directly with those owners instead
of with the State highway agencies. New York State DOT also commented
that requiring a State that owns a small number of small tunnels to
establish a Tunnel Inspection Organization is a ``waste of resources,
ineffective, and unnecessary.'' Ohio and Missouri DOTs also commented
that States with a small number of tunnels should not be required to
have a Program Manager or establish a Tunnel Inspection Organization,
respectively.
The FHWA Response: Under 23 U.S.C. 302, FHWA's primary relationship
in a State is with the State DOT. The State DOT maintains the primary
relationship with the local owners within its borders. As such, the
State DOT is in the best position to manage the inspection and
inventory of locally owned tunnels. For States that have a small number
of tunnels and cannot easily incorporate a tunnel inspection
organization into their bridge inspection organization, it might be
more effective for the State DOT to contract out many of the elements
of a Tunnel Inspection Organization to another party. Although the
delegation of some functions is permitted under this final rule, the
State DOT retains all of the responsibilities detailed in the
regulation.
Florida, Missouri, Texas, Michigan, New York State, and Virginia
DOTs and AECOM questioned whether it was realistic, feasible, or
necessary for a State DOT to maintain a registry of nationally
certified tunnel inspectors. Several suggested that FHWA or another
nationally recognized organization assume the responsibility. Virginia
DOT also commented that the registry should include an inspector's
current organizational information.
The FHWA Response: FHWA believes it is important for each State DOT
to maintain a State-specific registry of certified inspectors who
perform or have performed inspections on their tunnels. There are a
number of reasons that each State should maintain this registry. The
registry can be used to communicate with inspectors who work in that
State to announce such things as anticipated work, training
requirements, and training opportunities. State-specific requirements
for inspectors can be incorporated and data quality is more easily
maintained at the State level. Also, information affecting the good
standing of any inspector would be local. With regard to the registry
containing an inspector's organizational information, FHWA intended the
requirement for the registry to contain an inspector's contact and
organizational information.
Washington DOT questioned whether the requirement that the
nationally certified tunnel inspector registry include a method to
positively identify each inspector means that the registry should
include photo identification.
The FHWA Response: FHWA did not intend to imply that a photograph
was required for positive identification of an inspector. The FHWA also
does not intend to dictate what method is used by a State DOT in
fulfilling this requirement. However, a unique numbering system that
positively ties an individual to a certification record would satisfy
this requirement.
New York State DOT commented that clarification was needed
regarding the collection of information that may affect the good
standing of an inspector. They note that maintaining this information
may also subject the State DOT to unnecessary legal exposure.
The FHWA Response: It is the intent of FHWA to ensure that all
inspectors meet the requirements of national certification and that
they have not previously demonstrated behavior that could call into
question whether the inspector could be trusted to adequately perform
all assigned inspection activities. The level of detail needed in the
information collected to challenge or negate an inspector's good
standing is left to the judgment of the State DOT.
The AASHTO and Oregon DOT commented that some States may have
specific requirements for tunnel inspectors that are more restrictive
or robust than national standards, and it would be an unnecessary
burden to maintain two separate lists of inspectors--one for those
meeting State requirements and one for those meeting national
requirements.
The FHWA Response: It is not the intent of FHWA to require States
to maintain a Federal-specific registry of certified tunnel inspectors.
As long as the registry used by the State DOT fulfills the requirements
of this regulation, it may also be used to maintain State specific
information about each inspector.
650.509 Qualifications of Personnel
California, Texas, South Dakota, Michigan, Missouri, and
Pennsylvania DOTs commented that requiring the Program Manager to have
10 years of tunnel inspection experience, be a P.E., and be a
nationally certified tunnel inspector is excessive and cautioned that
many States do not have staff that meet these requirements. Texas DOT
recommended requiring 5 years of tunnel inspection experience in
combination with a P.E. license. The MdTA supported the requirement
that a Program Manager have a P.E. license. Florida DOT also supported
the requirement for Program Managers to have a P.E. license but thought
10 years of inspection experience was excessive and preferred a
requirement for 1 or 2 years of inspection experience. Ohio, Alaska,
and New York State DOTs and AASHTO requested that consideration be
given to add an experience component to allow non-P.Es. to perform the
Program Manager role, similar to the NBIS. Another consideration
offered by South Dakota DOT was that qualification requirements for a
Program Manager be risk-based, depending on the complexity of an
owner's tunnels. The MTABT commented that in addition to the P.E.
license, 10 years of tunnel or bridge inspection experience, and
comprehensive training, the Program Manager should have extensive
experience in tunnel design and tunnel construction.
The FHWA Response: The FHWA has reconsidered the requirement that a
Program Manager be a P.E. Recognizing the success that the NBIS has had
using Program Managers qualified by experience in lieu of a P.E., the
qualifications for a Program Manager in NTIS are now similar to those
in the NBIS. A Program Manager shall, at a minimum, be a registered
Professional Engineer or have 10 years of tunnel or bridge inspection
experience, be a nationally certified tunnel inspector, and be able to
determine the minimum qualifications for a Team Leader.
Alabama, Alaska, California, Missouri, New York State, North
Carolina, and Pennsylvania DOTs and AASHTO commented that the proposed
P.E. requirement for Team Leaders, in addition to tunnel inspection
experience and inspector certification, is too restrictive and that the
requirements for Team Leaders should mirror those of the NBIS. The MdTA
agreed that the Team Leader should be required to have a P.E. Several
States commented that the P.E. requirement would preclude in-house
inspectors who have gained knowledge and experience from performing
tunnel inspections or are seasoned bridge inspectors from filling these
positions.
The FHWA Response: The FHWA has reconsidered the P.E. license
requirement proposed for Team Leaders. Recognizing the success that the
NBIS has had using Team Leaders qualified
[[Page 41358]]
by experience in lieu of a P.E. license, the qualifications for a Team
Leader in NTIS are now similar to those in NBIS. However, FHWA added an
additional requirement that requires a Program Manager to determine
when a Team Leader who is leading the inspection of a complex tunnel or
a tunnel with distinctive features or functions must have a P.E.
license.
Washington State DOT commented that the proposed rule should
require a minimal level of prior inspection experience to become a lead
inspector.
The FHWA Response: The FHWA agrees that Team Leaders should have
prior inspection experience and has added the requirement to the final
rule. Team Leaders are now required to have either a P.E. license and
at least 6 months of inspection experience, 5 years of inspection
experience, or a combination of education, certification with 2 years
of inspection experience.
The MdTA commented that any mechanical or electrical engineers
supporting a tunnel inspection should only need their P.E. license and
any discipline-specific certifications, and should not be required to
be nationally certified tunnel inspectors. The MdTA commented further
that the discipline-specific staff supporting an inspection should just
know how to perform their job (InterNational Electrical Testing
Association testing for example) and should not be required to be
familiar with tunnel inspection in general. Similarly, Missouri DOT
noted that inspectors of functional systems should not be required to
be nationally certified tunnel inspectors.
The FHWA Response: The FHWA agrees with the comments and has
limited the requirement for national certification as a tunnel
inspector to the Program Manager and Team Leader.
Washington State DOT questioned whether a Team Leader for unlined
tunnels will need a P.E. license in the field of geotechnical
engineering.
The FHWA Response: The FHWA does not believe it necessary to
identify the discipline of a P.E. license since license holders are
ethically bound to practice engineering only in their area of
expertise. However, under the provisions of the final rule, the Program
Manager will determine whether a Team Leader mush have a P.E. license
and any additional requirement of that license in accordance with the
FHWA-approved process developed by the Tunnel Inspection Organization.
The definition for Professional Engineer in section 650.505 of the rule
emphasizes that a P.E. is limited to practicing within their area of
expertise. Further, FHWA believes it is the responsibility of the Team
Leader to assemble a team of inspectors with appropriate expertise and
experience to inspect the various elements, components, and systems
that comprise the tunnel.
The ACEC expressed support for requiring both Program Managers and
Team Leaders to have a P.E. license.
The FHWA Response: The FHWA has reconsidered the requirement that a
Program Manager and a Team Leader must be a P.E. Recognizing the
success that the NBIS has had using Program Managers and Team Leaders
qualified by experience in lieu of a P.E., the qualifications for a
Program Manager and a Team Leader in NTIS are now similar to those in
the NBIS. However, FHWA added an additional requirement that requires a
Program Manager to determine when a Team Leader who is leading the
inspection of a complex tunnel or a tunnel with distinctive features or
functions must have a P.E. license.
Missouri, Oregon, and Washington State DOTs and NSPE suggested that
the requirement that the Program Manager be a nationally certified
tunnel inspector is excessive.
The FHWA response: The FHWA believes that due to the difference in
the complexity of the structures that are being inspected under the
NTIS, and the need for a general understanding of the functional
systems included in the design of these structures, this requirement is
appropriate for Program Managers.
Washington State DOT and MTABT stated that the experience listed in
Sec. 650.509(a)(1) is not clear or relevant.
The FHWA response: The FHWA believes that Sec. Sec. 650.509(a)(1),
(2), and (3) are all measures that may be used in evaluating the
Program Manager's 10 years of experience requirement. Section
650.509(a)(1) addresses an individual's field experience in leading an
inspection team (bridge or tunnel). This is just one skill set that a
Program Manager should possess to understand the challenges associated
with the tunnel inspection program.
Oregon DOT and AASHTO suggested that any tunnel inspection
experience gained in a given year should be counted as credit for that
year.
The FHWA response: The relevance of an individual's actual
experience, including the extent to which the individual's experience
on at least one tunnel inspection per calendar year has enabled the
individual to develop the skills needed to properly lead a tunnel
safety inspection, will be determined by the Program Manager.
The AASHTO commented that Sec. 650.509(a)(1) will increase its
members' costs because some States will lack qualified inspectors and
may be forced to hire consultants to do inspections. The AASHTO further
indicated that States ``would like to have the ability to perform
interim inspections of special focus areas with bridge inspectors that
have taken the tunnel inspector training.''
The FHWA response: The FHWA believes that the minimum criteria
established in Sec. 650.509(a) are necessary to ensure that tunnel
inspectors are qualified to inspect tunnels.
California DOT questioned why experienced bridge inspectors who
have not completed the certification training are not qualified to
inspect tunnels under the direction of a Team Leader. North Carolina
and Oregon DOTs and AASHTO suggested that the Program Manager should be
able to establish State-specific qualifications for inspectors of
functional systems.
The FHWA Response: The FHWA has reconsidered the requirement that
all tunnel inspectors need to be nationally certified. Under the final
rule, only the Program Manager and Team Leaders are required to be
nationally certified tunnel inspectors. However, FHWA believes it is
the responsibility of the Team Leader to assemble a team of inspectors
with appropriate expertise and experience to inspect the various
elements, components, and systems that comprise the tunnel.
Pennsylvania DOT and AECOM suggested that FHWA consider addressing
qualifications for inspectors of functional systems. Pennsylvania DOT
suggested more flexibility in those qualifications. South Dakota DOT
suggested that inspectors of unlined tunnels should have a geotechnical
background.
The FHWA Response: The FHWA believes it is the responsibility of
the Team Leader to assemble a team of inspectors with appropriate
expertise and experience to inspect the various elements, components,
and systems that comprise the tunnel.
California DOT noted that the development of the specialized
training and procedures by FHWA to improve inspections would benefit
States, but is concerned about deadlines because no training program
currently is in place.
The FHWA Response: The FHWA agrees that training for tunnel
inspection is a critical part of the NTIS program, and we are actively
working with National Highway Institute (NHI) to complete the
development of this training. It is the intent of FHWA that the
required training will be available shortly after the final rule is
published,
[[Page 41359]]
which should provide sufficient time for all deadlines to be met.
California DOT noted that there is no current national
certification program.
The FHWA Response: The FHWA added the requirements for nationally
certified tunnel inspectors in the SNPRM as a result of the
requirements of MAP-21. The FHWA is developing training and expects
that the training required to become a nationally certified tunnel
inspector will be available soon after the effective date of this final
rule.
Oregon DOT commented that States should be able to establish
inspector qualifications and maintain their own certification lists.
The FHWA Response: Because of the variability and complexity of the
structures that are being inspected under the NTIS, FHWA believes that
minimum national standards for inspectors will bring national
consistency to tunnel inspections, evaluations, and data collection/
submission. However, State DOTs may require additional qualifications
for tunnel inspectors in their State. Any State maintained
certification list or registry of inspectors that meet the minimum
requirements of this final rule can serve as the State's registry of
nationally certified tunnel inspectors.
The MTABT commented that ``the development and initiation of
National Tunnel Inspector certification programs should be administered
by individual States, similar to the Bridge Inspector certification and
in advance of the effective date of this rule.''
The FHWA Response: The FHWA has approved alternate bridge
inspection training courses used to meet the NBIS comprehensive
training requirements; however, most States use the FHWA-developed
training. Similarly, under the NTIS, FHWA will permit States to use
FHWA-approved training in order for inspectors to meet the
qualifications for national certification. Also, FHWA agrees that
States should maintain a registry of nationally certified tunnel
inspectors that work in their State.
Washington State DOT asked whether the training to be a
``nationally certified tunnel inspector'' will be ``specific to each
discipline (structural, mechanical, electrical).''
The FHWA Response: The FHWA intends for the proposed tunnel
inspection training course to be comprehensive in nature. This training
course will cover the content of the TOMIE Manual and the
Specifications for the NTI. The FHWA believes that adequate guidance is
provided in these manuals to inspect and code the conditions of tunnel
elements.
Florida DOT asked how long a State Highway Agency will have after a
new Program Manager is designated for this individual to take the
required comprehensive course.
The FHWA Response: The FHWA is currently developing a comprehensive
tunnel inspection training course. We believe that it will be available
for all owners to ensure that all programmatic requirements can be met
and the initial inspections completed within 24 months from the
effective date of this final rule. The FHWA expects future Program
Managers to meet the requirements of NTIS before they are designated as
the Program Manager.
California DOT questioned why refresher training for tunnels must
be FHWA-approved and why refresher training is required every 48 months
for tunnel inspectors. California DOT noted that there is no similar
refresher training requirement in NBIS and suggested that NTIS be
consistent. Similarly, New York State DOT suggests removing 48-month
refresher training requirement to be consistent with NBIS for bridge
inspections. Virginia DOT requested that the refresher training
requirement interval be no less than 60 months. California DOT also
asked how various disciplines (structural, mechanical, and electrical)
will recertify.
The FHWA Response: The final rule has been revised to extend the
interval for required refresher training to 60 months. Also, only
Program Managers and Team Leaders are required to attend refresher
training. The purpose of refresher training is to improve the quality
of tunnel inspections, introduce new techniques, and maintain the
consistency of the tunnel inspection program once every 60 months. The
required refresher training will be comprehensive and will cover all
disciplines. The FHWA currently requires its approval for bridge
inspection training and bridge inspection refresher training.
The ACEC expressed support for the requirement that inspectors
complete a comprehensive training course and periodic ``refresher''
courses in order to be certified, as provided in Sec. 650.509(e).
The FHWA Response: The FHWA acknowledges the comment.
650.511 Inspection Interval
Alaska DOT commented that the initial inspection requirement for
existing tunnels should be extended to 3 years from the effective date
of this final rule if the existing tunnels are not currently inspected
at a shorter interval. The AECOM commented that it will be a challenge
for tunnel owners to meet the requirements of NTIS in 24 months and
suggested that FHWA consider a phased approach.
The FHWA Response: The FHWA appreciates the challenge that
implementation of this final rule will pose for tunnel owners. However,
the 24-month requirement for both the initial and routine inspections
was supported by comments on the NPRM received from State DOTs, AASHTO,
and others. In addition, tunnels are constructed with similar materials
and methods and face similar deterioration mechanisms as bridges, and
the 24-month inspection interval required for bridges under NBIS has
proven very successful. As a result of the significant support for this
interval of inspection and the success of past practice in the bridge
industry, FHWA elects to keep the initial inspection requirement at 24
months.
Alaska DOT also commented that the requirement for an initial
inspection should be waived if an existing tunnel is already regularly
inspected and that FHWA should permit the Program Manager to waive the
requirement for a routine inspection when a tunnel is regularly
inspected in a more rigorous manner.
The FHWA Response: The FHWA will not waive the requirement for an
initial inspection. The initial inspection is intended to provide the
baseline of inventory and condition information needed to fulfill the
requirements of NTIS. However, if a tunnel is already regularly
inspected and the State DOT can document that the latest inspection was
conducted in accordance with the minimum requirements of NTIS, FHWA
will accept the inventory and condition data from that inspection as
the initial inspection. This information will establish the Inspection
Date for the tunnel and then compel the next routine inspection at the
appropriate interval.
The FHWA will not waive the requirement for a routine inspection of
a tunnel that is regularly and rigorously inspected. However, if a
tunnel is being regularly inspected in a more rigorous manner than
required by NTIS, FHWA will recognize those inspections as meeting the
definition of a routine inspection.
With regard to the requirement for initial inspection, Ohio DOT
commented that 12 months is too short of a time period to enact such a
comprehensive program that includes a new manual, training, possible
contracts, and staffing components.
The FHWA Response: The time period proposed in the SNPRM and
included in this final rule for conducting the initial inspection is 24
months from the effective date of the final rule.
[[Page 41360]]
Ohio DOT commented that the criteria used to support an extended
routine inspection interval should be established before issuing the
regulation to eliminate inconsistencies between FHWA Division Offices.
Ohio DOT also commented that in addition to the factors listed in the
SNPRM, the criteria should include access for emergency vehicles,
traffic evacuation, and response to emergencies. Oregon and Virginia
DOTs and AASHTO suggested removing the list of risk factors.
The FHWA Response: The FHWA has not attempted to produce an all-
inclusive list of the criteria that need to be considered in order to
justify an extended routine inspection interval. A general list of
factors to be assessed is included in the final rule, but FHWA believes
it is the responsibility of the State DOT to produce an appropriate
evaluation that considers the risk associated with the particular
circumstances of a tunnel in justifying an extended routine inspection
interval. The FHWA has provided these general criteria to establish a
minimum baseline and create consistency.
Washington State DOT commented that requiring an initial inspection
for new tunnels before opening to traffic is ``overly restrictive and
does not match [the] direction [of] the NBIS.'' Washington State DOT
suggested requiring the inventory inspection within 90 days of a tunnel
opening and the functional system inspection prior to the opening of
the tunnel.
The FHWA Response: The FHWA believes that the thoroughness and
efficiency of an initial tunnel inspection is increased when it is
conducted prior to opening. In this scenario, FHWA thinks it likely
that the initial inspection to fulfill the requirements of NTIS will be
conducted concurrent with the final construction inspection. Because
tunnels, unlike most bridges, typically contain many elements that are
suspended or otherwise fixed over the travel lanes, FHWA wants the
initial inspection of new tunnels to be conducted prior to opening the
tunnel to ensure the safety of the traveling public.
Texas DOT suggested that the routine Inspection Date be reported in
a month, day, and year (MM/DD/YYYY) format and that the whole 4-digit
year be used.
The FHWA Response: The FHWA agrees with the suggestion and has
revised the final rule to require the routine Inspection Date in a
month, day, and year format with a 4-digit year.
The MTABT suggested an interval of 10 years between ``comprehensive
inspections (in-depth inspections) for all structural and functional
systems.'' The MTABT also commented that ``[r]outine [i]nspection
intervals and intensity also be variable based on continuous routine
maintenance and a full time presence of maintenance, operations, and
engineering staff on-site.'' Alaska, Michigan, and Texas DOTs suggested
that routine inspection intervals should be determined by States, by
their Program Managers and Team Leaders, using a risk-based method. The
Texas and Michigan DOTs suggested that routine inspection intervals
should be determined by States using a risk-based method. The Alaska
and Oregon DOTs commented that the frequency and type of inspection
should be established by the owner and not regulated by Federal
agencies.
The FHWA Response: The FHWA believes that the similarities between
bridge and tunnel construction materials and associated deterioration
mechanisms, design methodologies, and inspection technologies and
protocols, along with the long-standing success of the 24-month
inspection interval under NBIS and the current inspection activities of
many tunnel owners, support the establishment of a 24-month routine
inspection interval under NTIS. The FHWA also believes that there is
flexibility in the final rule to accommodate both extended routine
inspection intervals after consideration of appropriate factors and
more rigorous inspection procedures based on the needs of a particular
tunnel.
Washington State DOT stated that they currently inspect some
tunnels on a 48-month interval and asked whether they will have to
inspect them on a 24-month interval or provide FHWA a written request
justifying the extended routine inspection interval as a result of the
final rule.
The FHWA Response: For tunnels currently inspected on a 48-month
interval, the tunnel owner will be required to either reduce the
inspection interval to 24-months, or receive approval from FHWA for the
extended inspection interval. The FHWA's approval will be based on
submission of a written justification that considers the appropriate
criteria provided in the final rule.
Washington State DOT commented that tunnel lining type should
affect inspection interval and recommended that unlined tunnels and
some types of lined tunnels should not be permitted for consideration
of the extended inspection interval.
The FHWA Response: The FHWA expects that all appropriate risk
factors need to be assessed when justifying an extended routine
inspection interval. The tunnel owner is the best judge of the
comprehensive list of criteria to be reviewed for a particular tunnel.
The type and condition of the tunnel lining, although not explicitly
stated in the regulation, should be considered as part of the
assessment. The general criteria listed in the final rule include
tunnel complexity, geotechnical conditions, and known deficiencies
which should prompt a consideration of the type and condition of the
tunnel lining.
Texas DOT suggested that there should be no maximum tolerance for
early inspections.
The FHWA Response: Under the final rule, tunnel owners are allowed
to begin an inspection 2 months before or after the Inspection Date to
maintain that date in NTI. Inspections started prior to the 2-month
tolerance given to the Inspection Date would require the Program
Manager to modify the routine Inspection Date for a tunnel in order to
maintain the regular 24-month interval. The FHWA believes that the need
to modify this date should be minimized in order to avoid confusion in
the data and history of inspection. However, the flexibility does exist
for the Program Manager to modify the date if it is in the best
interest of the tunnel owner, or traveling public to have a routine
inspection started prior to the 2-month tolerance.
650.513 Inspection Procedures
California DOT commented that the manual incorporated by reference
is still a draft.
The FHWA Response: The FHWA released the TOMIE Manual as a draft
because we were seeking comment on the contents from State DOTs and
others. The FHWA will issue a final version of the TOMIE Manual with
this final rule.
Ohio DOT asked whether element-level inspections will be required
or if NBIS condition rating inspections will be permitted.
The FHWA Response: The TOMIE Manual and the Specifications for the
NTI, both incorporated by reference in this final rule, require
element-level inspections and include condition state language.
Virginia DOT suggested that it is not necessary to have the Team
Leader at the tunnel at all times during inspection, especially for
components in which the Team Leader is not necessarily involved, as
long as reporting procedures are in place for priority/critical
findings.
The FHWA Response: The FHWA believes that while the Team Leader may
not be able to add considerable technical expertise during a functional
[[Page 41361]]
system inspection, there are many quality control checks on data,
documentation, safety, procedural checks, etc., that would be expected
of the Team Leader while an inspection is being performed.
The MTABT suggested adding a requirement to the tunnel inspection
manual for periodic settlement and sounding surveys for subaqueous
tunnels. They further suggested that this testing would be valuable
because any significant change in the amount of cover over a tunnel may
change the stresses imposed on the tunnel linings. The MTABT also
commented that the scope of inspections could be variable, excluding,
for example, systems under rehabilitation, newly in-service, or
recently tested.
The FHWA Response: The FHWA believes it is the responsibility of
the Team Leader to assemble a team of inspectors with appropriate
expertise and experience to inspect the various elements, components,
and systems that comprise the tunnel. The FHWA also believes that the
scope of inspections will vary over time, based on the needs of a
particular tunnel, and that the Team Leader, working with the Program
Manager, will identify those needs and the appropriate level of
inspection rigor.
Ohio DOT suggested that the requirement to prepare and document
tunnel-specific inspection procedures for each tunnel is ``overkill.''
They recommended that FHWA limit this requirement to only complex
tunnels or clarify that the requirement will not result in unnecessary
inspection manuals.
The FHWA Response: The FHWA expects that less detailed procedures
will be developed for less complex tunnels.
Pennsylvania DOT requested clearer guidance on data and inventory
reporting requirements for functional (non-structural) systems and
inspection procedures.
The FHWA Response: The FHWA has developed the content of the TOMIE
Manual and the Specifications for the National Tunnel Inventory to
provide adequate guidance to inspect and code the conditions of these
functional systems.
South Dakota DOT recommended different tunnel classifications with
corresponding requirements based on risk and complexity.
The FHWA Response: The FHWA recognizes that there are differing
types of tunnel construction. The FHWA believes it is the Program
Manager's responsibility to establish a team of suitable inspectors to
properly inspect a tunnel based on the risks associated with that
tunnel.
The AASHTO suggested that written inspection procedures should be
required only for the structural portion of the routine and in-depth
inspections, but not for damage or special inspections.
The FHWA Response: The FHWA acknowledges that it would be difficult
to write specific procedures for every damage incident that could occur
in a tunnel or special inspection that would be necessary for tunnel
components. General guidance should be included in each structure
inspection procedure to address how the inspectors would inspect and
document a damage or special inspection of deficient tunnel components.
Missouri DOT suggested that the NTIS regulations are too specific
and complicated. They recommended that States write a tunnel-specific
manual to cover all the components within a tunnel, qualifications
needed for inspectors, inspection frequency for all components, load
ratings, etc. They suggested that the contents of this manual would
ultimately need to be agreed upon by FHWA and the State.
The FHWA Response: The FHWA modeled the complexity and level of
detail of the NTIS after the NBIS. Under NTIS, States are free to
develop tunnel-specific procedures and manuals as long as they comply
with the program requirements of the regulation. The FHWA believes that
as long as any tunnel-specific procedures meet the requirements of
NTIS, they will ensure national consistency in tunnel inspection
practices.
Alabama, Oregon, and Pennsylvania DOTs and AASHTO suggested that
flexibility is needed to allow maintenance and operations personnel
meeting the NTIS qualifications to either participate in, or have
oversight of, the tunnel inspection process.
The FHWA Response: The FHWA believes that it is necessary to have
independent inspectors performing inspections of all aspects of the
tunnel to ensure that an unbiased examination is conducted. This
minimizes the possibility of a compromised review.
California DOT asked why FHWA allows only 1 month between the
Inspection Date and when the load rating is required and whether FHWA
will allow assigned load ratings for tunnels.
The FHWA Response: In response to comments, FHWA has extended the
requirement for a load rating to 3 months after the completion of an
inspection. Assigned load ratings will be permitted for the live load
carrying elements in tunnels as long as the criteria supporting an
assigned load rating detailed in the 2nd Edition of the AASHTO Manual
for Bridge Evaluation (incorporated by reference in section 650.517)
are satisfied. An assigned load rating would typically be made by the
load rating engineer of the entity responsible for load rating a
tunnel. However, a Program Manager, Team Leader, or other qualified
engineer could also make the assigned rating as long as they met the
requirements of the 2nd Edition of the AASHTO Manual for Bridge
Evaluation as indicated previously.
Washington State DOT questioned whether there was a need to load
rate tunnel elements that do not carry live load. Washington State DOT
also requested that the elements of a tunnel that do carry live load be
defined.
The FHWA Response: The proposed definition for load rating in this
rule is consistent with 23 CFR 650.305 and the AASHTO Manual for Bridge
Evaluation. The intent is that only elements of a tunnel that carry
live load will require a load rating. The FHWA believes it would be
difficult to prepare an exhaustive list of the elements that carry live
load in tunnels due to the complexity and variety that exists in tunnel
construction. The Program Manager working with the Team Leader should
identify live load carrying elements of each tunnel and document those
in the tunnel records.
Missouri, Texas, Virginia, and Washington State DOTs commented that
the proposed 48-hour timeframe to take action and post a structure is
too short. These States indicated that sign fabrication and erection
will take longer than 48 hours and recommended making the posting
requirement consistent with NBIS, or following State policy or law.
Missouri DOT recommended a more realistic expectation of 30 days.
The FHWA Response: In response to the comments, FHWA has
reconsidered the posting timeframe requirement and has revised the NTIS
regulations to require posting within 30 days.
New York State, Ohio, Oregon, Texas, and Virginia DOTs and AASHTO
suggested that it is unreasonable to require that a load rating
evaluation be conducted as soon as practical, but not later than 1
month after the completion of the inspection. The New York State and
Texas DOTs recommended a 3-month or 90-day requirement.
The FHWA Response: In response to the comments, FHWA has
reconsidered the 1-month requirement and has revised the final rule to
include a 3-
[[Page 41362]]
month requirement to load rate a tunnel after the completion of an
inspection.
Ohio DOT noted that ``some tunnels do not carry vehicles (above),
but deterioration could still lower the load carrying capacity to the
point of failure.'' Ohio DOT suggested eliminating the load-rating
requirement or rewording it to ``consider dead load or falling rock
onto liners etc.''
The FHWA Response: The FHWA expects that only elements of a tunnel
that carry live load will be load rated. The deterioration described by
Ohio DOT should be documented appropriately and, if necessary, a
structural evaluation conducted to ensure the tunnel can remain safely
open.
In Sec. 650.513(h), Virginia DOT recommended changing, ``must also
include diagrams . . .'' to ``. . . will also include diagrams,'' since
all the information may not be required for all tunnels.
The FHWA Response: The FHWA agrees with the comment and has revised
the language in the final rule to clarify that the tunnel data listed
in Sec. 650.513(h) is not required for every tunnel.
Virginia DOT recommends modifying the documentation requirement in
Sec. 650.513(h) by deleting part of the last sentence, ``as well as
the national . . . for the inspection,'' and adding, ``In each
inspection report, names of the Team Leader and inspectors and
functional area inspected shall be identified.''
The FHWA Response: The FHWA will only require the identification in
the NTI of the Team Leader or Team Leaders responsible, in whole or in
part, for a tunnel inspection. Others that were a part of, or support,
an investigation will be identified in the inspection documentation.
Oregon DOT and AASHTO recommended that electronic files be made
equal to ``written documentation'' in the requirements for inspection
documentation.
The FHWA Response: The FHWA agrees with the comment and has revised
the language in the final rule.
Ohio DOT asked if FHWA will take the lead in quality assurance, as
it did in the 23 Metrics for NBIS.
The FHWA Response: The FHWA intends to develop an oversight
process, similar to the 23 Metrics for NBIS, to monitor a State DOT's
compliance with NTIS.
California, Florida, Michigan, New York State, and Texas DOTs
commented that the proposed requirement to notify FHWA of a critical
finding within 24 hours of its discovery is too restrictive, and that
regular updates on the resolution of critical findings and the annual
summary reporting of the resolution of critical findings are excessive.
The FHWA Response: Due to the critical nature of these conditions,
FHWA does not believe that these requirements are excessive. The intent
of these requirements is to create a reporting mechanism to FHWA of the
most extreme and critical structural, component, system deteriorations,
or failures that could be a threat to the traveling public's safety.
Further, this portion of the final rule seeks to ensure that severe
conditions are addressed in a timely and appropriate manner through
oversight and partnership with FHWA, which was specifically required in
MAP-21. The regulation does not require a formal report or a developed
resolution, but simply notification of the local FHWA Division Office.
The FHWA believes this can easily be accomplished through a telephone
conversation or an email message.
California DOT expressed concern that providing FHWA tunnel data on
demand will create chaos by asking owners to answer questions on
multiple sets of ever-changing data.
The FHWA Response: The FHWA expects that requests for data will be
similar to those currently being made in support of the National Bridge
Inspection Program. However, circumstances may arise when interim data
sets will be needed to address an unforeseen challenge or situation.
Ohio DOT asked if FHWA will supply standard reporting formats.
The FHWA Response: The FHWA-approved reporting formats are included
in the NTIS docket and available on the FHWA Web site at https://www.fhwa.dot.gov/bridge/inspection/tunnel/.
Oregon DOT commented that the use of a system similar to the NBIS
metrics to provide oversight will not adequately target the needs of a
tunnel inspection program and ``instead have the unintended consequence
of overly burdening owners into tasks not directly related to safety
and effective management into time consuming data reporting.''
The FHWA Response: The FHWA disagrees with the comment from Oregon
DOT. Across the Nation, the NBIS' 23 Metrics process has helped focus
owners and FHWA on gaps in compliance and issues that could potentially
develop into safety concerns. The common understanding of the issues
developed by assessment of the 23 Metrics will continue to strengthen
the partnership between State DOTs and FHWA in addressing those
challenges.
Washington State DOT commented that the final rule should include
the AASHTO Manual for Bridge Evaluation as an incorporated reference.
The FHWA Response: The AASHTO Manual for Bridge Evaluation has been
added to Sec. 650.517 and is now incorporated by reference for subpart
E.
Michigan and Oregon DOTs and AASHTO suggested FHWA use a number
system similar to the current NBIS number (0-9) to identify critical
findings.
The FHWA Response: The NBIS does not include a number system to
identify critical findings. The FHWA has used the NBIS definition of
critical findings at all stages of this rulemaking. The definition is
broad enough to appropriately define critical findings without
overlooking unforeseen circumstances that may arise to a similar level
of urgency.
California DOT notes that the proposed tunnel inspection program
will not address accidents that result in fires.
The FHWA Response: The FHWA believes that the tunnel inspection
program will aid in recovery from these accidents by ensuring that
functional systems are regularly inspected and evaluated to help
minimize the impact on the traveling public during a fire event in a
tunnel.
650.515 Inventory
California and Texas DOTs expressed concern about the requirement
to provide FHWA preliminary inventory data within 120 days of the
effective date of the rule. California DOT believes that the time
period to provide data on the tunnel inventory is not sufficient to
identify all tunnels owned by local agencies. Texas DOT believes the
timeframe will not allow them to adequately train inspectors to collect
the data.
The FHWA Response: The FHWA understands the concern with completing
the preliminary tunnel inventory within 120 days of the effective date
of this rule as required in Sec. 650.515(a). The NPRM included a
proposed requirement of 30 days for submitting preliminary inventory
data. That proposal generated 3 comments, one in support of the 30
days, one suggesting 90 days, and one suggesting it was an unrealistic
requirement. All other commenters to the NPRM were silent on this
proposed requirement. As a result, FHWA extended the proposed timeframe
to 120 days in the SNPRM. This new 120 timeframe generated comments
from California DOT and Texas DOT, with all other commenters silent on
the requirement. While FHWA
[[Page 41363]]
understands California DOT's concern, FHWA believes it is a reasonable
timeframe based on the limited number of tunnels expected to be
reported for each jurisdiction. Also, with regard to the comment from
Texas DOT, FHWA expects the data reported to be compiled from existing
records and will not require tunnel inspectors to be deployed to
collect data.
Florida DOT requested that FHWA provide the appropriate format for
inventory data submission. Washington State DOT and AASHTO asked where
the required inventory and condition data is defined.
The FHWA Response: The Specifications for the NTI is the document
that is intended to supplement the NTIS and provide the specifications
for coding data to be submitted to the NTI. The TOMIE Manual is the
document that provides guidance to tunnel owners on operations,
maintenance, inspection and evaluation practices. Drafts of both of
these documents were made available with the SNPRM for review and
comment. Both documents have been incorporated by reference in Sec.
650.517.
Washington State DOT expressed concern that the established time
lines for reporting data should be consistent with the NBIS to reduce
confusion.
The FHWA Response: Where appropriate, FHWA established the timing
of reporting activities under NTIS in a manner that will prevent
confusion between NBIS and NTIS program requirements.
The MdTA noted that tunnels are very complex and do not fit the
mold of a bridge inspection program because their conditions are
constantly changing. The MdTA commented further that the information
collected for the NTI should be kept to a very high level.
The FHWA Response: The FHWA believes that the data defined in the
Specifications for the National Tunnel Inventory and the TOMIE Manual
is at a level appropriate for adequate national oversight and
decisionmaking.
Pennsylvania DOT and AASHTO suggested that an extended compliance
deadline of at least 3 years should be considered.
The FHWA Response: The FHWA agrees that establishing a system for
collecting and reporting tunnel inspection and inventory data will be a
challenge for tunnel owners who have not instituted an inspection
program on their own. In recognition of this, FHWA has extended the
initial inspection requirement to 24 months from the effective date of
this final rule. The FHWA believes that, based on responses to the 2003
survey and comments received throughout the NTIS rulemaking process, 24
months is a reasonable timeframe.
650.517 Incorporation by Reference
The MTABT commented that the TOMIE Manual and the Specifications
for the National Tunnel Inventory should be finalized after several
cycles of technical reviews and field inspections are completed.
The FHWA Response: The FHWA believes it is necessary to have
finalized versions of the TOMIE Manual and the Specifications for the
National Tunnel Inventory in place with the final rule so that all
tunnel owners will have the best knowledge of the national program
requirements prior to the establishment of their State programs. The
FHWA intends to make appropriate changes to these documents and the
NTIS as we gather more experience with tunnel inspections and safety
issues.
William White commented that there is not a national standard for
exit signs. He suggested that a requirement that exit doors be green in
color and that the use of ``the running figure'' exit sign be included
in the final rule.
The FHWA Response: Use of the running figure exit sign and exit
door identification are addressed in the TOMIE Manual, which is
incorporated by reference in this final rule.
South Dakota DOT asked whether there will be further information
added to the TOMIE Manual or another reference to better cover the
inspection requirements for small/short hard rock tunnels.
The FHWA Response: The FHWA believes the TOMIE Manual provides
adequate guidance to inspect small/short hard rock tunnels. Owners of
these types of tunnels will be required to develop tunnel-specific
inspection procedures that adequately address safety concerns in
addition to the guidance given in the TOMIE Manual.
The ACEC expressed support for replacing the HRTTIM and its 0-9
ratings classification with the TOMIE Manual.
The FHWA Response: The FHWA agrees with the comment and believes
that the element level inspection procedure and condition state rating
system of the TOMIE Manual will better serve the purposes of ensuring
safety and adequate asset management.
The Washington DOT suggested incorporating the AASHTO Movable
Bridge Inspection, Evaluation and Maintenance Manual by reference for
functional system inspection criteria and protocol.
The FHWA Response: The FHWA declines the suggestion to include the
AASHTO Movable Bridge Inspection, Evaluation and Maintenance Manual as
an incorporated reference. The FHWA believes the TOMIE Manual will
sufficiently provide the guidance needed for the inspection of
functional systems. However, in the absence of guidance elsewhere from
FHWA, FHWA does encourage owners to use the AASHTO manual when it can
provide valuable advice to the development of inspection criteria and
protocols.
650.519 Additional Materials
The FHWA removed Sec. 650.519 which recommended additional
materials that States should consult when establishing their tunnel
inspection programs. The FHWA feels that this material would be more
appropriate for inclusion in a supplementary guidance document to
accompany this final rule.
General Comments on the Regulation
California DOT commented that many of the requirements of this
proposed rule exceed those listed in the NBIS. California DOT also
noted that FHWA used the term ``data'' as an impetus for performing
tunnel inspections to maintain safe operations and to prevent
structural, geotechnical, and functional system failures. Finally,
California DOT questioned whether a management system to collect data
is needed for owners to make informed investment decisions when the
NTIS will cover less than 60 structures in California.
The FHWA Response: Some of the provisions of the final rule exceed
similar provisions in the current NBIS. In some instances this is due
to the complexity of tunnels compared to bridges. In other instances,
the differences result from FHWA's years of experience in implementing
the NBIS. The collection of inspection data through a comprehensive and
consistent methodology has ensured the successful operation of bridges
under NBIS. The NTIS looks to duplicate that success. Finally, although
FHWA believes it is prudent to manage every public investment as
effectively as possible, the regulation does not require any State to
have a management system in place for the inspection data, only that it
collect and maintain that data and submit it to FHWA regularly or as
requested.
Tennessee DOT suggested that tunnel inspections are needed to
ensure the safety of the motoring public and recommended an allowance
of their Federal-aid safety funds be used to implement this NTIS
program. An anonymous commenter also suggested that a dedicated source
of funding be made available to the States to cover the
[[Page 41364]]
cost of inspection of their tunnel inventory.
The FHWA Response: Under MAP-21, the inspection of tunnels on the
NHS and the training of tunnel inspectors are eligible activities under
the National Highway Performance Program. (23 U.S.C. 119(d)(2)(D) and
(E)). In addition, the inspection of tunnels, regardless of the highway
system or functional classification they are on, and the training of
tunnel inspectors are eligible activities under the Surface
Transportation Program. (23 U.S.C. 133(b)(4)).
The MdTA and Pennsylvania DOT expressed concern with security if
the data collected by FHWA is made publicly available.
The FHWA Response: The FHWA agrees with the comment that the
security of our Nation's tunnels is of the utmost importance. However,
FHWA believes that the data being gathered for the NTI will be general
enough as not to pose any security concern.
John Williams recommended that the final rule include a requirement
that all immersed tube tunnels must have a Fixed Fire Fighting System
(FFFS).
The FHWA Response: The FFFS is generally considered a best practice
and although FHWA promotes it for new construction and rehabilitation
if the existing structure can accommodate the demands of the
technology, including design criteria as part of this regulation is not
pragmatic. Design criteria generally advance as systems mature and new
technologies are developed. Mandating criteria in regulation could
impede maturation and discourage development of improved techniques.
Pennsylvania DOT requested FHWA flexibility in the implementation
of NTIS.
The FHWA Response: The NTIS was first proposed in 2008. The FHWA
has encouraged owners to continue to follow the progress of the
rulemaking and prepare for implementation. However, FHWA understands
the challenges that the implementation of NTIS poses for many tunnel
owners. The FHWA is committed to working with its partners in the State
DOTs to bring them into compliance with the regulation in a reasonable
and appropriate manner.
Incorporation by Reference
In Sec. 650.517, FHWA incorporates by reference a number of items.
First, FHWA incorporates the ``Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE) Manual,'' 2015 edition, U.S.
Department of Transportation, FHWA-HIF-15-005. The TOMIE Manual
provides guidance to tunnel owners on operations, maintenance,
inspection and evaluation practices. The TOMIE Manual is available at
no charge on the FHWA Web site at: https://www.fhwa.dot.gov/bridge/tunnel/. Incorporation by reference of the TOMIE Manual is approved for
Sec. Sec. 650.505, 650.511(a), 650.513(a), and 650.513(h).
The FHWA also incorporates by reference the ``Specifications for
National Tunnel Inventory,'' 2015 edition, U.S. Department of
Transportation, FHWA-HIF-15-006. The Specifications for the NTI
supplements the NTIS and provides the specifications for coding data to
be submitted to the National Tunnel Inventory. The Specifications is
available at no charge on the FHWA Web site at: https://www.fhwa.dot.gov/bridge/inspection/tunnel/. Incorporation by reference
of the Specifications is approved for Sec. Sec. 650.515(a) and
650.515(b).
Lastly, FHWA incorporates Sections 6 and 8 of the American
Association of State Highway and Transportation Officials ``Manual of
Bridge Evaluation'', with 2011, 2013, 2014 and 2015 interim revisions.
The Manual was developed to assist bridge owners by establishing
inspection procedures and evaluation practices that meet the National
Bridge Inspection Standards. The manual is divided into eight Sections,
with each Section representing a distinct phase of an overall bridge
inspection and evaluation program. The Manual is available for purchase
from the American Association of State Highway and Transportation
Officials, Suite 249, 444 N. Capitol Street NW., Washington, DC 20001.
It may also be ordered via the AASHTO bookstore located at the
following Web site: https://bookstore.transportation.org. The FHWA
believes that the entities affected by this regulation, namely tunnel
owners, already own a copy of this AASHTO Manual. Incorporation by
reference of the Manual is approved for Sec. Sec. 650.505 and
650.513(a).
A copy of all of the incorporated documents outlined above will be
on file and available for inspection at the National Archives and
Records Administration. These documents will also be available for
viewing at the Department of Transportation Library.
Executive Order 12866 (Regulatory Planning and Review), Executive Order
13563 (Improving Regulation and Regulatory Review), and DOT Regulatory
Policies and Procedures
The FHWA has determined that this final rule constitutes a
significant regulatory action within the meaning of Executive Order
12866 and DOT regulatory policies and procedures. This action complies
with Executive Orders 12866 and 13563 to improve regulation. This
action is considered significant because of widespread public interest
in the safety of highway tunnels. It is not economically significant
within the meaning of Executive Order 12866.
Having received relatively few comments from the ANPRM regarding
costs and being mindful of the potential cost implications of the
proposed rule, FHWA renewed its request for information regarding
estimated or actual costs associated with tunnel inspections,
particularly the typical inspection costs per linear foot of tunnel. In
addition, FHWA requested comments regarding the anticipated increased
costs the proposed NTIS would impose on tunnel owners. Only Washington
State DOT commented on the cost of tunnel inspections in response to
the NPRM. Washington State DOT stated that the budget for the recently
completed mechanical and electrical inspection of the MLK Lid and Mount
Baker Ridge Tunnel was $409,500 for the consultants alone. Washington
State DOT was negotiating a scope of work and cost estimate for similar
inspections of the Mercer Island Tunnel and the Convention Center.
While FHWA appreciates such information, it is unclear what the scope
of the work and inspection for this particular tunnel would be. Without
further information on the length of the tunnel, the complexity of the
design, and the number and type of functional systems, it is difficult
to determine if the numbers provided by Washington State DOT fall
within the anticipated cost range outlined below.
In the SNPRM, FHWA again requested comments on the potential costs
and benefits of the proposed NTIS. The comments received and our
responses are summarized below.
California DOT commented that there is no basis to conclude that
the effects of the final rule on tunnel inspection cost are expected to
be modest. They note that each State will have to invest significant
resources to establish a tunnel inspection program. California DOT
commented further that NTIS is duplicative of NBIS and will require
additional program costs, including inspection software development and
training, creation and support of a database for tunnels, a quality
control and quality assurance program, compliance reviews, reporting,
and corrective plans for tunnels.
The FHWA Response: The FHWA's basis for its cost-effectiveness
statement is that a large majority of the tunnel
[[Page 41365]]
owners that responded to our 2003 survey reported that they are already
inspecting tunnels at the 24-month interval required by the NTIS,
collecting data in a data management program, and have an oversight
program in place. The FHWA does believe there will be additional
startup costs for implementation of NTIS, but those costs will be
modest relative to the costs already incurred. Also, because NBIS does
not include a requirement to inspect tunnels, does not provide
procedures for inspecting tunnels, and does not identify the
qualifications needed for tunnel inspectors, FHWA disagrees that the
NTIS would be duplicative of the NBIS.
Virginia DOT commented that FHWA's conclusions regarding reported
costs of inspections are based on a very low inspector hourly rate and
recommended using $32.50 per hour. Virginia DOT further commented that
it believes the cost of inspecting a tunnel is more than the proposed
upper limit of $75.00/linear foot.
The FHWA Response: The FHWA appreciates the cost information and
has increased the estimated hourly labor cost to $32 per hour. In
addition, the upper limit of the range of inspection costs has been
increased to $106 per linear foot.
Oregon DOT indicated that the cost to inspect one 2-lane tunnel
each of the last 5 years was $50,000 and that if inspections are
required every 2 years then Oregon DOT's costs will increase fivefold.
The FHWA Response: Oregon DOT responded to the 2003 FHWA survey
that they were performing tunnel inspections at a 24-month interval.
Unless that has significantly changed, it is unclear why costs would
increase fivefold due to the implementation of NTIS.
The AASHTO submitted the following cost information: ``In
Pennsylvania, the 3500-foot, four-lane Ft. Pitt Tunnel was inspected in
2006. The consultant used 1550 man-hours for a cost of $270,000 or
$77.11 per LF [linear foot]. The four-lane Squirrel Hill Tunnel in
Pennsylvania was inspected 2 years ago in 2330 man-hours for $300,000
or $71 per LF. The Massachusetts Department of Transportation estimates
a typical tunnel inspection costs approximately $30.64 per LF of tunnel
(Ted Williams Tunnel). Also in Massachusetts, inspection of the complex
Tip O'Neill Tunnel (I-93 NB) is estimated at $106.23 per LF of tunnel.
AASHTO further indicated that these costs and estimates do not include
the cost of traffic control or police services.''
The FHWA Response: The FHWA is very appreciative for the cost
information and has increased the upper end of the range of inspection
costs to accommodate this new data. The range of inspection costs is
now estimated to be from $5 to $106 per linear foot.
The MTABT commented that the FHWA's conclusions regarding reported
costs of inspection are underestimated and based on limited survey
data. They recommended ``a more pragmatic approach such as increasing
the inspection interval and/or reducing inspection intensity.''
The FHWA Response: Based on comments received on the SNPRM, FHWA
has increased the upper end of the range of inspection costs. In
addition, the estimated hourly labor cost was increased to $32 per
hour.
Current Cost of Tunnel Inspections
The FHWA lacks sufficient data on current tunnel inspection
practices to accurately estimate the costs that will be incurred by
tunnel owners as a result of the standards established in this final
rule. The lack of knowledge concerning current tunnel inspection
practices makes it difficult to accurately specify a baseline for this
economic analysis. The below cost estimates are based on the limited
data that was received from an informal 2003 survey of tunnel owners
and the small number of comments that contained cost information. The
2003 survey was designed to collect information about the tunnel
inventory, maintenance practices, inspection practices, and tunnel
management practices of each State.\16\ Of the 45 highway tunnel owners
surveyed, 40 responses were received. Five of the tunnel owners
surveyed did not respond. The survey results suggest that there are
approximately 350 highway tunnels (bores) in the Nation and they are
currently inspected by their owners at intervals ranging from 1 day to
10 years. These tunnels represent nearly 100 miles--running the
distance of approximately 517,000 linear feet--of Interstate, State,
and local routes. Tunnel inspection costs can vary greatly from tunnel
to tunnel. The average inspection interval for the 37 responses that
included data on this measure was a little over 24 months (2.05 years).
Comments to the ANPRM, NPRM, and SNPRM suggested that current
inspection costs range from $5 to $106 per linear foot depending on the
complexity of the tunnel. Assuming that each highway tunnel includes 4
lanes, FHWA estimates that the total current inspection cost for all
tunnel owners could range between $10,340,000 (4 lanes x 517,000 x $5)
and $219,208,000 (4 lanes x 517,000 x $106), or $29,542 ($10,340,000/
350) and $626,309 ($219,208,000/350) per tunnel bore. These figures
reflect current inspection costs and do not include the additional
costs anticipated with this rulemaking.
---------------------------------------------------------------------------
\16\ A copy of the FHWA's 2003 Survey is available on the
docket.
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Costs Effects of the NTIS
Based on data from the 2003 survey, and subsequent communications
the agency had with the 2 tunnel owners, only (MTABT and Virginia DOT),
that together own 15 tunnel bores, would be required to increase
inspection frequency as a result of this action.\17\ These 2 tunnel
owners have inspection intervals that are longer than the proposed 24
months and would therefore experience an increase in costs. Using the
estimated inspection cost range for a single tunnel bore above ($29,542
to $626,309), we can estimate the total aggregate cost increase for the
2 tunnel owners.
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\17\ In July 2012, Virginia DOT entered into a 58-year
concession with Elizabeth River Crossings for the Downtown and
Midtown tunnels in southern Virginia. The concession agreement
requires Elizabeth River Crossings to meet or exceed Virginia DOT's
standards for tunnel inspections, including frequency.
---------------------------------------------------------------------------
Owner A currently inspects 4 tunnel bores at a 10-year interval. We
estimate the current annual inspection costs for Owner A are between
$2,954.2 ($29,542/10) and $62,630.9 ($626,309/10) per tunnel bore.
Under the rule, we estimate the annual inspection costs for Owner A
will be between $14,771 ($29,542/2) and $313,155 ($626,309/2) per
tunnel bore. As a result, Owner A would see an estimated annual cost
increase of between $11,817 ($14,771 -$2,954.2) and $250,524 ($313,155
-$62,630.9) per tunnel bore. For all 4 tunnel bores we estimate the
current annual inspection costs are between $11,817 (4 x $2,954.2) and
$250,524 (4 x $62,630.9). Under the rule, we estimate the annual
inspection costs for all 4 tunnel bores will be between $59,084 (4 x
$14,771) and $1,252,620 (4 x $313,155). As a result, Owner A would see
an estimated total cost increase of between $47,267 ($59,084 -$11,817)
and $1,002,096 ($1,252,620 -$250,524).
Owner B currently inspects 11 tunnel bores at a 7-year interval. We
estimate the current annual inspection costs for Owner B are between
$4,220.3 ($29,542/7) and $89,473 ($626,309/7) per tunnel bore. Under
the proposed rule, we estimate the annual inspection costs for Owner B
will be between $14,771 ($29,542/2) and $313,155 ($626,309/2)
[[Page 41366]]
per tunnel bore. As a result, Owner B would see an estimated annual
cost increase of between $10,551 ($14,771 -$4,220) and $223,682
($313,155-$89,473) per tunnel bore. For all 11 tunnel bores we estimate
the current annual inspection costs are between $46,423 (11 x $4,220.3)
and $984,203 (11 x $89,473). Under the rule, we estimate the annual
inspection costs for all 11 tunnel bores will be between $162,481 (11 x
$14,771) and $3,444,705 (11 x $313,155). As a result, Owner B would see
an estimated total cost increase of between $116,058 ($162,481-$46,420)
and $2,460,502 ($3,444,705-$984,203).
Based on the above analysis, FHWA estimates the current aggregate
annual cost of tunnel inspections for the 2 affected tunnel owners is
between $58,240 ($11,817 + $46,423) and $1,234,727 ($250,524 +
$984,203). Under the inspection interval required by the rule, we
estimate the aggregate annual cost will be between $221,565 (59,084 +
$162,481) and $4,697,325 ($1,252,620 + $3,444,705). As a result, FHWA
estimates the aggregate annual cost increase of inspections for the 2
affected tunnel owners will be between $163,325 ($221,565-$58,240) and
$3,462,598 ($4,697,325-$1,234,727). The discounted costs over 20 years
(at 7 percent) are between $1.73 million and $36.683 million.
The FHWA notes that each tunnel owner must collect and submit
inventory data information for all tunnels subject to this rule within
120 days of the effective date and when requested by FHWA. The total
estimated cost to collect, manage, and report preliminary inventory
data is $89,856 (2,808 hours x $32/hour = $89,856). This is a one-time
cost for the two affected tunnel owners. As a result, FHWA estimates
the total aggregate first year cost increase of inspections for the 2
affected tunnel owners will be between $253,181 ($163,325 + $89,856)
and $3,552,454 ($3,462,598 + $89,856). Over 20 years the discounted
total would be between $1.82 million and $36.773 million.
The FHWA expects that the overall increase in costs of inspecting
tunnels would be modest, as the vast majority of tunnel owners already
inspect at the 24-month interval proposed by the NTIS. However, FHWA
does not have sufficient information regarding the cost increase from
other provisions of the final rule, such as fixing critical defects and
closing tunnels and roads in order to conduct the inspections. The FHWA
recognizes that the 2003 survey does not represent the full universe of
tunnel owners and tunnels, but believes that it is comprehensive enough
to draw preliminary conclusions on the cost effects of this final rule.
The FHWA also assumes that any increase in the cost per inspection
resulting from the final rule would not cause the cost per inspection
to exceed the upper end of the range of inspection costs in the
analysis.
In addition to the costs associated with more frequent inspections,
FHWA expects that tunnel owners may experience a modest increase in
costs as a result of the training requirements contained in the final
rule. Based on the training of bridge inspectors under the NBIS, we
estimate that the cost to train a tunnel inspector will be
approximately $3,000 over a 10-year period (1 basic class and 2
refresher classes).
Benefits Resulting From the NTIS
Upon implementation, FHWA expects that this final rule would result
in some significant benefits that are not easily quantifiable, but
nonetheless deserve mention in this analysis. Timely and reliable
tunnel inspection is likely to uncover safety problems and prevent
failures. The structural, geotechnical, and functional components and
systems that make up tunnels deteriorate and corrode due to the harsh
environment in which these structures are operated. As a result,
routine and thorough inspection of these elements is necessary to
collect the data needed to maintain safe tunnel operation and to
prevent structural, geotechnical, and functional failures. As our
Nation's tunnels continue to age, an accurate and thorough assessment
of each tunnel's condition is critical to avoid a decline in service
and maintain a safe, functional, and reliable highway system. The
agency is taking this action to respond to the statutory directive in
MAP-21 and because it believes that ensuring timely and reliable
inspections of highway tunnels will result in substantial benefits by
enhancing the safety of the traveling public and protecting investments
in key infrastructure. We believe that repairs or changes resulting
from the inspections could lead to substantial economic savings.
Currently, State DOTs differ from State to State in the way they
inspect their tunnels. The methods are inconsistent and these
differences hinder accurate analysis of tunnel conditions at the
national level. This final rule would establish uniform inspection
practices. The final rule will also yield greater accountability
because the mandated reporting would increase visibility and
transparency by providing the public with a more transparent view of
the number and condition of the nation's tunnels. These benefits
resulting from the final rule (i.e., uniformity and greater
accountability) would lead to improved tunnel conditions.
This final rule will also allow for more informed decisionmaking on
tunnel condition-related project, program, and policy choices. The
tunnel inventory data will allow FHWA to track and identify any
patterns of tunnel deficiencies and facilitate repairs by States to
ensure the safety of the public. Tunnel owners will also be able to
integrate tunnel inventory data into an asset management program for
maintenance and repairs of their tunnels. The data collection
requirements in the NTIS are consistent with the performance-based
approach to carrying out the Federal-aid highway program established by
Congress in MAP-21. These requirements will fulfill the congressional
directive to establish a data-driven, risk-based approach for the
maintenance, replacement, and rehabilitation of highway tunnels. Such
an approach will help to ensure the efficient and effective use of
Federal resources.
The NTIS could protect investments in key infrastructure, as early
detection of problems in tunnels could increase the longevity of these
assets and avoid more costly rehabilitation and repair actions. It is
generally accepted in the transportation structures community that
inspection and maintenance are effective forms of avoiding substantial
future costs. For example, a 2005 University of Minnesota study
examined the benefits of pavement preservation and preventative
maintenance and found that pavement preservation had many benefits, the
most important of which is preserving a pavement's structural integrity
and realizing a substantial maintenance cost-savings over the life of
the pavement. The study found that it is much less expensive to repair
a pavement when distresses are just beginning to appear. More
specifically, the study concluded that, at a minimum, the costs of
maintaining a runway were half those of not maintaining a runway when
measured over the life of the asset.\18\ However, the study's
conclusions only considered the direct costs of
[[Page 41367]]
maintenance and construction and not the indirect costs associated with
the mobility of the traveling public, goods, services, and freight. As
tunnels provide mobility, which is vital to local, regional, and
national economies, and to our national defense, it is imperative that
these facilities are properly inspected and maintained to avoid the
direct costs of rehabilitation and the indirect costs to users.
---------------------------------------------------------------------------
\18\ ``Pavement preservation: protecting your airport's biggest
investment,'' AirTAP Briefings, Airport Technical Assistance Program
of the Center for Transportation Studies at the University of
Minnesota, summer 2005. An electronic version is located at: https://www.airtap.umn.edu/publications/briefings/2005/Briefings-2005-Summer.pdf
---------------------------------------------------------------------------
The above description of tunnel inspection benefits were summarized
from the limited benefit data submitted by tunnel owners in response to
the NPRM and compiled by FHWA.
Summary
The FHWA does not have sufficient information to estimate total
costs and benefits of this final rule (e.g. any change in how a state
inspects a tunnel). However, the FHWA's preliminary estimates regarding
the inspection portion (excludes training) of the rulemaking are
between $1.82 million and $36.773 million over 20 years (discounted at
7 percent).
Regulatory Flexibility Act
As required by the Regulatory Flexibility Act (Pub. L. 96-354, 5
U.S.C. 601-612), FHWA has evaluated the effects of this final rule on
small entities and anticipates that this action will not have a
significant economic impact on a substantial number of small entities.
Because the regulations are primarily intended for States and Federal
agencies, FHWA has determined that the action will not have a
significant economic impact on a substantial number of small entities.
States and Federal agencies are not included in the definition of small
entity set forth in 5 U.S.C. 601. Therefore, the Regulatory Flexibility
Act does not apply, and FHWA certifies that the action will not have a
significant economic impact on a substantial number of small entities.
Unfunded Mandates Reform Act of 1995
The FHWA has determined that this final rule will not impose
unfunded mandates as defined by the Unfunded Mandates Reform Act of
1995 (Pub. L. 104-4, March 22, 1995, 109 Stat. 48). The NTIS is needed
to ensure safety for the users of the Nation's tunnels and to help
protect Federal infrastructure investment. As discussed above, FHWA
finds that this regulatory action will not result in the expenditure by
State, local, and tribal governments, in the aggregate, or by the
private sector, of $143,100,000 or more in any one year (2 U.S.C.
1532). Additionally, the definition of ``Federal mandate'' in the
Unfunded Mandates Reform Act excludes financial assistance of the type
in which State, local, or tribal governments have authority to adjust
their participation in the program in accordance with changes made in
the program by the Federal Government. The Federal-aid highway program
permits this type of flexibility.
Executive Order 13132 (Federalism Assessment)
The FHWA has analyzed this final rule in accordance with the
principles and criteria contained in Executive Order 13132. The FHWA
has determined that a federalism summary impact statement is not
required because this regulation is required by statute and will not
preempt any State law.
Executive Order 12372 (Intergovernmental Review)
The regulations implementing Executive Order 12372 regarding
intergovernmental consultation on Federal programs and activities apply
to this program. Local entities should refer to the Catalog of Federal
Domestic Assistance Program Number 20.205, Highway Planning and
Construction, for further information.
Paperwork Reduction Act
Under the Paperwork Reduction Act of 1995 (PRA) (44 U.S.C. 3501, et
seq.), Federal agencies must obtain approval from the Office of
Management and Budget (OMB) for each collection of information they
conduct, sponsor, or require through regulations. This action contains
a collection of information requirement under the PRA. This information
collection requirement has been previously submitted to OMB for
approval, pursuant to the provisions of the PRA. The requirement has
been approved through May 31, 2017; OMB Control No. 2125-0640.
The MAP-21 requires the Secretary to inventory all tunnels on
public roads, on and off Federal-aid highways, including tribally owned
and federally owned tunnels. In addition, each State, Federal agency,
and tribal government is required to report to the Secretary on: the
results of tunnel inspections and notation of any action taken pursuant
to the findings of the inspections, and current inventory data for all
highway tunnels reflecting the findings of the most recent tunnel
inspection. In order to be responsive to the requirements of MAP-21 and
in accordance with this final rule, FHWA will collect data to establish
an NTI and require the submission of data on the results of tunnel
inspections. A description of the collection requirements, the
respondents, and an estimate of the annual reporting burden are set
forth below.
National Tunnel Inventory Collection
The FHWA will collect data to establish an NTI. Initially a subset
of the Inventory Items defined in the Specifications of the National
Tunnel Inventory will be collected. This information will be reported
to FHWA on the Preliminary Tunnel Inventory Data Form which is
available on the FHWA Web site at: https://www.fhwa.dot.gov/bridge/inspection/tunnel/.
The following is the data that will be collected under the NTI on
the Preliminary Tunnel Inventory Data Form:
(1) Identification Items: Tunnel number, tunnel name, State code,
county code, place code, highway agency district, route number, route
direction, route type, facility carried, linear referencing system
(LRS) inventory route number, LRS mile point, tunnel portal's latitude,
tunnel portal's longitude, border tunnel State or county code, border
tunnel financial responsibility, border tunnel number, and border
tunnel inspection responsibility.
(2) Age and Service Items: Year built, year rehabilitated, total
number of lanes, average daily traffic, average daily truck traffic,
year of average daily traffic, detour length, and service in tunnel.
(3) Classification Items: Owner, operator, direction of traffic,
toll, NHS designation, STRAHNET designation, and functional
classification.
(4) Geometric Data Items: Tunnel length, minimum clearance over
tunnel roadway, roadway curb-to-curb width, and left curb and right
curb widths.
(5) Structure Type and Material Items: Number of bores, tunnel
shape, portal shape, ground conditions, and complexity.
The anticipated respondents include the 50 States, the District of
Columbia, Puerto Rico, and any Federal agencies and tribal governments
that own tunnels. The estimated burden on the States to collect,
manage, and report this data is estimated to be 8 hours per tunnel for
a total estimate of 2,808 hours for all 350 estimated tunnels in the
Nation. This represents an average of 54 hours per respondent and so it
is estimated that the burden will total 2,808 hours per year (52
responses x 54.00 hours per respondent = 2,808 hours).
Annual Inspection Reporting
In addition to the preliminary inventory information described
above, tunnel owners are required to report to
[[Page 41368]]
the Secretary on the results of tunnel inspections and notations of any
action taken pursuant to the findings of the inspections. For all
inspections, tunnel owners will be required to enter the appropriate
inspection data into the State DOT, Federal agency, or tribal
government inventory within 3 months of the completion of the
inspection. The number of responses per year is based on the total of
350 tunnels in the U.S., with approximately half inspected each year,
based on the standard 24-month inspection interval. The annual
responses are estimated at 175 for routine inspections. With the
average time of 40 hours to collect, manage, and report routine
inspection data, and an additional 2,080 hours to follow up on critical
findings, it is estimated that the burden hours will total 9,080 hours
per year (7,000 hours (175 responses x 40.00 hours per response) +
2,080 hours (for follow-up on critical findings) = 9,080 burden hours).
Estimated Total Annual Burden Hours
The FHWA estimates that the collection of information contained in
this final rule will result in approximately 11,888 total annual burden
hours (2,808 hours (preliminary inventory collection) + 9,080 (annual
inspections) = 11,888 (total annual burden hours)). Since the majority
of States are already inspecting their tunnels, they are likely to have
much of the data needed to satisfy the preliminary inventory data
collection burden. Likewise, since many States are already collecting
and storing inspection data, they are likely to have much of the data
needed to satisfy the routine inspection burden. As a result, FHWA
expects that the additional burden on the States to report this data
will be minimal.
A notice seeking public comments on the collection of information
included in this final rule was published in the Federal Register on
June 14, 2010, at 75 FR 33659. The FHWA received comments from four
commenters, including one organization (AASHTO) and three State DOTs
(New York, Oregon, and Virginia). These comments were addressed in the
SNPRM.
In the SNPRM, FHWA renewed its request for comments on the
collection of information. No additional comments on the information
collection were received.
National Environmental Policy Act
The Department has analyzed this action for the purpose of the
National Environmental Policy Act of 1969, as amended (42 U.S.C. 4321
et seq.), and has determined that this action would not have a
significant effect on the quality of the environment and qualifies for
the categorical exclusion at 23 CFR 771.117(c)(20).
Executive Order 12630 (Taking of Private Property)
This action will not affect a taking of private property or
otherwise have taking implications under Executive Order 12630,
Governmental Actions and Interference with Constitutionally Protected
Property Rights.
Executive Order 12988 (Civil Justice Reform)
This action meets applicable standards in section 3(a) and 3(b)(2)
of Executive Order 12988, Civil Justice Reform, to minimize litigation,
eliminate ambiguity, and reduce burden.
Executive Order 13045 (Protection of Children)
The FHWA has analyzed this action under Executive Order 13045,
Protection of Children from Environmental Health Risks and Safety
Risks. This rule does not concern an environmental risk to health or
safety that may disproportionately affect children.
Executive Order 13175 (Tribal Consultation)
The FHWA has conducted a preliminary analysis of this action under
Executive Order 13175. The FHWA believes that this final rule will not
have substantial direct effects on one or more Indian Tribes, will not
impose substantial direct compliance costs on Indian tribal
governments, and will not preempt tribal law. To FHWA's knowledge,
there are no tunnels that are owned, operated, or maintained by Indian
tribal governments. In addition, no comments were received from Indian
tribal governments in response to the SNPRM.
Executive Order 13211 (Energy Effects)
The FHWA has analyzed this final rule under Executive Order 13211,
Actions Concerning Regulations That Significantly Affect Energy Supply,
Distribution, or Use. The FHWA has determined that the rule will not
constitute a significant energy action under that order because,
although it is considered a significant regulatory action under
Executive Order 12866, it is not likely to have a significant adverse
effect on the supply, distribution, or use of energy.
Executive Order 12898 (Environmental Justice)
Executive Order 12898 requires that each Federal agency make
achieving environmental justice part of its mission by identifying and
addressing, as appropriate, disproportionately high and adverse human
health or environmental effects of its programs, policies, and
activities on minorities and low-income populations. The FHWA has
determined that this rule does not raise any environmental justice
issues.
Regulation Identifier Number
A regulation identifier number (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 contained in the heading of
this document can be used to cross reference this action with the
Unified Agenda.
List of Subjects in 23 CFR Part 650
Bridges, Grant programs--transportation, Highways and roads,
Incorporation by reference, Reporting and recordkeeping requirements.
Issued in Washington, DC, on July 2, 2015, under authority
delegated in 49 CFR 1.85(a)(1):
Gregory G. Nadeau,
Acting Administrator, Federal Highway Administration.
In consideration of the foregoing, the FHWA amends title 23, Code
of Federal Regulations, part 650, as set forth below:
PART 650--BRIDGES, STRUCTURES, AND HYDRAULICS
0
1. The authority citation for part 650 is revised to read as follows:
Authority: 23 U.S.C. 119, 144, and 315.
0
2. Add subpart E to read as follows:
Subpart E--National Tunnel Inspection Standards
Sec.
650.501 Purpose.
650.503 Applicability.
650.505 Definitions.
650.507 Tunnel inspection organization responsibilities.
650.509 Qualifications of personnel.
650.511 Inspection interval.
650.513 Inspection procedures.
650.515 Inventory.
650.517 Incorporation by reference.
Subpart E--National Tunnel Inspection Standards
Sec. 650.501 Purpose.
This subpart sets the national minimum standards for the proper
[[Page 41369]]
safety inspection and evaluation of all highway tunnels in accordance
with 23 U.S.C. 144(h) and the requirements for preparing and
maintaining an inventory in accordance with 23 U.S.C. 144(b).
Sec. 650.503 Applicability.
The National Tunnel Inspection Standards (NTIS) in this subpart
apply to all structures defined as highway tunnels on all public roads,
on and off Federal-aid highways, including tribally and federally owned
tunnels.
Sec. 650.505 Definitions.
The following terms used in this subpart are defined as follows:
American Association of State Highway and Transportation Officials
(AASHTO) Manual for Bridge Evaluation. The term ``AASHTO Manual for
Bridge Evaluation'' means the ``Manual for Bridge Evaluation'',
incorporated by reference in Sec. 650.517.
At-grade roadway. The term ``at-grade roadway'' means paved or
unpaved travel ways within the tunnel that carry vehicular traffic and
are not suspended or supported by a structural system.
Bridge inspection experience. The term ``bridge inspection
experience'' has the same meaning as in Sec. 650.305.
Complex tunnel. The term ``complex tunnel'' means a tunnel
characterized by advanced or unique structural elements or functional
systems.
Comprehensive tunnel inspection training. The term ``comprehensive
tunnel inspection training'' means the FHWA-approved training that
covers all aspects of tunnel inspection and enables inspectors to
relate conditions observed in a tunnel to established criteria.
Critical finding. The term ``critical finding'' has the same
meaning as in Sec. 650.305.
Damage inspection. The term ``damage inspection'' has the same
meaning as in Sec. 650.305.
End-of-course assessment. The term ``end-of-course assessment''
means a comprehensive examination given to students after the
completion of a training course.
Federal-aid highway. The term ``Federal-aid highway'' has the same
meaning as in 23 U.S.C. 101(a)(5).
Functional systems. The term ``functional systems'' means non-
structural systems, such as electrical, mechanical, fire suppression,
ventilation, lighting, communications, monitoring, drainage, traffic
signals, emergency response (including egress, refuge room spacing, or
carbon monoxide detection), or traffic safety components.
Hands-on inspection. The term ``hands-on inspection'' has the same
meaning as in Sec. 650.305.
Highway. The term ``highway'' has the same meaning as in 23 U.S.C.
101(a)(11).
In-depth inspection. The term ``in-depth inspection'' means a
close-up inspection of one, several, or all tunnel structural elements
or functional systems to identify any deficiencies not readily
detectable using routine inspection procedures. In-depth inspections
may occur more or less frequently than routine inspections, as outlined
in the tunnel-specific inspection procedures.
Initial inspection. The term ``initial inspection'' means the first
inspection of a tunnel to provide all inventory, appraisal, and other
data necessary to determine the baseline condition of the structural
elements and functional systems.
Inspection Date. The term ``Inspection Date'' means the date
established by the Program Manager on which a regularly scheduled
routine inspection begins for a tunnel.
Legal load. The terms ``legal load means the maximum legal load for
each vehicle configuration permitted by law for the State in which the
tunnel is located.
Load rating. The term ``load rating'' means the determination of
the safe vehicular live load carrying capacity within or above the
tunnel using structural plans, and information gathered from an
inspection. The results of the load rating may include the need for
load posting.
Operating rating. The term ``operating rating'' has the same
meaning as in Sec. 650.305.
Portal. The term ``portal'' means the entrance and exit of the
tunnel exposed to the environment; portals may include bare rock,
constructed tunnel entrance structures, or buildings.
Procedures. The term ``procedures'' means the written documentation
of policies, methods, considerations, criteria, and other conditions
that direct the actions of personnel so that a desired end result is
achieved consistently.
Professional Engineer (P.E.). The term ``Professional Engineer
(P.E.)'' means an individual who has fulfilled education and experience
requirements and passed examinations that, under State licensure laws,
permits the individual to offer engineering services within areas of
expertise directly to the public.
Program Manager. The term ``Program Manager'' means the individual
in charge of the inspection program who has been assigned or delegated
the duties and responsibilities for tunnel inspection, reporting, and
inventory. The Program Manager provides overall leadership and guidance
to inspection Team Leaders and load raters.
Public road. The term ``public road'' has the same meaning as in 23
U.S.C. 101(a)(21).
Quality assurance (QA). The term ``quality assurance (QA)'' means
the use of sampling and other measures to ensure the adequacy of
quality control procedures in order to verify or measure the quality of
the entire tunnel inspection and load rating program.
Quality control (QC). The term ``quality control (QC)'' means the
procedures that are intended to maintain the quality of a tunnel
inspection and load rating at or above a specified level.
Routine inspection. The term ``routine inspection'' means a
regularly scheduled comprehensive inspection encompassing all tunnel
structural elements and functional systems and consisting of
observations and measurements needed to determine the physical and
functional condition of the tunnel, to identify any changes from
initial or previously recorded conditions, and to ensure that tunnel
components continue to satisfy present service requirements.
Routine permit load. The term ``routine permit load'' means a
vehicular load that has a gross weight, axle weight, or distance
between axles not conforming with State laws for legally configured
vehicles, and is authorized for unlimited trips over an extended period
of time to move alongside other heavy vehicles on a regular basis.
Special inspection. The term ``special inspection'' means an
inspection, scheduled at the discretion of the tunnel owner, used to
monitor a particular known or suspected deficiency.
State transportation department (State DOT). The term ``State
transportation department (State DOT)'' has the same meaning as in 23
U.S.C. 101(a)(28).
Team Leader. The term ``Team Leader'' means the on-site individual
in charge of an inspection team responsible for planning, preparing,
performing, and reporting on tunnel inspections.
Tunnel. The term ``tunnel'' means an enclosed roadway for motor
vehicle traffic with vehicle access limited to portals, regardless of
type of structure or method of construction, that requires, based on
the owner's determination, special design considerations that may
include lighting, ventilation, fire protection systems, and emergency
egress capacity. The terms ``tunnel'' does not include bridges or
culverts inspected under the National Bridge
[[Page 41370]]
Inspection Standards (subpart C of this part).
Tunnel inspection experience. The term ``tunnel inspection
experience'' means active participation in the performance of tunnel
inspections in accordance with the National Tunnel Inspection
Standards, in either a field inspection, supervisory, or management
role.
Tunnel inspection refresher training. The term ``tunnel inspection
refresher training'' means an FHWA-approved training course that aims
to improve the quality of tunnel inspections, introduce new techniques,
and maintain the consistency of the tunnel inspection program.
Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE)
Manual. The term ``Tunnel Operations, Maintenance, Inspection and
Evaluation (TOMIE) Manual'' means the ``Tunnel Operations, Maintenance,
Inspection and Evaluation (TOMIE) Manual'' (incorporated by reference,
see Sec. 650.517).
Tunnel-specific inspection procedures. The term ``tunnel-specific
inspection procedures'' means the written documentation of the
directions necessary to plan for, and conduct an inspection. Directions
include coverage of inspection methods, frequency of each method,
inspection equipment, access equipment, identification of tunnel
elements, components and functional systems, traffic coordination, and
specialized qualifications for inspecting personnel.
Sec. 650.507 Tunnel inspection organization responsibilities.
(a) Each State DOT shall inspect, or cause to be inspected, all
highway tunnels located on public roads, on and off Federal-aid
highways, that are fully or partially located within the State's
boundaries, except for tunnels that are owned by Federal agencies or
tribal governments.
(b) Each Federal agency shall inspect, or cause to be inspected,
all highway tunnels located on public roads, on and off Federal-aid
highways, that are fully or partially located within the respective
agency's responsibility or jurisdiction.
(c) Each tribal government shall inspect, or cause to be inspected,
all highway tunnels located on public roads, on and off Federal-aid
highways, that are fully or partially located within the respective
tribal government's responsibility or jurisdiction.
(d) Where a tunnel is jointly owned, all bordering States, Federal
agencies, and tribal governments with ownership interests should
determine through a joint formal written agreement the inspection
responsibilities of each State, Federal agency, and tribal government.
(e) Each State that contains one or more tunnels subject to these
regulations, or Federal agency or tribal government with a tunnel under
its jurisdiction, shall include a tunnel inspection organization that
is responsible for all of the following:
(1) Statewide, Federal agency-wide, or tribal government-wide
tunnel inspection policies and procedures (both general and tunnel-
specific), quality control and quality assurance procedures, and
preparation and maintenance of a tunnel inventory.
(2) Tunnel inspections, written reports, load ratings, management
of critical findings, and other requirements of these standards.
(3) Maintaining a registry of nationally certified tunnel
inspectors that work in their State or for their Federal agency or
tribal government that includes, at a minimum, a method to positively
identify each inspector, documentation that the inspector's training
requirements are up-to-date, the inspector's current contact
information, and detailed information about any adverse action that may
affect the good standing of the inspector.
(4) A process, developed under the direction of a Professional
Engineer and approved by FHWA, to determine when an inspection Team
Leader's qualifications must meet Sec. 650.509(b)(4) in order to
adequately and appropriately lead an inspection of a complex tunnel or
a tunnel with distinctive features or functions. At a minimum, the
process shall consider a tunnel's type of construction, functional
systems, history of performance, and physical and operational
conditions.
(f) A State DOT, Federal agency, or tribal government may delegate
functions identified in paragraphs (e)(1), (2), and (3) of this section
through a formal written agreement, but such delegation does not
relieve the State DOT, Federal agency, or tribal government of any of
its responsibilities under this subpart.
(g) The State DOT, Federal agency, or tribal government tunnel
inspection organization shall have a Program Manager with the
qualifications listed in Sec. 650.509(a), who has been delegated
responsibility for paragraphs (e)(1), (2), and (3) of this section.
Sec. 650.509 Qualifications of personnel.
(a) A Program Manager shall, at a minimum:
(1) Be a registered Professional Engineer, or have 10 years of
tunnel or bridge inspection experience;
(2) Be a nationally certified tunnel inspector;
(3) Satisfy the requirements of paragraphs (a)(1) and (2) of this
section by August 13, 2017; and
(4) Be able to determine when a Team Leader's qualifications must
meet the requirements of paragraph (b)(1)(i) of this section in
accordance with the FHWA approved process developed in accordance with
Sec. 650.507(e)(4).
(b) A Team Leader shall, at a minimum:
(1) Meet at least one of the four qualifications listed in
paragraphs (b)(1)(i) through (iv) of this section:
(i) Be a registered professional engineer and have six months of
tunnel or bridge inspection experience.
(ii) Have 5 years of tunnel or bridge inspection experience.
(iii) Have all of the following:
(A) A bachelor's degree in engineering or engineering technology
from a college or university accredited or determined as substantially
equivalent by the Accreditation Board for Engineering and Technology.
(B) Successfully passed the National Council of Examiners for
Engineering and Surveying Fundamentals of Engineering examination.
(C) Two (2) years of tunnel or bridge inspection experience.
(iv) Have all of the following:
(A) An associate's degree in engineering or engineering technology
from a college or university accredited or determined as substantially
equivalent by the Accreditation Board for Engineering and Technology.
(B) Four years of tunnel or bridge inspection experience.
(2) Be a nationally certified tunnel inspector.
(3) Provide documentation supporting the satisfaction of paragraphs
(b)(1) and (2) of this section to the Program Manager of each State
DOT, Federal agency, or tribal government for which they are performing
tunnel inspections.
(4) Be a registered Professional Engineer and have six months of
tunnel or bridge inspection experience if the Program Manager
determines through the approved process developed under Sec.
650.507(e)(4) that the tunnel being inspected is complex or has
distinctive features or functions that warrant this level of
qualifications.
(c) Load ratings shall be performed by, or under the direct
supervision of, a registered Professional Engineer.
(d) Each State DOT, Federal agency, and tribal government shall
determine inspection personnel qualifications for damage, cursory, and
special inspections.
(e) A nationally certified tunnel inspector shall:
[[Page 41371]]
(1) Complete an FHWA-approved comprehensive tunnel inspection
training course and score 70 percent or greater on an end-of-course
assessment;
(2) Complete a cumulative total of 18 hours of FHWA-approved tunnel
inspection refresher training over each 60 month period; and
(3) Maintain documentation supporting the satisfaction of
paragraphs (e)(1) and (2) of this section, and, upon request, provide
documentation of their training status and current contact information
to the Tunnel Inspection Organization of each State DOT, Federal
agency, or tribal government for which they will be performing tunnel
inspections.
(f) Acceptable tunnel inspection training includes the following:
(1) National Highway Institute training. NHI courses on
comprehensive tunnel inspection training.
(2) FHWA approval of alternate training. A State DOT, Federal
agency, or tribal government may submit to FHWA a training course as an
alternative to the NHI course. The FHWA shall approve alternative
course materials and end-of-course assessments for national consistency
and certification purposes. The Program Manager shall review the
approved alternative training course every 5 years to ensure the
material is current. Updates to approved course materials and end-of-
course assessments shall be resubmitted to FHWA for approval.
(g) In evaluating the tunnel inspection experience requirements
under paragraphs (a) and (b) of this section, a combination of tunnel
design, tunnel maintenance, tunnel construction, and tunnel inspection
experience, with the predominant amount in tunnel inspection, is
acceptable. Also, the following criteria should be considered:
(1) The relevance of the individual's actual experience, including
the extent to which the experience has enabled the individual to
develop the skills needed to properly lead a tunnel safety inspection.
(2) The individual's exposure to the problems or deficiencies
common in the types of tunnels being inspected by the individual.
(3) The individual's understanding of the specific data collection
needs and requirements.
Sec. 650.511 Inspection interval.
(a) Initial inspection. A State DOT, Federal agency, or tribal
government tunnel inspection organization shall conduct, or cause to be
conducted, an initial inspection for each tunnel described in Sec.
650.503 as follows:
(1) For existing tunnels, conduct a routine inspection of each
tunnel according to the inspection guidance provided in the Tunnel
Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual
(incorporated by reference, see Sec. 650.517) by August 13, 2017.
(2) For tunnels completed after these regulations take effect, the
initial routine inspection shall be conducted after all construction is
completed and prior to opening to traffic, according to the inspection
guidance provided in the Tunnel Operations, Maintenance, Inspection and
Evaluation (TOMIE) Manual (incorporated by reference, see Sec.
650.517).
(b) Routine inspections. A State DOT, Federal agency, or tribal
government tunnel inspection organization shall conduct, or cause to be
conducted, routine inspections for each tunnel described in Sec.
650.503 as follows:
(1) Establish for each tunnel the NTIS routine Inspection Date in a
month and year (MM/DD/YYYY) format. This date should only be modified
by the Program Manager in rare circumstances.
(2) Inspect each tunnel at regular 24-month intervals.
(3) For tunnels needing inspection more frequently than 24-month
intervals, establish criteria to determine the level and frequency to
which these tunnels are inspected, based on a risk analysis approach
that considers such factors as tunnel age, traffic characteristics,
geotechnical conditions, and known deficiencies.
(4) Certain tunnels may be inspected at regular intervals up to 48
months. Inspecting a tunnel at an increased interval may be appropriate
when past inspection findings and analysis justifies the increased
inspection interval. At a minimum, the following criteria shall be used
to determine the level and frequency of inspection based on an assessed
lower risk: Tunnel age, time from last major rehabilitation, tunnel
complexity, traffic characteristics, geotechnical conditions,
functional systems, and known deficiencies. A written request that
justifies a regular routine inspection interval between 24 and 48
months shall be submitted to FHWA for review and comment prior to the
extended interval being implemented.
(5) Inspect each tunnel in accordance with the established
interval. The acceptable tolerance for inspection interval is within 2
months before or after the Inspection Date established in paragraph
(b)(1) of this section in order to maintain that date. The actual
month, day, and year of the inspection are to be reported in the
National Tunnel Inventory.
(c) Damage, in-depth, and special inspections. The Program Manager
shall establish criteria to determine the level and frequency of
damage, in-depth, and special inspections. Damage, in-depth, and
special inspections may use non-destructive testing or other methods
not used during routine inspections at an interval established by the
Program Manager. In-depth inspections should be scheduled for complex
tunnels and for certain structural elements and functional systems when
necessary to fully ascertain the condition of the element or system;
hands-on inspection may be necessary at some locations.
Sec. 650.513 Inspection procedures.
Each State DOT, Federal agency, or tribal government tunnel
inspection organization, to carry out its inspection responsibilities,
shall perform or cause to be performed all of the following:
(a) Inspect tunnel structural elements and functional systems in
accordance with the inspection guidance provided in the Tunnel
Operations, Maintenance, Inspection and Evaluation (TOMIE) Manual
(incorporated by reference, see Sec. 650.517).
(b) Provide at least one Team Leader, who meets the minimum
qualifications stated in Sec. 650.509, at the tunnel at all times
during each initial, routine, and in-depth inspection. The State DOT,
Federal agency, or tribal government shall report the nationally
certified tunnel inspector identification for each Team Leader that is
wholly or partly responsible for a tunnel inspection must be reported
to the National Tunnel Inventory.
(c) Prepare and document tunnel-specific inspection procedures for
each tunnel inspected and inventoried that shall:
(1) Take into account the design assumptions and the tunnel
complexity; and
(2) Identify the--
(i) Tunnel structural elements and functional systems to be
inspected;
(ii) Methods of inspection to be used;
(iii) Frequency of inspection for each method; and
(iv) Inspection equipment, access equipment, and traffic
coordination needed.
(d) Establish requirements for functional system testing, direct
observation of critical system checks, and testing documentation.
(e) For complex tunnels, identify specialized inspection procedures
and additional inspector training and experience required to inspect
complex tunnels. Inspect complex tunnels
[[Page 41372]]
according to the specialized inspection procedures.
(f) Conduct tunnel inspections with qualified staff not associated
with the operation or maintenance of the tunnel structure or functional
systems.
(g) Rate each tunnel's safe vehicular load-carrying capacity in
accordance with the Sections 6 or 8, AASHTO Manual for Bridge
Evaluation (incorporated by reference, see Sec. 650.517). A State DOT,
Federal agency, or tribal government shall conduct a load rating
evaluation as soon as practical, but not later than three months after
the completion of the inspection, if a change in condition is
identified. Post or restrict the highways in or over the tunnel in
accordance with Section 6, AASHTO Manual for Bridge Evaluation
(incorporated by reference, see Sec. 650.517), or in accordance with
State law, when the maximum unrestricted legal loads or State routine
permit loads exceed those allowed under the operating rating or
equivalent rating factor. Postings shall be made as soon as possible
but not later than 30 days after a valid load rating determines a need
for such posting. At-grade roadways in tunnels are exempt from load
rating. A State DOT, Federal agency, or tribal government, shall
maintain load rating calculations or input files with a summary of
results as a part of the tunnel record.
(h) Prepare tunnel inspection documentation as described in the
Tunnel Operations, Maintenance, Inspection and Evaluation (TOMIE)
Manual (incorporated by reference, see Sec. 650.517), and maintain
written reports or electronic files on the results of tunnel
inspections, together with notations of any action taken to address the
findings of such inspections. Maintain relevant maintenance and
inspection data to allow assessment of current tunnel condition. At a
minimum, information collected will include data regarding basic tunnel
information (e.g., tunnel location, posted speed, inspection reports,
repair recommendations, and repair and rehabilitation work completed),
tunnel and roadway geometrics, interior tunnel structural features,
portal structure features, and tunnel systems information. When
available, tunnel data collected shall include diagrams, photos,
condition of each structural and functional system component, notations
of any action taken to address the findings of such inspections, and
the national tunnel inspector certification registry identification for
each Team Leader responsible in whole or in part for the inspection.
(i) Use systematic quality control and quality assurance procedures
to maintain a high degree of accuracy and consistency in the inspection
program. Include periodic field review of inspection teams, data
quality checks, and independent review of inspection reports and
computations.
(j) Establish a Statewide, Federal agency-wide, or tribal
government-wide procedure to ensure that critical findings are
addressed in a timely manner. Notify FHWA within 24 hours of any
critical finding and the activities taken, underway, or planned to
resolve or monitor the critical finding. Update FHWA regularly or as
requested on the status of each critical finding until it is resolved.
Annually provide a written report to FHWA with a summary of the current
status of the resolutions for each critical finding identified within
that year or unresolved from a previous year.
(k) Provide information at least annually, or more frequently upon
request, in cooperation with any FHWA review of State DOT, Federal
agency, or tribal government compliance with the NTIS. The FHWA will
assess annually State DOT compliance using statistical assessments and
well-defined measures based on the requirements of this subpart.
Sec. 650.515 Inventory.
(a) Preliminary inventory. Each State, Federal agency, or tribal
government shall collect and submit the inventory data items described
in the Specifications for the National Tunnel Inventory (incorporated
by reference, see Sec. 650.517) for all tunnels subject to the NTIS by
December 11, 2015.
(b) National Tunnel Inventory. Each State, Federal agency, or
tribal government shall prepare, maintain, and make available to FHWA
upon request, an inventory of all highway tunnels subject to the NTIS
that includes the preliminary inventory information submitted in
paragraph (a) of this section, reflects the findings of the most recent
tunnel inspection conducted, and is consistent and coordinated with the
Specifications for the National Tunnel Inventory.
(c) Data entry for inspections. For all inspections, each State
DOT, Federal agency, or tribal government shall enter the appropriate
tunnel inspection data into its inventory within 3 months after the
completion of the inspection.
(d) Data entry for tunnel modifications and new tunnels. For
modifications to existing tunnels that alter previously recorded data
and new tunnels, each State DOT, Federal agency, or tribal government
shall enter the appropriate data into its inventory within 3 months
after the completion of the work.
(e) Data entry for tunnel load restriction and closure changes. For
changes in traffic load restriction or closure status, each State DOT,
Federal agency, or tribal government shall enter the data into its
inventory within 3 months after the change in status of the tunnel.
Sec. 650.517 Incorporation by reference.
(a) Certain material is incorporated by reference into this part
with the approval of the Director of the Federal Register under 5
U.S.C. 552(a) and 1 CFR part 51. To enforce any edition other than that
specified in this section, the FHWA must publish notice of change in
the Federal Register and the material must be available to the public.
All approved material is available for inspection at 1200 New Jersey
Avenue SE., Washington, DC 20590. For questions regarding the
availability of this material at FHWA, call the FHWA Regulations
Officer, Office of the Chief Counsel, HCC-10, 202-366-0761. This
material is also available for inspection at the National Archives and
Records Administration (NARA). For information on the availability of
this material at NARA, call 202-741-6030 or go to https://www.archives.gov/federal_register/code_of_federal_regulations/ibr_locations.html.
(b) American Association of State Highway and Transportation
Officials (AASHTO), Suite 249, 444 N. Capitol Street NW., Washington,
DC 20001, 800-231-3475, https://bookstore.transportation.org.
(1) ``The Manual of Bridge Evaluation,'' Section 6 ``Load Rating''
and Section 8 ``Nondestructive Load Testing,'' Second Edition, 2011,
copyright 2011, incorporation by reference approved for Sec. Sec.
650.505 and 650.513(a).
(2) 2011 Interim Revisions to ``The Manual of Bridge Evaluation,''
Section 6 ``Load Rating,'' Second Edition, 2010, copyright 2011,
incorporation by reference approved for Sec. Sec. 650.505 and
650.513(a).
(3) 2013 Interim Revisions to ``The Manual of Bridge Evaluation,''
Section 6 ``Load Rating,'' Second Edition, 2010, copyright 2013,
incorporation by reference approved for Sec. Sec. 650.505 and
650.513(a).
(4) 2014 Interim Revisions to ``The Manual of Bridge Evaluation,''
Section 6 ``Load Rating,'' Second Edition, 2010, copyright 2013,
incorporation by reference approved for Sec. Sec. 650.505 and
650.513(a).
(5) 2015 Interim Revisions to ``The Manual of Bridge Evaluation,''
Section 6
[[Page 41373]]
``Load Rating,'' Second Edition, 2010, copyright 2014, incorporation by
reference approved for Sec. Sec. 650.505 and 650.513(a).
(c) Office of Bridges and Structures, Federal Highway
Administration, U.S. Department of Transportation, 1200 New Jersey
Avenue SE., Washington, DC 20590.
(1) FHWA-HIF-15-005, ``Tunnel Operations, Maintenance, Inspection
and Evaluation (TOMIE) Manual,'' 2015 edition, available in electronic
format at https://www.fhwa.dot.gov/bridge/inspection/tunnel/.
Incorporation by reference approved for Sec. Sec. 650.505, 650.511(a),
and 650.513(a) and (h).
(2) FHWA-HIF-15-006, ``Specifications for National Tunnel
Inventory,'' 2015 edition, available in electronic format at https://www.fhwa.dot.gov/bridge/inspection/tunnel/. Incorporation by reference
approved for Sec. 650.515(a) and (b).
[FR Doc. 2015-16896 Filed 7-13-15; 8:45 am]
BILLING CODE 4910-22-P