Home Page About Us Contribute

Escort, Inc.

Tweets by @CrittendenAuto

By accessing/using The Crittenden Automotive Library/CarsAndRacingStuff.com, you signify your agreement with the Terms of Use on our Legal Information page. Our Privacy Policy is also available there.

Agency Information Collection Activities: Request for Comments for a New Information Collection

American Government Special Collections Reference Desk

American Government

Agency Information Collection Activities: Request for Comments for a New Information Collection

Michael Howell
Federal Highway Administration
February 15, 2013

[Federal Register Volume 78, Number 32 (Friday, February 15, 2013)]
[Pages 11266-11267]
From the Federal Register Online via the Government Printing Office [www.gpo.gov]
[FR Doc No: 2013-03510]



Federal Highway Administration

[Docket No. FHWA-2013-0003]

Agency Information Collection Activities: Request for Comments 
for a New Information Collection

AGENCY: Federal Highway Administration (FHWA), DOT.

ACTION: Notice and request for comments.


SUMMARY: The FHWA invites public comments about our intention to 
request the Office of Management and Budget's (OMB) approval for a new 
information collection, which is summarized below under SUPPLEMENTARY 
INFORMATION. We are required to publish this notice in the Federal 
Register by the Paperwork Reduction Act of 1995.

DATES: Please submit comments by April 16, 2013.

ADDRESSES: You may submit comments identified by DOT Docket ID 2013-
0003 by any of the following methods:
    Web Site: For access to the docket to read background documents or 
comments received go to the Federal eRulemaking Portal: Go to http://www.regulations.gov. Follow the online instructions for submitting 
    Fax: 1-202-493-2251.
    Mail: Docket Management Facility, U.S. Department of 
Transportation, West Building Ground Floor, Room W12-140, 1200 New 
Jersey Avenue SE., Washington, DC 20590-0001.
    Hand Delivery or Courier: U.S. Department of Transportation, West 
Building Ground Floor, Room W12-140, 1200 New Jersey Avenue SE., 
Washington, DC 20590, between 9 a.m. and 5 p.m. ET, Monday through 
Friday, except Federal holidays.

FOR FURTHER INFORMATION CONTACT: Shane D. Boone, 202-493-3064, 
Nondestructive Evaluation Research Program, Federal Highway 
Administration, Department of Transportation, 6300 Georgetown Pike, 
McLean, VA 22101. Office hours are from 8 a.m. to 5 p.m., Monday 
through Friday, except Federal holidays.

    Title: Non-Destructive Inspection Protocol for Reinforced Concrete 
Highway Barriers and Bridge Railings.
    Background: Highway barriers and bridge railings serve to prevent 
errant vehicles from departing the travelway at grade separations. Most 
bridge railings are made of reinforced concrete. Despite the important 
role that they play in maintaining safety and their ubiquitous nature, 
barrier inspection rarely moves beyond visual inspection. In August of 
2008, tractor-trailer dislodged a section of barrier on the William 
Preston Lane, Jr. Memorial Bridge. Portions of the displaced barrier 
separated and the tractor-trailer fatally departed the bridge. 
Investigations following the accident identified significant corrosion 
of the anchor bolts attaching the bridge railing to the bridge deck.
    As a result of the information gathered during its investigation of 
the accident, the National Transportation Safety Board (NTSB) made 
recommendations to the Federal Highway Administration concerning Non-
Destructive Evaluation of concrete bridge railings. One of these 
recommendations (H-10-18) is as follows:

    Expand the research and development of nondestructive evaluation 
technologies to develop bridge inspection methods that augment 
visual inspections; offer reliable measurement techniques; and are 
practical, both in terms of time and cost, for field inspection 
work; and promote the use of these technologies by bridge owners.

    The barrier on the Preston Lane, Jr. Memorial Bridge was unique in 
that the anchor bolts connecting the barrier to the deck were exposed. 
This exposure allowed inspection of the remaining anchor bolts directly 
using ultrasonic testing. In contrast, most barriers have 
configurations where the steel anchorage is completely embedded in the 
deck and barrier. Most reinforced concrete barriers are anchored to the 
deck of a bridge or retaining wall using reinforcing steel protruding 
from the main structure or by anchored bars or bolts during retrofits. 
Corrosion of steel bars or bolts can weaken this attachment and reduce 
the capacity of the barrier. The most direct damage resulting from 
corrosion is the reduction of steel diameter and cross-sectional area. 
Steel corrosion in concrete is caused primarily by two reasons: 
chloride induced corrosion and carbonation induced corrosion. Barriers 
are generally located at or very near the gutter-line of a roadway and 
may have significant long-term exposure to corrosive deicing materials.
    It is beyond the capacity of visual inspection to identify and 
evaluate concrete voids and corrosion of anchorage mechanisms embedded 
in concrete. A literature review revealed that some promising research 
has been done using NDE methods to evaluate reinforced concrete and the 
embedded steel reinforcement.
    Effective corrosion detection methods are just one piece of the 
barrier and railing maintenance puzzle. Identification of when to use 
advanced NDE tools as well as to what level the capacity is likely 
impacted by the measured deterioration will be examined as a part of 
this project. In order to most effectively investigate the correct 
barrier and railing designs, it was noted that input from the state 
DOTs was required. Thus, a survey to determine what protocols for 
design, fabrication, installation, and inspection was created and 
should be disseminated to the 50 state DOTs and also to the DC and 
Puerto Rico DOTs.
    Respondents: All 50 state DOTs and also DC and Puerto Rico DOTs. 52 
    Frequency: Once.

[[Page 11267]]

    Estimated Average Burden per Response: Approximately 2 hours to 
collect the necessary information and 1 hour to fill out the survey.
    Estimated Total Annual Burden Hours: Approximately 156 hours.
    Public Comments Invited: You are asked to comment on any aspect of 
this information collection, including: (1) Whether the proposed 
collection is necessary for the FHWA's performance; (2) the accuracy of 
the estimated burdens; (3) ways for the FHWA to enhance the quality, 
usefulness, and clarity of the collected information; and (4) ways that 
the burden could be minimized, including the use of electronic 
technology, without reducing the quality of the collected information. 
The agency will summarize and/or include your comments in the request 
for OMB's clearance of this information collection.

    Authority: The Paperwork Reduction Act of 1995; 44 U.S.C. 
Chapter 35, as amended; and 49 CFR 1.48.

    Issued on: February 11, 2013.
Michael Howell,
Information Collection Officer.
[FR Doc. 2013-03510 Filed 2-14-13; 8:45 am]

Connect with The Crittenden Automotive Library

The Crittenden Automotive Library at Google+ The Crittenden Automotive Library on Facebook The Crittenden Automotive Library on Instagram The Crittenden Automotive Library at The Internet Archive The Crittenden Automotive Library on Pinterest The Crittenden Automotive Library on Twitter The Crittenden Automotive Library on Tumblr

The Crittenden Automotive Library

Home Page    About Us    Contribute