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                        Roadway Departure Safety
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            In This Section
  

  Roadway Departure Safety
                Strategic Approach
                Keep Vehicles on the Road
                Provide for a Safe Recovery
                Reduce Crash Severity
                Focus on Reducing Rural Roadway Departures (FoRRRwD)
                
                Hardware Eligibility Letters
Hardware, such as barriers, sign supports, and work zone devices are commonly used to reduce the potential severity of crashes on the roadside. Crash testing is used to evaluate the crashworthiness of these devices. Section 508 of the Rehabilitation Act of 1973  (Section 508) is a Federal law that requires Federal agencies to make electronic and information technology (EIT) accessible to people with disabilities in accordance with standards issued by the U.S. Access Board. The Access Board’s Section 508 Standards address the accessibility requirements for Information and Communication Technology (ICT), which encompasses EIT covered by Section 508, that federal agencies procure, develop, maintain, or use.  Eligibility letters that FHWA posts on this website constitute ICT that must conform to the Section 508 Standards, and particularly the Section 508 Standards for electronic content at Section E205.  These standards require electronic content to conform to Level A and Level AA Success Criteria and Conformance Requirements in WCAG 2.0 (Section E205.4). Therefore, FHWA posts eligibility letters on this website with attachments (manufacturers’ hardware drawings, test summaries, etc.) that meet Section 508 requirements.
ARCHIVED: FHWA Eligibility letters issued using NCHRP 350 testing criteria.SearchHardware Type
                    
- Any -Barrier Terminals and Crash CushionsLongitudinal Barriers and Bridge RailsLuminaire SupportsSign Supports, Mailboxes, and Delineator PostsWork Zone DevicesStart DateEnd Date
    Letter
																								DateSort descending
																								Testing
																								Manufacturer
																								Hardware Type
																								Device DescriptionB-214
																																				June 10, 2011
																																				MASH
																																				Midwest Roadside Safety Facility
																																				Longitudinal Barriers and Bridge Rails
																																				Thrie Beam Transition to Concrete BarrierB-212
																																				June 10, 2011
																																				MASH
																																				Midwest Roadside Safety Facility
																																				Longitudinal Barriers and Bridge Rails
																																				Midwest Guardrail SystemB-211
																																				June 10, 2011
																																				MASH
																																				Midwest Roadside Safety Facility
																																				Longitudinal Barriers and Bridge Rails
																																				Midwest Guardrail System placed adjacent to 2:1 Fill SlopeB-225
																																				November 17, 2011
																																				MASH
																																				Washington State DOT
																																				Longitudinal Barriers and Bridge Rails
																																				Single Slope Concrete Barrier Placed in Front of Steep SlopeB-226
																																				November 18, 2011
																																				MASH
																																				Conti / PennState Univ.
																																				Longitudinal Barriers and Bridge Rails
																																				Conti Half Shape Concrete Bridge RailB-228
																																				December 19, 2011
																																				MASH
																																				MWRSF
																																				Longitudinal Barriers and Bridge Rails
																																				31 in Midwest Guardrail System (MGS) Bridge RailB-230
																																				January 12, 2012
																																				MASH
																																				MWRSF
																																				Longitudinal Barriers and Bridge Rails
																																				TL-3 MGS with White Pine PostsB-231 (REVISED)
																																				January 27, 2012
																																				MASH
																																				MWRSF
																																				Longitudinal Barriers and Bridge Rails
																																				W-beam to thrie-beam stiffness transitionB-229
																																				February 6, 2012
																																				MASH
																																				Ingal Civil Products
																																				Longitudinal Barriers and Bridge Rails
																																				TL-3 EZY-Guard W-beam & Heavy Duty W-BeamB-239
																																				November 1, 2012
																																				MASH
																																				Memo To NY Division
																																				Longitudinal Barriers and Bridge Rails
																																				New York State (TCB) Temporary Concrete Barrier w/ Box Beam Stiffener
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