Archived Hardware Eligibility Letters – NCHRP 350
These letters are archived and are posted for "historical and research purposes only" per the sunset dates in the AASHTO/FHWA Joint Implementation Agreement and exceptions to these dates as posted on the AASHTO Committee on Design website.
Letter | Date Sort ascending | Testing | Manufacturer | Hardware Type | Device Description |
---|---|---|---|---|---|
CC-44 | NCHRP 350 | Trinity/Syro | Barrier Terminals and Crash Cushions | Sloped end terminal for Low-Profile Barrier @ TL-2 | |
B-47 | NCHRP 350 | Ron Faller, MWRSF | Longitudinal Barriers and Bridge Rails | Steel post & wood post Thrie-beam transitions to concrete parapets (two designs) | |
B-46 | NCHRP 350 | Fracasso, Italy | Longitudinal Barriers and Bridge Rails | 3N Double Space Safety Barrier (1180-mm high) | |
B-45 | NCHRP 350 | California DOT | Longitudinal Barriers and Bridge Rails | Single slope roadside/median barrier-9.1 degrees | |
SS-78 | NCHRP 350 | SMI Steel - Southern Post | Sign Supports, Mailboxes, and Delineator Posts | Steel Flanged Channel Sign Posts up to 3.7 kg/m | |
WZ-02 | NCHRP 350 | Impact Recovery Systems, Inc | Work Zone Devices | Vertical Panel w/driveable base, Portable Single and Double Vertical Panels, Fixed Single and Double Vertical Panels, Fixed Chevron sign Assemblies, Accepted TL-3 | |
SS-41A | Richard Strizki | Sign Supports, Mailboxes, and Delineator Posts | Design revisions to New Jersey Breakaway Sign System. | ||
WZ-03 | NCHRP 350 | Various | Work Zone Devices | FHWA Memo of 8-28-98. It finds the following tested devices acceptable for use on the NHS. See Attachment B, Table 2 for test data, and the drawings after the tables for illustrations of the crashworthy devices. | |
CC-31A | NCHRP 350 | King Mak, TTI | Barrier Terminals and Crash Cushions | Modified Metal End Section | |
B-44 | NCHRP 350 | FHWA memo to field | Longitudinal Barriers and Bridge Rails | Report 350 acceptability of various wood and recycled blockouts for w-beam guardrail |