| Title |
Category |
Partner / State |
Date |
|
202309A – Reduced Length Anchoring Pins for F-shape PCB on Asphalt
|
Barriers |
OH |
April 3, 2024 |
|
202402A – MASH TL-3 Compliance of 50-inch tall Free-Standing F-Shape Portable Concrete Barrier
|
Barriers |
PA |
March 7, 2024 |
|
22-18 — WSDOT Low-Profile Median Barrier Evaluation
|
Barriers |
WA |
October 2, 2023 |
|
22-16 — Illinois Transition Angle for 2-Tube Bridge Rail Thrie Beam Transition
|
Bridge Rails |
IL |
October 2, 2023 |
|
22-15 — Utah DOT’s 15-ft Free-Standing PCB Deflection for Reduced Impact Severities
|
Barriers |
UT |
October 2, 2023 |
|
22-14 — Utah Single Slope Barrier Anchored to 12 Inches Thick Monument Slab (End Section) and 6 Inches Thick Sidewalk (Mid-Span) for MASH Test Level 2
|
Barriers |
UT |
October 2, 2023 |
|
21-13 — Illinois Transition Block Out Comparison with Alaska MASH TL-3 Transition Design
|
Barriers |
IL |
October 2, 2023 |
|
21-11 — Clear Space Behind Oregon 32-inch F-shape Barrier
|
Barriers |
OR |
October 2, 2023 |
|
21-09 —Oregon 32 inch F shape Pin and Loop vs Portable Concrete Barrier (PCB) Tested
|
Barriers |
OR |
October 2, 2023 |
|
21-08— Lengthening Splice Bolt Slots in Thrie Beam Transitions
|
Barriers |
AK |
October 2, 2023 |
|
21-07 — Tube Bridge Rail Retrofit Project Substituting Steel Properties
|
Bridge Rails |
IL |
October 2, 2023 |
|
21-06 —TxDOT Transition posts Low Fill Culvert Design
|
Barriers |
TX |
October 2, 2023 |
|
21-05 —Connecticut W-Beam End Connections
|
Bridge Rails |
CT |
October 2, 2023 |
|
20-08 —Utah Sign Support Bracket Sacrificial Pin Design
|
Barriers |
UT |
October 2, 2023 |
|
21-12 – MASH TL-3 Compliance Assessment of Single Slope Concrete Barriers with Slump and Increased Slope
|
Barriers |
MI |
October 2, 2023 |
|
17-5 – Michigan Temporary Concrete Barrier Limited Deflection
|
Barriers |
MI |
March 4, 2023 |
|
20-06 – Utah 42-inch BA-3K without P1 Bars
|
Barriers Cast-in-Place |
UT |
March 4, 2023 |
|
19-02 – Butterfly Reflectors
|
Guardrails |
AK |
March 4, 2023 |
|
18-30 – 42-inch-10.8-degree Parapet MASH TL-4 Compliance Assessment
|
Barriers Cast-in-Place |
UT |
March 4, 2023 |
|
18-27 – Oregon F-Shape Free-Standing Barrier MASH TL-3 Assessment
|
Barriers |
OR |
March 4, 2023 |
|
18-26 – Omitted Post
|
Guardrails |
AK |
March 4, 2023 |
|
18-23 – In-Line Anchor
|
Guardrails |
PA |
March 4, 2023 |
|
18-22 – Painted Guide Rail
|
Guardrails |
TX |
March 4, 2023 |
|
18-09 – W-Beam to Concrete Transition
|
Barriers |
PA |
March 4, 2023 |
|
18-08 – Concrete Barrier Height Transition
|
Barriers |
TX |
March 4, 2023 |
|
18-05 – Thrie-beam at System at Bridge Column
|
Guardrails |
WA |
March 4, 2023 |
|
18-03 – Steeper Face F-Shape
|
Barriers |
CO |
March 4, 2023 |
|
18-02 – 2-Tube Bridge Rail for MASH TL-4
|
Bridge Rails |
CO |
March 4, 2023 |
|
18-01 – Type 9 Single Slope Bridge Rail for MASH TL-4
|
Bridge Rails |
CO |
March 4, 2023 |
|
17-06 – Concrete Shape Transitions/Transitioning From Different Shapes
|
Barriers |
TX |
March 4, 2023 |
|
17-03b – TxDOT Thrie-Beam Transition to Concrete Barrier
|
Barriers Cast-in-Place |
TX |
March 4, 2023 |
|
17-03 – 18 ft-9 inch Thrie Beam Transition
|
Barriers |
TX |
March 4, 2023 |
|
17-02 – 32-inch F-Shape Cast-In-Place Barrier
|
Barriers Cast-in-Place |
TX |
March 4, 2023 |
|
20-08 – Utah Sign Support Bracket Sacrificial Pin Design for 115 mph Wind Speed
|
Breakaway Supports Sign Supports |
UT |
March 4, 2023 |
