QuickChange Moveable Barrier Concrete Reactive Tension System (QMB-CRTS) Transition
Report Number(s): NA
Description: The transition consists of typical CRTS barrier segments and VLBs in accordance with eligibility letter HSST-1 / B-277 anchored to the roadway in a prescribed method. A steel transition structure provides the shape transition between the CRTS and fixed barrier geometries. Steel brackets are used to facilitate the anchorage of CRTS segments to the roadway using mechanical or adhesive anchors.
Test Level: 3
Eligibility Letter: B309
System Type: Concrete to Concrete
MASH Test Number: 3-21
Proprietary/Non-proprietary: Proprietary
Pass/Fail: Pass
Evaluation: Full-Scale Crash Testing
Sponsor: Lindsay Transportation Solutions
Test Article Description
Transition Type: Steel Transition
Nested: No
Rubrail: No
Rubrail Nested: No
Height: 32.75"
Post Material: None
Top Rail Blockout Depth: None"
Curb Present: No
Report(s):