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):

b309