Status

Keyword

Results

MASH Testing of a Guardrail System on 1H:1V Slope (Task Order ET)
Determination of the Length-of-Need for Guardrail without Anchorage (Task Order DZ)
Evaluation of Long-Span W-Beam Guardrail in Front of Fall-Protection Rail on Concrete Culverts
MASH Crash Testing and Evaluation of the MGS with Reduced Post Spacing (610211)
MASH TL-3 Evaluation of Guardrail on 6H:1V Slope
Design and Testing of a MASH TL-3 Thrie-Beam System for Roadside and Median Applications (614341/Task Order DX)
Design and Testing of Thrie Beam Guardrail System at Fixed Object (614031)
Review and Investigation of W-Beam Guardrail Terminals with Curbs (613141)
W-Beam Guardrail Terminal Post in Sleeve (611011)
Thrie/W-Beam/Tubular Barrier Gap Rail for MASH TL-3 (610461)
Testing and Evaluation of the MGS System with Critical Flare at MASH Test Level 3 Conditions (609971-01)
MASH TEST 3-10 OF GUARDRAIL SYSTEM ON 1H:1V SLOPE (609301)
W-Beam Guardrail with Steel and Wood Posts in Concrete Mow Strip (608551)
MASH Full-Scale Crash Testing of a 31-inch Buried-in-Backslope Terminal Compatible with an MGS Guardrail System (608431)
MASH Full-Scale Crash Testing of a W-Beam Rail System with Raised Blockouts (608421)
Guidance for Raising Beam Guardrail Composite Blockout for Rail Height Adjustment (605311)
W-Beam Wood Post Strength Analysis of Preservation Treatment Methods (604671)
Barrier Deflection Characteristics of 31-inch W-Beam Guardrail Systems with 8-inch Blockouts (603481)
New Guardrail Design for Placement on 1H:1V Slopes — Phase III (603221)
Design and Finite Element Analysis of a MASH 31-inch W-Beam Guardrail System for Placement on 3:1 Sloped Terrain Configuration (602951)
Feasibility Study for Addressing Extreme Site Constraints at Bridge Ends (602941)
MASH TL2 31-inch W-Beam Guardrail (602921)
Guidance for Raising Beam Guardrail Blockout (602371)
Design and NCHRP Report 350 Finite Element Analysis of Stacked W-Beam Transition for 31-inch Guardrail (601721)
Synthesis of System/Vehicle Interaction Similarities/Dissimilarties with 12-inch versus 8-inch Blockouts with 31-inch Mounting Height, Mid-Span Splices (601621)
W-Beam Bridge Rail for Temporary Timber Deck Bridge Installations (405160-40)
Buried Terminal Design for 31-inch Guardrail (405160-39)
Determining a Field Inspection for Guardrail Beam Integrity (405160-29)
Guardrail Deflection Analysis – Phase I (405160-24)
Box Culvert Guardrail – Phase II (405160-23)
MASH TL-3 Testing and Evaluation of the W-Beam Guardrail on Slope – Phase II (405160-20)
Guardrail Posts on Mowstrips (405160-14)
Steel Posts over Underground Structures (405160-12)
T-Intersection – Curved Guardrail System (405160-10)
Long-Span Guardrail – Phase III (405160-8)
Long-Span Guardrail – Phase II (405160-8)
Guardrail Posts in Rock (405160-7)
Box Culvert Guardrail – Phase I (405160-5)
Crash Testing and Evaluation of the Modified G4(1S) W-Beam Guardrail on 2:1 Slope – Phase I (405160-4)
Long-Span Guardrail – Phase I (405160-1)