Status

Keyword

Results

Buried-in-Backslope Terminal Variations in Terrain Configuration (TTI-617871, T4541-EX)
MASH TL-3 Evaluation of W-beam Median Barrier with Rub Rail (Supplemental) (TTI-611971-03, T4541-DH)
MASH Test 2-11 on W-Beam Guardrail with Modified Special Steel Posts for Concrete Structure Mount (Supplemental) (TTI-611971-01, T4541-DH)
W-beam Guardrail in Front of Retaining Wall or Rip Rap (TTI-619611, T1969-AC)
MASH TL-3 EVALUATION OF MODIFED MERRITT PARKWAY GUIDERAIL WITH 4-INCH CURB (SUPPLEMENTAL) (TTI-612061, T4541-DF)
DETERMINATION OF LENGTH-OF-NEED FOR GUARDRAIL WITHOUT ANCHORAGE (TTI-614721, T4541-DZ)
Testing and Evaluation of Flared MGS System at MASH Test Level 3 Conditions (TTI-609971, T4541-CV)
MASH TL-3 Enhancement of Short Radius Guardrail System (SRGS) in Front of 2:1 Slope – Phase I (TTI-620841, Task Order AN)
MASH TL-3 Design, Testing, and Evaluation of a Flared Guardrail System – Phase 2 (TTI-620851, Task Order AO)
Design and Evaluation of Asphalt Vegetation Control Treatment for Steel-Post W-Beam Guardrail System (TTI-619441, T4541-FF)
MASH TL-3 Evaluation of Long-Span W-Beam Guardrail in Front of Fall-Protection Fence (TTI-617231, T4541-EP)
MASH Testing of a Guardrail System on 1H:1V Slope (TTI-617771, T4541-ET)
Determination of the Length-of-Need for Guardrail without Anchorage (TTI-614721, T4541-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 (TTI -610211, T4541-CW)
MASH TL-3 Evaluation of Guardrail on 6H:1V Slope (613011/Task Order DL)
Design and Testing of a MASH TL-3 Thrie-Beam System for Roadside and Median Applications (614341/Task Order DX)
MASH TL-3 TESTING OF A THRIE-BEAM GUARDRAIL SYSTEM AT A FIXED OBJECT (614031/Task Order DW)
Review and Investigation of W-Beam Guardrail Terminals with Curbs (613141/Task Order DP)
Evaluation of W-Beam Guardrail Terminal Post in Sleeve (Supplemental) (611011/Task Order DD)
Testing and Evaluation of the MGS System at MASH Test Level 3 Conditions (609971/Task Order CV)
MASH TEST 3-10 OF GUARDRAIL SYSTEM ON 1H:1V SLOPE (609301)
MASH TL-3 Evaluation of 31-inch W-Beam Guardrail with Wood and Steel Posts in Concrete Mow Strip (Task Order CS/608551)
MASH Tests 3-34 and 3-35 on the 31-inch Buried-in-Backslope Terminal Compatible with MGS Guardrail(608431/Task Order CQ)
MASH TEST 3-11 OF 28-INCH W-BEAM GUARDRAIL SYSTEM WITH 8-INCH COMPOSITE BLOCKOUTS RAISED 4 INCHES ON STEEL POSTS (608421/T4541 CP)
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)