Title |
Sponsoring Agency |
Full-Scale Test Number |
Report Number |
Report Date (Y/M/D) |
Evaluation of the Minnesota Noise Wall and Rubrail System
|
Minnesota Department of Transportation |
MNNW-1 MNNW-2 MNNW-3 |
TRP-03-396-19 |
2019-01-31 |
Performance Evaluation of New Jersey’s Portable Concrete Barrier with a Traffic-Side Pinned Configuration and Grouted Toes – Test No. NJPCB-7
|
New Jersey Department of Transportation |
NJPCB-7 |
TRP-03-374-18 |
2018-12-18 |
Performance Evaluation of New Jersey’s Portable Concrete Barrier with a Back-Side Pinned Configuration and Grouted Toes – Test No. NJPCB-6
|
New Jersey Department of Transportation |
NJPCB-6 |
TRP-03-373-18 |
2018-12-14 |
Performance Evaluation of New Jersey’s Portable Concrete Barrier with a Box-Beam Stiffened Configuration and Grouted Toes – Test No. NJPCB-5
|
New Jersey Department of Transportation |
NJPCB-5 |
TRP-03-372-18 |
2018-12-13 |
Performance Evaluation of New Jersey’s Portable Concrete Barrier with a Free-Standing Configuration and Grouted Toes – Test No. NJPCB-4
|
New Jersey Department of Transportation |
NJPCB-4 |
TRP-03-371-18 |
2018-12-12 |
Performance Evaluation of New Jersey’s Portable Concrete Barrier with a Bolted Configuration and Grouted Toes – Test No. NJPCB-2
|
New Jersey Department of Transportation |
NJPCB-2 |
TRP-03-340-18 |
2018-12-11 |
Performance Evaluation of New Jersey’s Portable Concrete Barrier with a Free-Standing Configuration – Test No. NJPCB-3
|
New Jersey Department of Transportation |
NJPCB-3 |
TRP-03-355-18 |
2018-12-11 |
Performance Evaluation of New Jersey’s Portable Concrete Barrier with a Pinned Configuration and Grouted Toes – Test No. NJPCB-1
|
New Jersey Department of Transportation |
NJPCB-1 |
TRP-03-338-18 |
2018-12-06 |
MASH TL-3 Evaluation of the Unreinforced, Single-Slope Concrete Median Barrier
|
Ohio Department of Transportation |
OSSB-1 |
TRP-03-388-18 |
2018-11-19 |
MASH 2016 Evaluation of a Non-Proprietary Type III Barricade
|
SWZDI |
WZNP-1 |
TRP-03-394-18 Revision-1 |
2018-09-19 |
Data-Driven Development of a Roadside Safety Marketing Campaign for Tree Removal - Phase I
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-375-18 |
2018-07-17 |
Phase II Evaluation of Floor Pan Tearing for Cable Barrier Systems
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-359-18 |
2018-03-30 |
MASH Test No. 3-10 of a Non-Proprietary, High-Tension, Cable Median Barrier for Use in 6H:1V V-Ditch (Test No. MWP-9)
|
Midwest States Regional Pooled Fund Program |
MWP-9 |
TRP-03-360-18 |
2018-03-30 |
Increased Span Length for the MGS Long-Span Guardrail System Part III: Failure Analysis
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-362-17 |
2017-09-29 |
Development of a Transition Between Free-Standing and Reduced-Deflection Portable Concrete Barriers – Phase I
|
Wisconsin Department of Transportation |
|
TRP-03-366-17 |
2017-08-08 |
Safety Investigation and Design Guidance for Curbs Near Energy-Absorbing End Terminals
|
Wisconsin Department of Transportation |
|
TRP-03-358-17 |
2017-07-10 |
Phase II Vehicle Dynamics Testing of Roadside Rock Liners
|
Wisconsin Department of Transportation |
RDL-1 |
TRP-03-364-17 |
2017-07-10 |
Placement of Breakaway Light Poles Located Directly Behind Midwest Guardrail System (MGS)
|
Illinois Tollway |
ILT-1 ILT-2 |
TRP-03-361-17 |
2017-06-29 |
Evaluation of Floorpan Tearing and Cable Splices for Cable Barrier Systems
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-324-17 |
2017-05-16 |
MASH Test No. 3-10 of a Non-Proprietary, High-Tension, Cable Median Barrier for Use in 6H:1V V-Ditch (Test No. MWP-8)
|
Midwest States Regional Pooled Fund Program |
MWP-8 |
TRP-03-331-17 |
2017-05-10 |
Length of Need and Minimum System Length for F-Shape Portable Concrete Barrier
|
Nebraska Department of Roads,SWZDI,Federal Highway Administration |
NELON-1
NELON-2 |
TRP-03-337-17 |
2017-05-03 |
Testing and Evaluation of MASH TL-3 Transition Between Guardrail and Portable Concrete Barriers
|
Nebraska Department of Roads,SWZDI,Federal Highway Administration |
MGSPCB-1 MGSPCB-2 MGSPCB-3 |
TRP-03-335-17 |
2017-05-02 |
Increased Span Length for the MGS Long-Span Guardrail System Part II: Full-Scale Crash Testing
|
Midwest States Regional Pooled Fund Program |
MGSLS-1 MGSLS-2 |
TRP-03-339-17 |
2017-04-07 |
LS-DYNA® Modeling Enhancement Support
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-357-17 |
2017-04-06 |
Development of the Manitoba Constrained-Width, Tall Wall Barrier
|
Manitoba Infrastructure |
MAN-1 |
TRP-03-356-16 |
2016-09-26 |
Development of a Transition Between an Energy-Absorbing Concrete Barrier and a Rigid Buttress
|
Nebraska Department of Roads,Federal Highway Administration |
|
TRP-03-336-16 |
2016-09-26 |
Improved Methodologies in Modeling and Predicting Failure in AASHTO M-180 Guardrail Steel Using Finite Element Analysis – Phase I
|
Nebraska Department of Roads,Federal Highway Administration |
|
TRP-03-333-16 |
2016-08-23 |
Midwest Guardrail System (MGS) Placed Adjacent to a 1V:2H Fill Slope with 6-ft Posts
|
Midwest States Regional Pooled Fund Program |
MGSS-1 |
TRP-03-320-16 |
2016-08-22 |
MASH Test Nos. 3-11 and 3-10 on a Non-Proprietary Cable Median Barrier
|
Midwest States Regional Pooled Fund Program |
MWP-4 MWP-6 MWP-7 |
TRP-03-327-16 |
2016-05-17 |
Phase III Demonstration of Ponderosa Pine Round Posts as Alternative to Rectangular SYP Posts in G4(2W) Guardrail Systems
|
Arizona State Forestry Division,USDA Forest Products Lab,Arizona Log & Timber |
AZRP-1 |
TRP-03-329-15 |
2016-05-17 |
Continued Development of a Non-Proprietary, High-Tension, Cable End Terminal System
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-332-16 |
2016-04-29 |
Phase I Evaluation of Selected Concrete Material in LS-DYNA
|
Nebraska Department of Roads,Federal Highway Administration |
|
TRP-03-330-16 |
2016-04-29 |
Cable-to-Post Attachments for Use in Non-Proprietary High-Tension Cable Median Barrier – Phase II
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-323-16 |
2016-03-24 |
Midwest Guardrail System (MGS) with an Omitted Post
|
Midwest States Regional Pooled Fund Program |
MGSMP-1 |
TRP-03-326-16 |
2016-02-22 |
Development of a Crashworthy Pedestrian Rail
|
Wisconsin Department of Transportation |
APR-1
APR-2 |
TRP-03-321-15 |
2016-01-18 |
Dynamic Post Testing Review
|
Nebraska Department of Roads,Mid-America Transportation Center |
|
TRP-03-328-15 |
2015-12-15 |
MASH Test Nos. 3-17 and 3-11 on a Non-Proprietary Cable Median Barrier
|
Midwest States Regional Pooled Fund Program |
MWP-1
MWP-2
MWP-3 |
TRP-03-303-15 |
2015-11-03 |
MASH TL-4 Crash Testing and Evaluation of the RESTORE Barrier
|
Nebraska Department of Roads,Federal Highway Administration |
SFH-1
SFH-2
SFH-3 |
TRP-03-318-15 |
2015-11-03 |
Attachment of Combination Rails to Concrete Parapets Utilizing Epoxy Adhesive Anchors
|
Iowa Department of Transportation |
|
TRP-03-325-15 |
2015-11-03 |
Development and Evaluation of Weak-Post W-Beam Guardrail in Mow Strips
|
Midwest States Regional Pooled Fund Program |
MGSMS-1 |
TRP-03-322-15 |
2015-10-01 |
Conceptual Development of an Impact-Attenuation System for Intersecting Roadways
|
Nebraska Department of Roads |
|
TRP-03-312-15 |
2015-09-30 |
MGS Dynamic Deflections and Working Widths at Lower Speeds
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-314-15 |
2015-09-29 |
Performance Characteristics of Posts Embedded in Soil
|
|
|
TRP-03-301-15 |
2015-08-12 |
Design and Evaluation of an Energy-Absorbing, Reusable Roadside/Median Barrier
|
Nebraska Department of Roads,Federal Highway Administration |
|
TRP-03-317-15 |
2015-07-29 |
Cable-to-Post Attachments for Use in Non-Proprietary High-Tension Cable Median Barrier - Phase II
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-313-15 |
2015-06-02 |
Design of an Improved Post for Use in a Non-Proprietary High-Tension Cable Median Barrier
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-286-15 |
2015-05-07 |
Development of Socketed Foundations for S3x5.7 Posts
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-293-15 |
2015-04-28 |
Phase II Ponderosa Pine Round-Post Equivalency Study
|
USDA Forest Products Lab |
|
TRP-03-315-14 |
2015-02-04 |
Increased Span Length for the MGS Long-Span Guardrail System
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-310-14 |
2014-12-17 |
Roadside Grading Guidance - Phase II
|
Wisconsin Department of Transportation |
|
TRP-03-269-14 |
2014-10-14 |
Phase I Assessment of Guardrail Length-of-Need
|
Wisconsin Department of Transportation |
|
TRP-03-284-14 |
2014-08-12 |
Development of a Socketed Foundation for the Midwest Weak Post (MWP) V1
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-298-14 |
2014-07-23 |
Dynamic Evaluation of MGS Stiffness Transition with Curb
|
Midwest States Regional Pooled Fund Program |
MWTC-1
MWTC-2
MWTC-3 |
TRP-03-291-14 |
2014-06-30 |
Development of MASH TL-3 Transition Between Guardrail and Portable Concrete Barriers
|
Nebraska Department of Roads,Smart Work Zone Deployment Initiative,Federal Highway Administration |
|
TRP-03-300-14 |
2014-06-26 |
Predicting the Dynamic Fracture of Steel via a Non Local Strain- Energy Density Failure Criterion
|
Nebraska Department of Roads |
|
TRP-03-311-14 |
2014-06-23 |
Cable Guardrail with Strong J-Bolts
|
New York State Department of Transportation |
NYJ-1 NYJ-2 NYJ-3 |
TRP-03-299-14 |
2014-05-29 |
Universal Breakaway Steel Post for Other Applications
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-288-14 |
2014-04-01 |
Development of a Retrofit, Low-Deflection, Temporary Concrete Barrier System
|
Wisconsin Department of Transportation |
RDTCB-1 RDTCB-2 |
TRP-03-295-14 |
2014-03-31 |
Extending TL-2 Short-Radius Guardrail to Larger Radii
|
Wisconsin Department of Transportation |
|
TRP-03-296-14 |
2014-03-31 |
Dynamic Testing of a Non-Proprietary, High-Tension, Cable End Terminal System
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-294-14 |
2014-03-21 |
Zone of Intrusion for Permanent 9.1-Degree Single-Slope Concrete Barriers
|
Wisconsin Department of Transportation |
|
TRP-03-292-13 |
2014-03-14 |
Midwest Guardrail System (MGS) Implementation
|
Midwest States Regional Pooled Fund Program |
|
|
2014-02-19 |
Safety Performance Evaluation of Weak-Post, W-Beam Guardrail Attached to Culvert
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-277-14 |
2014-02-12 |
Evaluation of Energy Absorbers for Use in a Roadside/Median Barrier
|
Nebraska Department of Roads,Federal Highway Administration |
|
TRP-03-280-14 |
2014-02-06 |
Phase I Ponderosa Pine Round Post Equivalency Study
|
USDA Forest Products Lab,Arizona Log & Timber |
|
TRP-03-287-13 |
2013-11-22 |
Downstream Anchoring Requirements For The Midwest Guardrail System
|
Wisconsin Department of Transportation |
WIDA-1 WIDA-2 |
TRP-03-279-13 |
2013-10-28 |
Midwest Guardrail System (MGS) With Southern Yellow Pine Posts
|
Midwest States Regional Pooled Fund Program |
MGSSYP-1 MGSSYP-2 |
TRP-03-272-13 |
2013-09-04 |
Design Of Cable-To-Post Attachments For Use In A Non-Proprietary, High-Tension, Cable Median Barrier
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-285-13 |
2013-08-29 |
Post Weld And Epoxy Anchorage Variations For W-Beam Guardrail Attached To Low-Fill Culverts
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-278-13 |
2013-08-12 |
Minimum Effective Guardrail Length For The MGS
|
Wisconsin Department of Transportation |
MGSMIN-1 |
TRP-03-276-13 |
2013-08-12 |
Development Of A New Energy-Absorbing Roadside/Median Barrier System With Restorable Elastomer Cartridges
|
Nebraska Department of Roads,Federal Highway Administration |
|
TRP-03-281-13 |
2013-07-16 |
Cable Median Barrier Failure Analysis and Remediation Phase II
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-319-13 |
2013-06-20 |
Energy Analysis of Vehicle-to-Cable Barrier Impacts
|
New York State Department of Transportation |
|
TRP-03-283-13 |
2013-06-11 |
Cost-Effective Treatment of Existing Guardrail Systems
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-254-13 |
2013-05-05 |
Evaluation of the New York Low-Tension Three-Cable Barrier on Curved Alignment
|
New York State Department of Transportation |
NYCC-1 NYCC-2 NYCC-3 |
TRP-03-263-12 |
2013-02-19 |
Dynamic Evaluation of the Powell Contracting LTD. Temporary Concrete Barrier
|
Powell Contracting Ltd. |
PCMB-1 |
TRP-03-273-12 |
2013-01-25 |
Safety Performance Evaluation of the Non-blocked Midwest Guardrail System (MGS)
|
Midwest States Regional Pooled Fund Program |
MGSNB-1 MGSNB-2 |
TRP-03-262-12 |
2013-01-24 |
Dynamic Testing of MGS W6x8.5 Posts at Decreased Embedment
|
Nebraska Department of Roads |
|
TRP-03-271-12 |
2012-12-17 |
Cable Median Barrier Failure Analysis and Prevention
|
Mid-America Transportation Center |
|
TRP-03-275-12 |
2012-12-17 |
Determination of the Maximum MGS Mounting Height - Phase II Detailed Analysis with LS-DYNA
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-274-12 |
2012-12-05 |
Evaluation of a Non-Proprietary, High-Tension, Four-Cable Median Barrier on Level Terrain
|
Midwest States Regional Pooled Fund Program |
4CMBLT-1 |
TRP-03-258-12 |
2012-11-29 |
Development of a Design Procedure for Concrete Traffic Barrier Attachments to Bridge Decks Utilizing Epoxy Concrete Anchors
|
Wisconsin Department of Transportation |
|
TRP-03-264-12 |
2012-11-26 |
Cost-Effective Safety Treatments for Low-Volume Roads
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-222-12 |
2012-08-24 |
Safety Investigation and Guidance for Retrofitting Existing Approach Guardrail Transitions
|
Wisconsin Department of Transportation |
|
TRP-03-266-12 |
2012-08-21 |
Development and Recommendations for a Non-Proprietary, High-Tension, Cable End Terminal System
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-268-12 |
2012-07-17 |
Test Matrices for Evaluating Cable Median Barriers Placed in V-Ditches
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-265-12 |
2012-07-13 |
Improved Models of Cable-to-Post Attachments for High-Tension Cable Barriers
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-267-12 |
2012-05-25 |
Phase II Development of a Non-Proprietary, Four-Cable, High Tension Median Barrier
|
Midwest States Regional Pooled Fund Program |
4CMB-4 4CMB-5 |
TRP-03-253-12 |
2012-03-21 |
Synthesis of Crash Cushion Guidance
|
Wisconsin Department of Transportation |
|
TRP-03-252-12 |
2012-03-20 |
Determination of the Maximum MGS Mounting Height - Phase I Crash Testing
|
Midwest States Regional Pooled Fund Program |
MGSMRH-1 MGSMRH-2 |
TRP-03-255-12 |
2012-03-09 |
Phase I Development of an Aesthetic, Precast Concrete Bridge Rail
|
Nebraska Department of Roads |
|
TRP-03-239-12 |
2012-02-13 |
Development of a Socketed Foundation for Cable Barrier Posts-Phase I
|
Midwest States Regional Pooled Fund Program,Mid-America Transportation Center |
|
TRP-03-232-11 (MATC-UNL-222) |
2012-02-01 |
Investigation and Dynamic Testing of Wood and Steel Posts for MGS on a Wire-Faced, MSE Wall
|
Federal Highway Administration, Central Federal Lands Highway Division |
|
TRP-03-231-11 |
2012-02-01 |
Development of an Economical Guardrail System for use on Wire-Faced, MSE Walls
|
Federal Highway Administration, Central Federal Lands Highway Division |
MGSGW-1 MGSGW-2 |
TRP-03-235-11 |
2012-02-01 |
Phase II Continued Investigation and Dynamic Testing of Wood Posts for use on a Wire-Faced MSE Wall
|
Federal Highway Administration, Central Federal Lands Highway Division |
|
TRP-03-256-12 |
2012-02-01 |
Phase I Development of a Non-Proprietary, Four-Cable, High Tension Median Barrier
|
Midwest States Regional Pooled Fund Program |
4CMB-1 4CMB-2 4CMB-3 |
TRP-03-213-11 |
2011-12-28 |
Roadside Grading Guidance-Phase I
|
Wisconsin Department of Transportation |
|
TRP-03-251-11 |
2011-12-19 |
Evaluation of the In-Service Safety Performance of Safety-Shape and Vertical Concrete Barriers
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-259-11 |
2011-12-16 |
Development of Alternative Wood-Post MGS Approach Guardrail Transition
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-243-11 |
2011-11-28 |
Crash Testing of Various Erosion Control Features - Phase I: Preliminary Guidelines
|
Wisconsin Department of Transportation |
|
TRP-03-249-11 |
2011-11-28 |
Performance Evaluation of Brass Breakaway Couplings
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-248-10 |
2011-05-31 |
Design and Evaluation of a High-Tension Cable Median Barrier Attachment
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-228-11 |
2011-05-11 |
Evaluation of the Midwest Guardrail System (MGS) with White Pine Wood Posts
|
Wisconsin Department of Transportation |
MGSWP-1 |
TRP-03-241-11 |
2011-03-28 |
Development of the MGS Approach Guardrail Transition Using Standardized Steel Posts
|
Midwest States Regional Pooled Fund Program |
MWTSP-1 MWTSP-2 MWTSP-3 |
TRP-03-210-10 |
2010-12-21 |
Investigating the Use of a New Universal Breakaway Steel Post-Phase 3
|
Midwest States Regional Pooled Fund Program |
USPBN-3 USPBN-4 |
TRP-03-244-10 |
2010-12-16 |
Dynamic Impact Testing of Wood Posts for the Midwest Guardrail System (MGS) Placed Adjacent to a 2H:1V Fill Slope
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-234-10 |
2010-12-16 |
Performance Limits for 6-in. (152-mm) High Curbs Placed in Advance of the MGS using Mash Vehicles Part III: Full-Scale Crash Testing (TL-2)
|
Midwest States Regional Pooled Fund Program |
MGSC-6 |
TRP-03-237-10 |
2010-11-24 |
Zone of Intrusion Study
|
Florida Department of Transportation |
|
TRP-03-242-10 |
2010-10-15 |
Review of State DOT Guardrail Construction Practices and Policies
|
Federal Highway Administration |
|
TRP-03-240-10 |
2010-09-30 |
Update to Cable Barrier Literature Review
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-227-10 |
2010-08-12 |
Development of a Low-Cost, Energy-Absorbing Bridge Rail
|
Midwest States Regional Pooled Fund Program |
MGSBR-1 MGSBR-2 |
TRP-03-226-10 |
2010-08-11 |
Investigating the Use of a New Universal Breakaway Steel Post-Phase 2
|
Minnesota Department of Transportation |
USPBN-2 |
TRP-03-230-10 |
2010-08-09 |
Development of Advanced Finite Element Material Models for Cable Barrier Wire Rope
|
Mid-America Transportation Center |
|
TRP-03-233-10 (MATC-UNL-220) |
2010-08-02 |
Development of a Temporary Concrete Barrier to Permanent Concrete Median Barrier Approach Transition
|
Midwest States Regional Pooled Fund Program |
TCBT-1 TCBT-2 |
TRP-03-208-10 |
2010-07-15 |
Foundation Design for High Tension Cable Guardrails
|
Mid-America Transportation Center |
|
TRP-03-236-10 (MATC-UNL-101) |
2010-06-01 |
Safety Investigation and Guidance for Work-Zone Devices in Freight Transportation Systems Subjected to Passenger Car and Truck Impacts with New Crash Standards
|
Mid-America Transportation Center,Smart Work Zone Deployment Initiative |
WZ09-1 WZ09-2 WZ09-3 WZ09-4 |
TRP-03-225-10 (MATC-UNL-100) |
2010-03-01 |
Development and Evaluation of the Midwest Guardrail System (MGS) Placed Adjacent to a 2:1 Fill Slope
|
Midwest States Regional Pooled Fund Program |
MGS221-1 MGS221-2 |
TRP-03-185-10 |
2010-02-24 |
Dynamic Evaluation of a Pinned Anchoring System for New York State's Temporary Concrete Barriers - Phase II
|
New York State Department of Transportation |
NYTCB-5 |
TRP-03-224-10 |
2010-01-27 |
Performance Evaluation of Type II and Type IIA Box Beam End Terminals
|
New York State Department of Transportation |
NYBBT-1 NYBBT-2 NYBBT-3 NYBBT-4 NYBBT-5 NYBBT-6 NYBBT-7 NYBBT-8 NYBBT-9 |
TRP-03-203-10 |
2010-01-20 |
Dynamic Evaluation of New York State's Aluminum Pedestrian Signal Pole System
|
New York State Department of Transportation |
|
TRP-03-223-09 |
2009-12-22 |
Termination and Anchorage of Temporary Concrete Barriers
|
Midwest States Regional Pooled Fund Program |
TTCB-1 |
TRP-03-209-09 |
2009-10-29 |
Development and Testing of a New Vertical-Faced Temporary Concrete Barrier for use on Composite Panel Bridge Decks
|
Kansas Department of Transportation |
KSFRP-1 |
TRP-03-220-09 |
2009-10-13 |
Performance Limits for 6-in. (152-MM) High Curbs Placed in Advance of the MGS using Mash Vehicles Part II: Full-Scale Crash Testing
|
Midwest States Regional Pooled Fund Program |
MGSC-5 |
TRP-03-221-09 |
2009-09-30 |
Dynamic Evaluation of a Pinned Anchoring System for New York State's Temporary Concrete Barriers
|
New York State Department of Transportation |
NYTCB-4 |
TRP-03-216-09 |
2009-09-08 |
Development of a TL-2 Steel Bridge Railing and Transition for use on Transverse, Nail-Laminated, Timber Bridges
|
West Virginia Department of Transportation |
|
TRP-03-212-09 |
2009-08-13 |
Investigating the Use of a New Universal Breakaway Steel Post
|
Minnesota Department of Transportation |
USPBN-1 |
TRP-03-218-09 |
2009-08-03 |
Identification of Vehicular Impact Conditions Associated with Serious Ran-Off-Road Crashes, Vol I, II
|
National Cooperative Highway Research Program |
|
TRP-03-219-09 |
2009-05-07 |
Development of a TL-1 Timber, Curb-type, Bridge Railing for use on Transverse, Nail-Laminated, Timber Bridges
|
West Virginia Department of Transportation |
WVBR-1 |
TRP-03-211-09 |
2009-05-06 |
Analysis, Design, and Dynamic Evaluation of a TL-2 Rough Stone Masonry Guardwall
|
Federal Highway Administration |
RSMG-1 RSMG-2 |
TRP-03-217-09 |
2009-05-06 |
Performance Limits for 152-mm (6-in.) High Curbs placed in advance of the MGS using MASH-08 Vehicles Part I: Vehicle-Curb Testing and LS-DYNA Analysis
|
Midwest States Regional Pooled Fund Program |
MGSC-1 MGSC-2 MGSC-3 MGSC-4 |
TRP-03-205-09 |
2009-05-06 |
Evaluation of Safety Treatments for Roadside Culverts
|
Iowa Department of Transportation |
|
TRP-03-201-09 |
2009-04-24 |
Cable Median Barrier Guidelines
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-206-08 |
2009-03-04 |
Analysis of Existing Work-Zone Devices with MASH Safety Performance Criteria
|
Mid-America Transportation Center,SWZDI |
WZ09-1 WZ09-2 WZ09-3 WZ09-4 |
TRP-03-225-10 (SWZDI Version) |
2009-02-04 |
Design and Evaluation of a Low-Tension Cable Median Barrier System
|
Midwest States Regional Pooled Fund Program |
CMB-1 CMB-2 CMB-3 |
TRP-03-195-08 |
2008-12-08 |
Approach Slope for Midwest Guardrail System
|
Midwest States Regional Pooled Fund Program |
MGSAS-1 MGSAS-2 |
TRP-03-188-08 |
2008-12-04 |
Performance Evaluation of Safety Grates for Cross-Drainage Culverts
|
Midwest States Regional Pooled Fund Program |
KSCG-1 KSCG-2 |
TRP-03-196-08 |
2008-10-23 |
Guidelines for Guardrail Implementation
|
National Cooperative Highway Research Program |
|
TRP-03-207-08 |
2008-09-26 |
Design and Evaluation of a Low-Tension Cable Guardrail End Terminal System
|
Midwest States Regional Pooled Fund Program |
CT-1 CT-2 CT-3 CT-4 |
TRP-03-131-08 |
2008-07-15 |
Evaluation of Critical Flare Rates for the Midwest Guardrail System (MGS)
|
Midwest States Regional Pooled Fund Program |
FR-1 FR-2 FR-3 FR-4 FR-5 |
TRP-03-191-08 |
2008-07-15 |
Development of a Stand-Alone Concrete Bridge Pier Protection System
|
Midwest States Regional Pooled Fund Program |
CBPP-1 |
TRP-03-190-08 |
2008-04-18 |
Dynamic Impact Testing of CRT Wood Posts in a Rigid Sleeve
|
Minnesota Department of Transportation |
|
TRP-03-198-08 |
2008-04-11 |
Aesthetic Barrier Literature Review
|
Federal Highway Administration |
|
TRP-03-197-07 |
2008-04-10 |
Evaluation of Box Beam Stiffening of Unanchored Temporary Concrete Barriers
|
New York State Department of Transportation |
NYTCB-1 NYTCB-2 NYTCB-3 |
TRP-03-202-08 |
2008-03-14 |
Evaluation of a Modified Three Cable Guardrail Adjacent to Steep Slope
|
Midwest States Regional Pooled Fund Program |
CS-2 |
TRP-03-192-08 |
2008-03-04 |
Phase IV Development of a Short-Radius Guardrail for Intersecting Roadways
|
Midwest States Regional Pooled Fund Program |
SR-7 SR-8 |
TRP-03-199-08 |
2008-02-29 |
Design and Evaluation of High-Tension Cable Median Barrier Hardware
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-200-08 |
2008-02-25 |
Evaluation of Rigid Hazards Placed in the Zone of Intrusion
|
Midwest States Regional Pooled Fund Program |
ZOI-1 ZOI-2 ZOI-3 |
TRP-03-151-08 |
2008-01-03 |
Dynamic Impact Testing of S76X8.5 (S3X5.7) Steel Posts for Use in Cable Guardrail Systems
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-186-07 |
2007-12-19 |
Development of a TL-5 Vertical Faced Concrete Median Barrier Incorporating Head Ejection Criteria
|
Midwest States Regional Pooled Fund Program |
TL5CMB-2 |
TRP-03-194-07 |
2007-12-10 |
Phase III Development of a Short-Radius Guardrail for Intersecting Roadways
|
Midwest States Regional Pooled Fund Program |
SR-5 SR-6 |
TRP-03-183-07 |
2007-12-06 |
Development of the Midwest Guardrail System (MGS) W-Beam to Thrie Beam Transition Element
|
Midwest States Regional Pooled Fund Program |
MWT-3 MWT-4 MWT-5 MWT-6 |
TRP-03-167-07 |
2007-11-26 |
Midwest Guardrail System for Long-Span Culvert Applications
|
|
LSC-1 LSC-2 |
TRP-03-187-07 |
2007-11-16 |
Evaluation of an Existing Steel Post Alternative for the Thrie Beam Bullnose Guardrail System
|
Midwest States Regional Pooled Fund Program |
SBN-1 SBN-2 |
TRP-03-193-07 |
2007-08-24 |
Evaluation of a New Jersey Safety Shape, Segmented Concrete Barrier for use on Composite Panel Bridge Decks
|
Midwest States Regional Pooled Fund Program |
KSC-1 |
TRP-03-181-07 |
2007-06-05 |
Dynamic Component Testing of Potential Alternative Anchors for the F-Shape Temporary Concrete Barrier Steel Strap Tie-Down System
|
Nebraska Department of Roads |
|
TRP-03-182-07 (TCB Steel Strap) |
2007-04-09 |
Investigating the use of Small-Diameter Softwood as Guardrail Posts (Dynamic Test Results)
|
U.S. Department of Agriculture |
MGSDF-1 MGSPP-1 |
TRP-03-179-07 |
2007-03-28 |
Dynamic Impact Testing of W152x13.4 (W6x9) Steel Posts on a 2:1 Slope
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-165-07 |
2007-03-23 |
Development of a Tie-Down and Transition Systems for Temporary Concrete Barrier on Asphalt Road Surfaces
|
Midwest States Regional Pooled Fund Program |
FTB-1 FTB-2 |
TRP-03-180-06 |
2007-02-23 |
Design and Evaluation of an Open Combination Traffic/Bicycle Bridge Railing System
|
Midwest States Regional Pooled Fund Program |
MOBR-1 MOBR-2 |
TRP-03-162-07 |
2007-02-09 |
Safety Performance Evaluation of Minnesota's Temporary Rigid Panel Sign Stand Systems
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-166-07 |
2007-02-08 |
Performance Evaluation of the Permanent New Jersey Safety Shape Barrier - Update to NCHRP 350 Test No. 4-12 (2214NJ-2)
|
National Cooperative Highway Research Program |
2214NJ-2 |
TRP-03-178-06 |
2006-10-13 |
Performance Evaluation of the Permanent New Jersey Safety Shape Barrier - Update to NCHRP 350 Test No. 3-10 (2214NJ-1)
|
New Jersey Department of Transportation |
2214NJ-1 |
TRP-03-177-06 |
2006-10-13 |
Performance Evaluation of the SKT-MGS Tangent End Terminal - Update to NCHRP 350 Test No. 3-34 (2214TT-1)
|
National Cooperative Highway Research Program |
2214TT-1 |
TRP-03-176-06 |
2006-10-12 |
Performance Evaluation of the Guardrail to Concrete Barrier Transition - Update to NCHRP 350 Test No. 3-21 with 28
|
National Cooperative Highway Research Program |
2214T-1 |
TRP-03-175-06 |
2006-10-12 |
Performance Evaluation of the Free-Standing Temporary Barrier - Update to NCHRP 350 Test No. 3-11 with 28
|
National Cooperative Highway Research Program |
2214TB-2 |
TRP-03-174-06 |
2006-10-12 |
Performance Evaluation of the Midwest Guardrail System - Update to NCHRP 350 Test No. 3-10 (2214MG-3)
|
National Cooperative Highway Research Program |
2214MG-3 |
TRP-03-172-06 |
2006-10-11 |
Performance Evaluation of the Midwest Guardrail System - Update to NCHRP 350 Test No. 3-11 with 28" C.G. Height (2214MG-2)
|
National Cooperative Highway Research Program |
2214MG-2 |
TRP-03-171-06 |
2006-10-11 |
Performance Evaluation of the Free-Standing Temporary Barrier-Update to NCHRP 350 Test No. 3-11 (2214TB-1)
|
National Cooperative Highway Research Program |
2214TB-1 |
TRP-03-173-06 |
2006-10-11 |
Performance Evaluation of the Midwest Guardrail System - Update to NCHRP 350 Test No. 3-11 (2214MG-1)
|
National Cooperative Highway Research Program |
2214MG-1 |
TRP-03-170-06 |
2006-10-10 |
Performance Evaluation of the Modified G4(1S) Guardrail - Update to NCHRP 350 Test No. 3-11 with 28
|
National Cooperative Highway Research Program |
2214WB-2 |
TRP-03-169-06 |
2006-10-09 |
Performance Evaluation of the Modified G4(1S) Guardrail - Update to NCHRP 350 Test No. 3-11 (2214WB-1)
|
National Cooperative Highway Research Program |
2214WB-1 |
TRP-03-168-06 |
2006-10-06 |
Development of the GC-8000 Bridge Railing and Transition
|
U.S. Department of Agriculture |
FSCR-1 FSCR-2 FSCR-3 FSCR-4 |
TRP-03-161-06 |
2006-05-02 |
Development, Testing, and Evaluation of NDOR's TL-5 Aesthetic Open Concrete Bridge Rail
|
Nebraska Department of Roads |
ACBR-1 |
TRP-03-148-05 |
2005-12-01 |
Safety Performance Evaluation of Missouri's Ground-Mounted Temporary Sign Stands - Phase II
|
Missouri Highway and Transportation Department |
M-3 |
TRP-03-158-05 |
2005-03-08 |
Design and Evaluation of Minnesota's Timber Rub-Rail for Noise Barriers
|
Minnesota Department of Transportation |
MNTR-1 |
TRP-03-156-05 |
2005-03-08 |
Evaluation of Alternate Cable Anchor Designs and Three-Cable Guardrail Adjacent to Steep Slope
|
Midwest States Regional Pooled Fund Program |
CS-1 |
TRP-03-155-05 |
2005-02-03 |
Critical Flare Rates for W-Beam Guardrail-Determining Maximum Capacity using Computer Simulation NCHRP 17-20(3)
|
National Cooperative Highway Research Program |
|
TRP-03-157-04 |
2005-01-24 |
Dynamic Testing of Wooden Guardrail Posts-White and Red Pine Species Equivalency Study
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-154-04 |
2004-09-21 |
Development of the Midwest Guardrail System (MGS) for Standard and Reduced Post Spacing and in combination with curbs
|
Midwest States Regional Pooled Fund Program |
NPG-1 NPG-2 NPG-3 NPG-4 NPG-5 NPG-6 |
TRP-03-139-04 |
2004-09-01 |
TL-5 Development of 42-and 51-in. Tall, Single-Faced, F-Shape Concrete Barriers
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-149-04 |
2004-04-30 |
Safety Performance Evaluation of the Nebraska Open Bridge Rail on an Inverted Tee Bridge Deck
|
Nebraska Department of Roads |
NIT-1 |
TRP-03-133-04 |
2004-01-21 |
Cable Guardrail End Terminal Simulation FHWA Center of Excellence in DYNA3D Analysis
|
Federal Highway Administration |
|
TRP-03-142-03 |
2003-10-30 |
Testing of M203x9.7 (M8x6.5) and S76x8.5 (S3x5.7) Steel Posts-Post Comparison Study for the Cable Median Barrier
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-143-03 |
2003-10-24 |
Phase II Development of a Short-Radius Guardrail for Intersecting Roadways
|
Midwest States Regional Pooled Fund Program |
SR-1 SR-2 SR-3 SR-4 |
TRP-03-137-03 |
2003-09-09 |
Development and Evaluation of a Tie-Down System for the Redesigned F-Shape Concrete Temporary Barrier
|
Midwest States Regional Pooled Fund Program |
KTB-1 |
TRP-03-134-03 |
2003-08-22 |
Safety Performance Evaluation of Michigan's 4x5 Portable Sign Support
|
Michigan Department of Transportation |
MI-4 |
TRP-03-135-03 |
2003-06-20 |
Deflection Limits for Temporary Concrete Barriers
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-113-03 |
2003-06-18 |
Testing of W152x23.8 (W6x16) Steel Posts-Soil Embedment Depth Study for the Midwest Guardrail System (Non-Proprietary Guardrail System)
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-136-03 |
2003-06-12 |
Development of a Steel H-Section Temporary Barrier for Use in Limited Deflection Applications
|
Midwest States Regional Pooled Fund Program |
HTB-1 HTB-2 |
TRP-03-120-03 |
2003-05-30 |
Development of Standards for Placement of Steel Guardrail Posts in Rock
|
Midwest States Regional Pooled Fund Program |
PR-1 |
TRP-03-119-03 |
2003-05-30 |
Performance Analysis of Welch Products Recycled Rubber Spacer Block
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-132-03 |
2003-03-16 |
Two Test Level 2 Bridge Railing and Transition Systems for Transverse Glue-Laminated Timber Decks
|
U.S. Department of Agriculture |
STCR-1 STCR-2 WRBP-1 WRBP-2 |
TRP-03-125-03 |
2003-03-11 |
Guidelines for Attachments to Bridge Rails and Median Barriers
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-098-03 |
2003-02-26 |
Bridge Rails and Transitions for Pedestrian Protection
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-127-03 |
2003-02-20 |
Embankment Widening and Slopes for Energy Absorbing End Terminals
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-126-02 |
2003-02-07 |
Safety Performance Evaluation of Michigan's Temporary Traffic Control Devices
|
Michigan Department of Transportation |
MI-1 MI-2 MI-3 |
TRP-03-128-02 |
2003-01-27 |
Safety Performance Evaluation of Minnesota's Low-Height, Temporary Rigid Panel Sign Stand
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-129-03 |
2003-01-23 |
Dynamic Impact Testing of S 75 x 8.5 Steel Posts (Cable Barrier Posts)
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-117-02 |
2002-11-15 |
NCHRP 350 Development and Testing of a Guardrail Connection to Low-Fill Culverts
|
Midwest States Regional Pooled Fund Program |
KC-1 KC-2 |
TRP-03-114-02 |
2002-11-01 |
Analysis of Sign Attachments to Breakaway Luminaire Supports
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-122-02 |
2002-10-23 |
Development of a Low-Profile Bridge Rail for Test Level 2 Applications
|
Midwest States Regional Pooled Fund Program |
LPBR-1 |
TRP-03-109-02 |
2002-08-20 |
Development of a Tie-Down System for Temporary Concrete Barriers
|
Midwest States Regional Pooled Fund Program |
ITD-1 |
TRP-03-115-02 |
2002-08-16 |
Cable Barrier Literature Review
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-118-02 |
2002-07-10 |
Two Test Level 4 Bridge Railing and Transition Systems for Transverse Glue-Laminated Timber Decks
|
U.S. Department of Agriculture |
STTR-1 STTR-2 STTR-3 STTR-4 TRBR-1 TRBR-2 TRBR-3 TRBR-4 |
TRP-03-071-01 |
2002-01-30 |
Safety Performance Evaluation of Minnesota's Aluminum Work Zone Signs
|
Midwest States Regional Pooled Fund Program |
MNS-1 MNS-2 MNS-3 |
TRP-03-107-01 |
2002-01-29 |
Guardrail and Guardrail Terminals Installed Over Curbs - Phase II
|
Midwest States Regional Pooled Fund Program |
NEC-2 |
TRP-03-105-00 |
2001-11-05 |
Safety Performance Evaluation of Missouri's Self-Driving Temporary Sign Stands
|
Missouri Highway and Transportation Department |
M-1 M-2 |
TRP-03-097-00 |
2000-12-13 |
Crash Testing of Michigan's Type B (W-Beam) Guardrail System - Phase II
|
Michigan Department of Transportation |
MIW-2 |
TRP-03-104-00 |
2000-12-13 |
Safety Performance Evaluation of Minnesota's Aluminum Type III Barricades
|
Midwest States Regional Pooled Fund Program |
MNB-1 MNB-2 |
TRP-03-101-00 |
2000-10-19 |
Development of a W-Beam Guardrail System for use on a 2:1 Slope
|
Midwest States Regional Pooled Fund Program |
MOSW-1 |
TRP-03-099-00 |
2000-10-16 |
Concept Development of a Short-Radius Guardrail System for Intersecting Roadways
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-100-00 |
2000-09-12 |
Crash Testing of Missouri's W-Beam to Thrie-Beam Transition Element
|
Midwest States Regional Pooled Fund Program |
MWT-1 MWT-2 |
TRP-03-094-00 |
2000-09-12 |
Development of the TBC-8000 Bridge Railing
|
U.S. Department of Agriculture |
FSTC-1 |
TRP-03-030-93 |
2000-09-05 |
Phase III Development of a Bullnose Guardrail System for Median Applications
|
Midwest States Regional Pooled Fund Program |
MBN-5 MBN-6 MBN-7 MBN-8 MBN-9 |
TRP-03-095-00 |
2000-06-01 |
Guardrail and Guardrail Terminals Installed Over Curbs
|
Midwest States Regional Pooled Fund Program |
NEC-1 |
TRP-03-083-99 |
2000-03-21 |
Development of an Approach Guardrail Transition Attached to a Thrie Beam and Channel Bridge Railing
|
Midwest States Regional Pooled Fund Program |
MST-1 MST-2 |
TRP-03-091-99 |
2000-03-21 |
Crash Testing of Michigan's Type B (W-Beam) Guardrail System
|
Michigan Department of Transportation |
MIW-1 |
TRP-03-090-99 |
1999-11-10 |
Development of a 7.62-m LONG SPAN GUARDRAIL SYSTEM-PHASE II
|
Midwest States Regional Pooled Fund Program |
OLS-3 |
TRP-03-088-99 |
1999-08-13 |
Compliance Testing of Iowa's Skid-Mounted Sign Device
|
Iowa Department of Transportation |
I-1 I-2 |
TRP-03-086-99 |
1999-07-23 |
Dynamic Impact Testing of Guardrail Posts Embedded in Soil
|
Federal Highway Administration |
|
TRP-03-077-98 |
1999-07-21 |
Critical Impact Points for Crash Testing Transitions
|
Federal Highway Administration |
|
TRP-03-084-99 |
1999-04-16 |
Development of a 7.62-m Long Span Guardrail System
|
Midwest States Regional Pooled Fund Program |
OLS-1 OLS-2 |
TRP-03-072-99 |
1999-04-06 |
Phase II Development of a Bullnose Guardrail System for Median Applications
|
Midwest States Regional Pooled Fund Program |
MBN-3 MBN-4 |
TRP-03-078-98 |
1998-12-18 |
Crash Testing of South Dakota's Cable Guardrail to W-Beam Transition
|
South Dakota Department of Transportation |
SDC-1 SDC-2 SDC-3 |
TRP-03-080-98 |
1998-12-04 |
Design and Evaluation of the TL-4 Minnesota Combination Traffic/Bicycle Bridge Rail
|
Midwest States Regional Pooled Fund Program |
MNPD-1 MNPD-2 |
TRP-03-074-98 |
1998-11-30 |
Concept Development of a Bullnose Guardrail System for Median Applications
|
Midwest States Regional Pooled Fund Program |
MBN-1 MBN-2 |
TRP-03-073-98 |
1998-05-22 |
Two Approach Guardrail Transitions for Concrete Safety Shape Barriers
|
Midwest States Regional Pooled Fund Program |
ITNJ-1
ITNJ-2
ITNJ-3
ITNJ-4 |
TRP-03-069-98 |
1998-05-15 |
NCHRP Report 350 Evaluation of the Nebraska Thrie-Beam Transition
|
Nebraska Department of Roads |
NEBT-1 |
TRP-03-070-98 |
1998-05-01 |
Development of a Temporary Barrier System for Off-Road Applications
|
Midwest States Regional Pooled Fund Program |
KTS-1 |
TRP-03-066-98 |
1998-03-01 |
A Review of Breakaway Supports for Small Signs and Mailbox Installations
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-068-98 |
1997-11-17 |
Guardrail Need for Embankments and Culverts
|
Nebraska Department of Roads,Federal Highway Administration |
|
TRP-03-065-97 |
1997-06-01 |
Development of an Effective Flared Guardrail Terminal
|
Midwest States Regional Pooled Fund Program |
KBCT-1 |
TRP-03-056-96 |
1997-06-01 |
Development of a Flexible Bridge Railing for Longitudinal Timber Decks
|
U.S. Department of Agriculture |
LVBR-1 LVBR-2 |
TRP-03-062-96 |
1997-06-01 |
NCHRP Report 350 Compliance Testing of the BEST System
|
Federal Highway Administration |
BEST-2 BEST-3 BEST-4 BEST-5 BEST-6 BEST-7 BEST-8 BEST-9 BEST-10 BEST-11 |
TRP-03-063-96 |
1996-12-04 |
Development of a TL-3 F-Shape Temporary Concrete Median Barrier
|
Iowa Department of Transportation |
ITMP-1 ITMP-2 |
TRP-03-064-96 |
1996-12-01 |
Guardrail Testing Program II Final Report Volumes I and II
|
Federal Highway Administration |
SBT-1 SBT-2 SBT-3 SBT-4 SBT-5 GWMP-1 GWMP-2 GWMP-3 FPAR-1 FPAR-2 FPAR-3 NTBR-1 NTBR-2 SBLR-1 SBLR-2 |
TRP-03-052-95 |
1996-09-01 |
Top-Mounted W-Beam Bridge Railing for Longitudinal Glulam Timber Decks Located on Low-Volume Roads
|
U.S. Department of Agriculture |
LVBR-3 |
TRP-03-061-96 |
1996-09-01 |
Performance Level 2 Tests on a 29-in. Open Concrete Bridge Rail
|
Midwest States Regional Pooled Fund Program |
NEOCR-3 NEOCR-4 NEOCR-5 NEOCR-6 |
TRP-03-051-95 |
1996-06-01 |
Development of Guardail Runout Length Calculation Procedures
|
Nebraska Department of Roads,Federal Highway Administration |
|
TRP-03-057-96 |
1996-05-01 |
Performance Evaluation of KDOT W-Beam Systems, Volume I, II
|
Midwest States Regional Pooled Fund Program |
KSWB-1 KSWB-2 KSWB-3 KSWB-4 |
TRP-03-039-96 |
1996-05-01 |
Design and Testing of a Breakaway Base for a Cluster Box Unit and a Neighborhood Delivery & Collection Unit
|
United States Postal Service - Engineering |
|
TRP-03-055-96 |
1996-04-30 |
TL-1 Curb-Type Bridge Railing for Longitudinal Glulam Timber Decks Located on Low-Volume Roads
|
U.S. Department of Agriculture |
CTBR-1 |
TRP-03-054-96 |
1996-04-01 |
Test Level 4 Evaluation of the Minnesota Combination Bridge Rail
|
Minnesota Department of Transportation |
MN-1 MN-2 MN-3 MN-4 |
TRP-03-053-96 |
1996-03-01 |
Development and Testing of an Approach Guardrail Transition to a Single Slope Concrete Median Barrier
|
Missouri Highway and Transportation Department |
MTSS-1 MTSS-2 |
TRP-03-047-95 |
1995-11-01 |
Evaluation of the Effect of Wood Quality on W-beam Guardrail Performance
|
Nebraska Department of Roads |
|
TRP-03-060-96 |
1995-11-01 |
Performance Evaluation of a Dual Support Sign with Ground Mounted Pipe Posts and Multi-Directional Slip Bases
|
Missouri Highway and Transportation Department |
MO2-1 MO2-2 |
TRP-03-050-95 |
1995-09-20 |
Design and Testing of a Dual Support Breakaway Sign
|
Missouri Highway and Transportation Department |
MO3-1 MO3-2 |
TRP-03-048-95 |
1995-09-06 |
Safety Performance Evaluation of the Steel Backed Wood Rail to Bridge Rail Transition
|
Federal Highway Administration |
SBT-1 SBT-2 SBT-3 SBT-4 SBT-5 |
TRP-03-049-95 |
1995-09-01 |
Safety Performance Evaluation of the George Washington Memorial Parkway Bridge Rail
|
Federal Highway Administration |
GWMP-1 GWMP-2 GWMP-3 |
TRP-03-045-94 (GWMP) |
1995-06-01 |
Crash Testing of Standard South Dakota Road Closure Gates
|
South Dakota Department of Transportation |
SDG-1 SDG-2 |
TRP-03-044-94 |
1995-01-01 |
Concept Design and Analysis of Nebraska Turned-Down Approach Terminal Sections
|
Midwest States Regional Pooled Fund Program |
|
TRP-03-045-95 (Turndown) |
1995-01-01 |
Development of a Metal Cutting W-Beam Guardrail Terminal
|
Federal Highway Administration |
MCS-1 MCS-2 MCS-3 MCS-4 MCS-5 MCS-6 MCS-7 |
TRP-03-043-94 |
1994-09-01 |
Performance Evaluation of NDOR Mountable Curbs
|
Midwest States Regional Pooled Fund Program |
NEMC-1 NEMC-2 NEMC-3 NEMC-4 NEMC-5 NEMC-6 NEMC-7 NEMC-8 NEMC-9 NEMC-10 NEMC-11 NEMC-12 NEMC-13 NEMC-14 NEMC-15 NEMC-16 NEMC-17 NEMC-18 NEMC-19 NEMC-20 NEMC-21 NEMC-22 NEMC-23 |
TRP-03-037-94 |
1994-06-01 |
Performance Evaluation of Missouri's 6-in. Barrier Curb Under W-Beam Guardrail
|
Midwest States Regional Pooled Fund Program |
MO6C-1 |
TRP-03-040-94 |
1994-04-01 |
Dynamic Evaluation of Missouri's Modified Bridge Anchor Section
|
Missouri Highway and Transportation Department |
MBAS-1 |
TRP-03-038-93 |
1994-02-01 |
Safety Performance Evaluation of the Foothills Parkway Bridge Rail
|
West Virginia Department of Transportation |
FPAR-1 FPAR-2 FPAR-3 |
TRP-03-041-94 |
1994-01-01 |
Development of Low-Volume Curb-Type Bridge Railings for Timber Bridge Decks
|
U.S. Department of Agriculture |
LVCT-1a LVCT-1b LVCT-1c LVCS-4 |
TRP-03-031-93 |
1993-12-01 |
Safety Performance Evaluation of a Modified Perforated Tension Fuse Plate for Dual Support Breakaway Signs
|
Missouri Highway and Transportation Department |
MOBS-1 MOBS-2 |
TRP-03-033-92 |
1993-03-01 |
Safety Performance Evaluation of a Nested W-Beam with Half-Post Spacing Over a Low-Fill Culvert
|
Midwest States Regional Pooled Fund Program |
36-1 |
TRP-03-036-92 |
1993-03-01 |
Safety Performance Evaluation of the Steel-Backed Log Rail
|
Federal Highway Administration |
SBLR-1 SBLR-2 |
TRP-03-035-92 |
1992-12-01 |
Safety Performance Evaluation on the Nebraska Turned-Down Approach Terminal Section
|
Midwest States Regional Pooled Fund Program |
NETD-1 |
TRP-03-032-92 |
1992-10-01 |
AASHTO PL-1 Performance Level Crash Tests on the Natchez Trace Parkway Bridge Rail
|
Federal Highway Administration |
NTBR-1 NTBR-2
|
TRP-03-034-92 |
1992-10-01 |
Performance Level 1 Tests on the Nebraska Open Concrete Bridge Rail
|
Nebraska Department of Roads |
NEOCR-1 NEOCR-2 |
TRP-03-028-91 |
1992-02-01 |
Economic and Safety Considerations for Establishing Minimum Lateral Obstacle Clearance Policies for Utility Facilities in Nebraska Urban and Suburban Areas
|
Nebraska Department of Roads |
|
TRP-03-022-90 |
1991-12-01 |
Performance Level 2 Tests on the Missouri 30 in. New Jersey Safety Shape Bridge Rail
|
Missouri Highway and Transportation Department |
MS30-1 MS30-2 MS30-3 |
TRP-03-027-91 |
1991-11-01 |
Full-Scale 1,800 lb. Vehicle Crash Tests on a 4-Bolt Breakaway Slipbase Design
|
Utah Department of Transportation |
USBLM-1 USBLM-2 |
TRP-03-025-91 |
1991-08-01 |
Full-Scale 18,000 lb. Vehicle Crash Test on the Kansas 32 inch Corral Rail
|
Kansas Department of Transportation |
KSCR-1 |
TRP-03-026-91 |
1991-07-01 |
Full-Scale 4,500 lb. Vehicle Crash Test on the Permanent Precast Concrete Median Barrier
|
Kansas Department of Transportation |
KCB-1 |
TRP-03-024-90 |
1991-03-01 |
Full-Scale 1,800 lb. Vehicle Crash Test on the Iowa W-Beam approach Guardrail to the Concrete Safety Shape Bridge Rail
|
Federal Highway Administration,Iowa Department of Transportation |
I6-2 |
TRP-03-023-90 |
1991-02-01 |
Full-Scale 5,400 lb. Vehicle Crash Test on the Iowa W-Beam Approach Guardrail to the Concrete Safety Shape Bridge Rail
|
Iowa Department of Transportation |
I6-1 |
TRP-03-021-90 |
1990-01-01 |
Full-Scale 18,000 lb. Vehicle Crash Test on the Iowa Retrofit Concrete Barrier Rail
|
Iowa Department of Transportation,Federal Highway Administration |
I4-1 I4-2 |
TRP-03-019-90 |
1990-01-01 |
Full-Scale Vehicle Crash Test on the Iowa Steel Temporary Barrier Rail
|
Iowa Department of Transportation |
I5-1 |
TRP-03-020-89 |
1989-12-01 |
Static Tests on Collapsing Guardrail Designs
|
Nebraska Department of Roads |
|
TRP-03-018-89 |
1989-07-01 |
Full-Scale Vehicular Crash Testing of Experimental Signs on Barricade Structures
|
New Jersey Department of Transportation |
1 2 3 4 5 6 7 8 9 10 11 12 |
TRP-03-017-88 |
1989-06-01 |
Full-Scale Vehicle Crash Test on Nebraska Bridge Rail Barrier with a Modified New Jersey Shape
|
Nebraska Department of Roads |
N-1 |
TRP-03-016-88 |
1989-03-01 |
Full-Scale Vehicle Crash Tests on the Iowa Retrofit Concrete Barrier Rail
|
Iowa Department of Transportation |
I2-1 I2-2 I2-3 |
TRP-03-015-88 |
1989-01-01 |
Full-Scale Vehicle Crash Test on the Iowa Temporary Concrete Barrier Rail Half-Section
|
Iowa Department of Transportation,Federal Highway Administration |
I3-1 |
TRP-03-014-88 |
1988-12-01 |
Comparative Study of Kansas and FHWA Guardrail Transition Designs using Barrier VII Computer Simulation Model
|
Kansas Department of Transportation |
|
TRP-03-012-88 |
1988-12-01 |
Full-Scale Vehicle Crash Tests on the Iowa Box-Aluminum Bridge Rail
|
Iowa Department of Transportation,Federal Highway Administration |
I1-1 I2-2 |
TRP-03-013-88 |
1988-11-01 |
Full-Scale Vehicle Crash Tests on Nebraska Rural Mailbox Designs
|
Nebraska Department of Roads |
1 2 3 4 |
TRP-03-009-87 |
1987-08-01 |
Full-Scale Vehicle Crash Tests on Guardrail-Bridgerail Transition Designs with Special Post Spacing
|
Nebraska Department of Roads,Federal Highway Administration |
1 2 3 4 5 6 |
TRP-03-008-87 |
1987-05-01 |
Cost-Effectiveness Comparison of Cable Guardrail vs. W-Beam Guardrail
|
Nebraska Department of Roads |
|
TRP-03-007-82 (Cable Vs. W-Beam) |
1982-08-01 |
Static and Full-Scale Vehicle Crash Tests of a Breakaway Wooden Utility Pole
|
Federal Highway Administration |
2-1 2-2 4-1 |
TRP-03-007-80 (Breakaway Utility Pole) |
1982-01-01 |
Guardrail Utilization: Cost-Effectiveness Computer Program to Analyze W-Beam Guardrail on Fill Slopes
|
Nebraska Department of Roads |
|
TRP-03-004-79 (Guardrail Utilization) |
1980-06-01 |
Feasibility Study of Retrofitting Concrete Median Barriers
|
Federal Highway Administration |
|
TRP-03-006-80 |
1980-05-30 |
Cost-Effectiveness of Guardrail-Bridgerail Transition Improvements: Double W-Beam versus Decreased Post Spacing
|
Engineering Research Center,Nebraska Department of Roads |
|
TRP-03-003-79 |
1979-08-01 |
Feasibility Study of Breakaway Stub Concept for Wooden Utility Poles
|
Engineering Research Center |
1 2 3 |
TRP-03-005-79 |
1979-05-01 |
Cost-Effectiveness of Guardrail Improvements for Protecting Bridge Piers in Depressed Medians on Horizontal Curves
|
Engineering Research Center |
|
TRP-03-002-78 |
1978-08-01 |
Cost-Effectiveness of Driveway Slope Improvements
|
Engineering Research Center,Nebraska Department of Roads |
|
TRP-03-001-77 |
1977-08-01 |