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Non-proprietary system test reports are available for download in PDF format at no charge. If a PDF for the report is not available, contact MwRSF at mwrsf@unl.edu.

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Title	Sponsoring Agency	Full-Scale Test Number	Report Number	Report Date (Y/M/D)
Testing of W152x23.8 (W6x16) Steel Posts-Soil Embedment Depth Study for the Midwest Guardrail System (Non-Proprietary Guardrail System)	Midwest Pooled Fund Program		TRP-03-136-03	2003-06-12
Development of the Midwest Guardrail System (MGS) for Standard and Reduced Post Spacing and in combination with curbs	Midwest Pooled Fund Program	NPG-1 NPG-2 NPG-3 NPG-4 NPG-5 NPG-6	TRP-03-139-04	2004-09-01
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
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 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	National Cooperative Highway Research Program	2214MG-2	TRP-03-171-06	2006-10-11
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
Dynamic Impact Testing of W152x13.4 (W6x9) Steel Posts on a 2:1 Slope	Midwest Pooled Fund Program		TRP-03-165-07	2007-03-23
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
Midwest Guardrail System for Long-Span Culvert Applications		LSC-1 LSC-2	TRP-03-187-07	2007-11-16
Development of the Midwest Guardrail System (MGS) W-Beam to Thrie Beam Transition Element	Midwest Pooled Fund Program	MWT-3 MWT-4 MWT-5 MWT-6	TRP-03-167-07	2007-11-26
Evaluation of Critical Flare Rates for the Midwest Guardrail System (MGS)	Midwest Pooled Fund Program	FR-1 FR-2 FR-3 FR-4 FR-5	TRP-03-191-08	2008-07-15
Approach Slope for Midwest Guardrail System	Midwest Pooled Fund Program	MGSAS-1 MGSAS-2	TRP-03-188-08	2008-12-04
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 Pooled Fund Program	MGSC-1 MGSC-2 MGSC-3 MGSC-4	TRP-03-205-09	2009-05-06
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 Pooled Fund Program	MGSC-5	TRP-03-221-09	2009-09-30
Development and Evaluation of the Midwest Guardrail System (MGS) Placed Adjacent to a 2:1 Fill Slope	Midwest Pooled Fund Program	MGS221-1 MGS221-2	TRP-03-185-10	2010-02-24
Development of a Low-Cost, Energy-Absorbing Bridge Rail	Midwest Pooled Fund Program	MGSBR-1 MGSBR-2	TRP-03-226-10	2010-08-11
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 Pooled Fund Program	MGSC-6	TRP-03-237-10	2010-11-24
Dynamic Impact Testing of Wood Posts for the Midwest Guardrail System (MGS) Placed Adjacent to a 2H:1V Fill Slope	Midwest Pooled Fund Program		TRP-03-234-10	2010-12-16
Development of the MGS Approach Guardrail Transition Using Standardized Steel Posts	Midwest Pooled Fund Program	MWTSP-1 MWTSP-2 MWTSP-3	TRP-03-210-10	2010-12-21
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 Alternative Wood-Post MGS Approach Guardrail Transition	Midwest Pooled Fund Program		TRP-03-243-11	2011-11-28
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
Determination of the Maximum MGS Mounting Height - Phase I Crash Testing	Midwest Pooled Fund Program	MGSMRH-1 MGSMRH-2	TRP-03-255-12	2012-03-09
Determination of the Maximum MGS Mounting Height - Phase II Detailed Analysis with LS-DYNA	Midwest Pooled Fund Program		TRP-03-274-12	2012-12-05
Dynamic Testing of MGS W6x8.5 Posts at Decreased Embedment	Nebraska Department of Transportation		TRP-03-271-12	2012-12-17
Safety Performance Evaluation of the Non-blocked Midwest Guardrail System (MGS)	Midwest Pooled Fund Program	MGSNB-1 MGSNB-2	TRP-03-262-12	2013-01-24
Minimum Effective Guardrail Length For The MGS	Wisconsin Department of Transportation	MGSMIN-1	TRP-03-276-13	2013-08-12
Midwest Guardrail System (MGS) With Southern Yellow Pine Posts	Midwest Pooled Fund Program	MGSSYP-1 MGSSYP-2	TRP-03-272-13	2013-09-04
Downstream Anchoring Requirements For The Midwest Guardrail System	Wisconsin Department of Transportation	WIDA-1 WIDA-2	TRP-03-279-13	2013-10-28
Phase I Ponderosa Pine Round Post Equivalency Study	USDA Forest Products Lab,Arizona Log & Timber		TRP-03-287-13	2013-11-22
Safety Performance Evaluation of Weak-Post, W-Beam Guardrail Attached to Culvert	Midwest Pooled Fund Program		TRP-03-277-14	2014-02-12
Midwest Guardrail System (MGS) Implementation	Midwest Pooled Fund Program		169	2014-02-19
Development of MASH TL-3 Transition Between Guardrail and Portable Concrete Barriers	Nebraska Department of Transportation,Smart Work Zone Deployment Initiative,Federal Highway Administration		TRP-03-300-14	2014-06-26
Dynamic Evaluation of MGS Stiffness Transition with Curb	Midwest Pooled Fund Program	MWTC-1 MWTC-2 MWTC-3	TRP-03-291-14	2014-06-30
Increased Span Length for the MGS Long-Span Guardrail System	Midwest Pooled Fund Program		TRP-03-310-14	2014-12-17
Phase II Ponderosa Pine Round-Post Equivalency Study	USDA Forest Products Lab		TRP-03-315-14	2015-02-04
MGS Dynamic Deflections and Working Widths at Lower Speeds	Midwest Pooled Fund Program		TRP-03-314-15	2015-09-29
Development and Evaluation of Weak-Post W-Beam Guardrail in Mow Strips	Midwest Pooled Fund Program	MGSMS-1	TRP-03-322-15	2015-10-01
Midwest Guardrail System (MGS) with an Omitted Post	Midwest Pooled Fund Program	MGSMP-1	TRP-03-326-16	2016-02-22
Midwest Guardrail System (MGS) Placed Adjacent to a 1V:2H Fill Slope with 6-ft Posts	Midwest Pooled Fund Program	MGSS-1	TRP-03-320-16	2016-08-22
Increased Span Length for the MGS Long-Span Guardrail System Part II: Full-Scale Crash Testing	Midwest Pooled Fund Program	MGSLS-1 MGSLS-2	TRP-03-339-17	2017-04-07
Testing and Evaluation of MASH TL-3 Transition Between Guardrail and Portable Concrete Barriers	Nebraska Department of Transportation,SWZDI,Federal Highway Administration	MGSPCB-1 MGSPCB-2 MGSPCB-3	TRP-03-335-17	2017-05-02
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
Increased Span Length for the MGS Long-Span Guardrail System Part III: Failure Analysis	Midwest Pooled Fund Program		TRP-03-362-17	2017-09-29
MGS with Curb and Omitted Post: Evaluation to MASH 2016 Test Designation No. 3-10	Midwest Pooled Fund Program	MGSCO-1 MGSCO-2	TRP-03-393-19	2019-04-12
Top-Mounted Sockets for Weak-Post MGS on Culverts	Midwest Pooled Fund Program		TRP-03-368-19	2019-10-04
Crash Testing and Evaluation of the Hawaii Thrie Beam Approach Guardrail Transition: MASH Test Nos. 3-20 and 3-21	Hawaii Department of Transportation	HWTT-1 HWTT-2	TRP-03-425-20	2020-03-20
Evaluation of the MGS Placed 6 in. behind a 6-in. tall AASHTO Type B Curb to MASH TL-3	Midwest Pooled Fund Program	MGSC-7 MGSC-8	TRP-03-390-20	2020-08-27
Development and Testing of a Bridge Rail for Low-Volume Roads	Nebraska Department of Transportation	N2BR-1	TRP-03-407-20	2020-09-03
Guidance for Installation of Midwest Guardrail System Adjacent to Slopes	Midwest Pooled Fund Program		TRP-03-376-20	2020-09-29
Dynamic Testing and Evaluation of Culvert-Mounted, Strong-Post MGS to TL-3 Guidelines of MASH 2016	Wisconsin Department of Transportation	CMGS-1 CMGS-2	TRP-03-383-20-R1	2020-11-02
Steel Post Version of Trailing-End Anchorage System – Phase I	Midwest Pooled Fund Program		TRP-03-370a-20	2020-12-17
MASH Evaluation of the Steel-Post, Trailing-End Anchorage System	Midwest Pooled Fund Program	SPDA-1 SPDA-2	TRP-03-370b-20	2020-12-17
Development of a MASH TL-3 Approach Guardrail Transition to a MASH TL-4 Steel Bridge Rail	Illinois Department of Transportation,Ohio Department of Transportation	STBRT-1 STBRT-2	TRP-03-411-20	2020-12-23
MGS with Curb and Omitted Post: Evaluation to MASH 2016 Test No. 3-11	Midwest Pooled Fund Program	MGSCO-4	TRP-03-433-21	2021-11-11
Evaluation of Flare Rates for Approach Guardrail Transitions – Phase I	Midwest Pooled Fund Program		TRP-03-439a-22	2022-11-22
Crash Testing and Evaluation of HDOT’s Thrie-Beam Approach Guardrail Transition Attached to 42-in. Tall, Solid Concrete Bridge Rail with Aesthetic, Recessed, Rounded Panels and 6-ft Wide Sidewalk: MASH Test Nos. 3-20 and 3-21	Hawaii Department of Transportation	H42ST-1 H42ST-2	TRP-03-472-22	2022-12-13
Evaluation of Midwest Guardrail System with Reduced Embedment and Reduced Post Spacing for Low-Fill Culverts and Other Applications	Midwest Pooled Fund Program		TRP-03-468-23	2023-04-24
Evaluation of the MGS with Half Post Spacing and 7-ft Posts Adjacent to Slope	Wisconsin Department of Transportation	MGS7S-1 MGS7S-2	TRP-03-452-24	2024-08-22
Hawaii DOT Flared Buried-in-Backslope Guardrail End Terminal Part 1 – Standard Direction Tests	Hawaii Department of Transportation	HBIB-1 HBIB-2 HBIB-3 HBIB-4 HBIB-5	TRP-03-496a-25	2025-10-02
Hawaii DOT Flared Buried-in-Backslope Guardrail End Terminal Part 2 – Reverse Direction Tests	Hawaii Department of Transportation	HBIB-6 HBIB-7 HBIB-8 HBIB-9 HBIB-10	TRP-03-496b-25	2025-12-16

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