| Title |
Sponsoring Agency |
Full-Scale Test Number |
Report Number |
Report Date (Y/M/D) |
| Cost-Effectiveness of Guardrail-Bridgerail Transition Improvements: Double W-Beam versus Decreased Post Spacing
|
Engineering Research Center,Nebraska Department of Transportation |
|
TRP-03-003-79 |
1979-08-01 |
| Feasibility Study of Retrofitting Concrete Median Barriers
|
Federal Highway Administration |
|
TRP-03-006-80 |
1980-05-30 |
| 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 |
| 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 Nebraska Bridge Rail Barrier with a Modified New Jersey Shape
|
Nebraska Department of Transportation |
N-1 |
TRP-03-016-88 |
1989-03-01 |
| 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 |
| 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 |
| Performance Level 1 Tests on the Nebraska Open Concrete Bridge Rail
|
Nebraska Department of Transportation |
NEOCR-1 NEOCR-2 |
TRP-03-028-91 |
1992-02-01 |
| Dynamic Evaluation of Missouri's Modified Bridge Anchor Section
|
Missouri Highway and Transportation Department |
MBAS-1 |
TRP-03-038-93 |
1994-02-01 |
| 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 |
| 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 |
| Development of a Temporary Barrier System for Off-Road Applications
|
Midwest Pooled Fund Program |
KTS-1 |
TRP-03-066-98 |
1998-03-01 |
| Two Approach Guardrail Transitions for Concrete Safety Shape Barriers
|
Midwest 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 Transportation |
NEBT-1 |
TRP-03-070-98 |
1998-05-01 |
| Guardrail and Guardrail Terminals Installed Over Curbs
|
Midwest Pooled Fund Program |
NEC-1 |
TRP-03-083-99 |
2000-03-21 |
| Guardrail and Guardrail Terminals Installed Over Curbs - Phase II
|
Midwest Pooled Fund Program |
NEC-2 |
TRP-03-105-00 |
2001-11-05 |
| Deflection Limits for Temporary Concrete Barriers
|
Midwest Pooled Fund Program |
|
TRP-03-113-03 |
2003-06-18 |
| NCHRP 350 Development and Testing of a Guardrail Connection to Low-Fill Culverts
|
Midwest Pooled Fund Program |
KC-1 KC-2 |
TRP-03-114-02 |
2002-11-01 |
| Development of a Tie-Down System for Temporary Concrete Barriers
|
Midwest Pooled Fund Program |
ITD-1 |
TRP-03-115-02 |
2002-08-16 |
| Dynamic Impact Testing of S 75 x 8.5 Steel Posts (Cable Barrier Posts)
|
Midwest Pooled Fund Program |
|
TRP-03-117-02 |
2002-11-15 |
| Development of a Steel H-Section Temporary Barrier for Use in Limited Deflection Applications
|
Midwest Pooled Fund Program |
HTB-1 HTB-2 |
TRP-03-120-03 |
2003-05-30 |
| Development and Evaluation of a Tie-Down System for the Redesigned F-Shape Concrete Temporary Barrier
|
Midwest Pooled Fund Program |
KTB-1 |
TRP-03-134-03 |
2003-08-22 |
| 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 |
| Development, Testing, and Evaluation of NDOR's TL-5 Aesthetic Open Concrete Bridge Rail
|
Nebraska Department of Transportation |
ACBR-1 |
TRP-03-148-05 |
2005-12-01 |
| TL-5 Development of 42-and 51-in. Tall, Single-Faced, F-Shape Concrete Barriers
|
Midwest Pooled Fund Program |
|
TRP-03-149-04 |
2004-04-30 |
| Evaluation of Rigid Hazards Placed in the Zone of Intrusion
|
Midwest Pooled Fund Program |
ZOI-1 ZOI-2 ZOI-3 |
TRP-03-151-08 |
2008-01-03 |
| Evaluation of Alternate Cable Anchor Designs and Three-Cable Guardrail Adjacent to Steep Slope
|
Midwest Pooled Fund Program |
CS-1 |
TRP-03-155-05 |
2005-02-03 |
| 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 |
| Design and Evaluation of an Open Combination Traffic/Bicycle Bridge Railing System
|
Midwest Pooled Fund Program |
MOBR-1 MOBR-2 |
TRP-03-162-07 |
2007-02-09 |
| 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 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 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 |
| Development of a Tie-Down and Transition Systems for Temporary Concrete Barrier on Asphalt Road Surfaces
|
Midwest Pooled Fund Program |
FTB-1 FTB-2 |
TRP-03-180-06 |
2007-02-23 |
| Evaluation of a New Jersey Safety Shape, Segmented Concrete Barrier for use on Composite Panel Bridge Decks
|
Midwest 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 Transportation |
|
TRP-03-182-07 (TCB Steel Strap) |
2007-04-09 |
| Development of a Stand-Alone Concrete Bridge Pier Protection System
|
Midwest Pooled Fund Program |
CBPP-1 |
TRP-03-190-08 |
2008-04-18 |
| Development of a TL-5 Vertical Faced Concrete Median Barrier Incorporating Head Ejection Criteria
|
Midwest Pooled Fund Program |
TL5CMB-2 |
TRP-03-194-07 |
2007-12-10 |
| 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 |
| Development of a Temporary Concrete Barrier to Permanent Concrete Median Barrier Approach Transition
|
Midwest Pooled Fund Program |
TCBT-1 TCBT-2 |
TRP-03-208-10 |
2010-07-15 |
| Termination and Anchorage of Temporary Concrete Barriers
|
Midwest Pooled Fund Program |
TTCB-1 |
TRP-03-209-09 |
2009-10-29 |
| 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 |
| 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 |
| 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 |
| 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 |
| Development of a Socketed Foundation for Cable Barrier Posts-Phase I
|
Midwest Pooled Fund Program,Mid-America Transportation Center |
|
TRP-03-232-11 (MATC-UNL-222) |
2012-02-01 |
| Phase I Development of an Aesthetic, Precast Concrete Bridge Rail
|
Nebraska Department of Transportation |
|
TRP-03-239-12 |
2012-02-13 |
| Zone of Intrusion Study
|
Florida Department of Transportation |
|
TRP-03-242-10 |
2010-10-15 |
| Evaluation of the In-Service Safety Performance of Safety-Shape and Vertical Concrete Barriers
|
Midwest Pooled Fund Program |
|
TRP-03-259-11 |
2011-12-16 |
| 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 |
| Safety Performance Evaluation of Weak-Post, W-Beam Guardrail Attached to Culvert
|
Midwest Pooled Fund Program |
|
TRP-03-277-14 |
2014-02-12 |
| Evaluation of Energy Absorbers for Use in a Roadside/Median Barrier
|
Nebraska Department of Transportation,Federal Highway Administration |
|
TRP-03-280-14 |
2014-02-06 |
| Development Of A New Energy-Absorbing Roadside/Median Barrier System With Restorable Elastomer Cartridges
|
Nebraska Department of Transportation,Federal Highway Administration |
|
TRP-03-281-13 |
2013-07-16 |
| Zone of Intrusion for Permanent 9.1-Degree Single-Slope Concrete Barriers
|
Wisconsin Department of Transportation |
|
TRP-03-292-13 |
2014-03-14 |
| 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 |
| 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 |
| Design and Evaluation of an Energy-Absorbing, Reusable Roadside/Median Barrier
|
Nebraska Department of Transportation,Federal Highway Administration |
|
TRP-03-317-15 |
2015-07-29 |
| MASH TL-4 Crash Testing and Evaluation of the RESTORE Barrier
|
Nebraska Department of Transportation,Federal Highway Administration |
SFH-1
SFH-2
SFH-3 |
TRP-03-318-15 |
2015-11-03 |
| Phase I Evaluation of Selected Concrete Material in LS-DYNA
|
Nebraska Department of Transportation,Federal Highway Administration |
|
TRP-03-330-16 |
2016-04-29 |
| 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 |
| Development of a Transition Between an Energy-Absorbing Concrete Barrier and a Rigid Buttress
|
Nebraska Department of Transportation,Federal Highway Administration |
|
TRP-03-336-16 |
2016-09-26 |
| Length of Need and Minimum System Length for F-Shape Portable Concrete Barrier
|
Nebraska Department of Transportation,SWZDI,Federal Highway Administration |
NELON-1
NELON-2 |
TRP-03-337-17 |
2017-05-03 |
| 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 |
| 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 |
| 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 Free-Standing and Reduced-Deflection Portable Concrete Barriers – Phase I
|
Wisconsin Department of Transportation |
|
TRP-03-366-17 |
2017-08-08 |
| 34-in. Tall Thrie Beam Transition to Concrete Buttress
|
Nebraska Department of Transportation |
34AGT-1 34AGT-2 |
TRP-03-367-19-R1 |
2019-07-02 |
| 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 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 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 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 |
| MASH TL-3 Evaluation of Concrete and Asphalt Tied-Down Anchorage for Portable Concrete Barrier
|
Wisconsin Department of Transportation |
WITD-1 WITD-2 |
TRP-03-386-19 |
2019-04-12 |
| Development of a PCB Steel Cover Plate for Large Open Joints - Phase 1
|
Midwest Pooled Fund Program |
|
TRP-03-387a-21 |
2021-03-23 |
| Development of a PCB Steel Cover Plate for Large Open Joints - Phase II
|
Midwest Pooled Fund Program |
GSH-1 GSH-2 |
TRP-03-387b-20 |
2020-12-17 |
| 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 |
| 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 |
| Development of Iowa DOT Combination Bridge Separation Barrier with Bicycle Railing - Phase I
|
Iowa Department of Transportation |
|
TRP-03-397-19 |
2019-08-16 |
| Crash Testing and Evaluation of an Open Bridge Concrete Railing
|
Midwest Pooled Fund Program |
OCBR-1 OCBR-2 OCBR-3 |
TRP-03-406b-24 |
2024-02-29 |
| Development and Testing of a Bridge Rail for Low-Volume Roads
|
Nebraska Department of Transportation |
N2BR-1 |
TRP-03-407-20 |
2020-09-03 |
| Development of Iowa DOT Combination Bridge Separation Barrier with Bicycle Railing – Phase II
|
Iowa Department of Transportation |
IBBR-1 |
TRP-03-408-20 |
2020-07-17 |
| Development and Testing of an Optimized MASH TL-4 Concrete Bridge Rail
|
Midwest Pooled Fund Program |
4CBR-1 |
TRP-03-415-21 |
2021-03-26 |
| Full-Scale Crash Test of a Two-Bar Metal Bridge Rail
|
North Carolina Department of Transportation |
NCBR-1 NCBR-2 |
TRP-03-419-19 |
2019-11-27 |
| Crash Testing and Evaluation of the HDOT 34-in. Tall Aesthetic Concrete Bridge Rail: MASH Test Designation Nos. 3-10 and 3-11
|
Hawaii Department of Transportation |
H34BR-1 H34BR-2 |
TRP-03-420-19 |
2019-10-21 |
| In-Service Performance Evaluation of Concrete Sloped End Treatments in Iowa
|
Iowa Department of Transportation |
|
TRP-03-421-20 |
2020-10-12 |
| Crash Testing and Evaluation of the HDOT 42-in. Tall, Aesthetic Concrete Bridge Rail: MASH Test Designation Nos. 3-10 and 3-11
|
Hawaii Department of Transportation |
H42BR-1 H42BR-2 |
TRP-03-424-20 |
2020-01-09 |
| Modification and MASH 2016 TL-3 Evaluation of the Asphalt Pin Tie-Down for F-Shape PCB
|
Wisconsin Department of Transportation |
WITD-3 |
TRP-03-428-21 |
2021-08-23 |
| Evaluation of Flare Rates for Approach Guardrail Transitions – Phase I
|
Midwest Pooled Fund Program |
|
TRP-03-439a-22 |
2022-11-22 |
| Evaluation of Flared Approach Guardrail Transitions: Test No. FLAGT-2
|
Midwest Pooled Fund Program |
FLAGT-2 |
TRP-03-439c-25 |
2025-12-12 |
| MASH 2016 Test Level 3 Evaluation of MnDOT Bicycle and Pedestrian Rail
|
Minnesota Department of Transportation |
MNPD-3 |
TRP-03-443-20 |
2020-12-11 |
| Evaluation of Permanent Concrete Barriers to MASH 2016
|
Midwest Pooled Fund Program |
|
TRP-03-454-24 |
2024-08-14 |
| Crash Testing and Evaluation of the HDOT 42-in. Tall, Solid Concrete Bridge Rail with Aesthetic Recessed Rounded Panels and 6-in. Tall Sidewalk: MASH Test Designation Nos. 3-10 and 3-11
|
Hawaii Department of Transportation |
H42S-1 H42S-2 |
TRP-03-455-22 |
2022-12-15 |
| Crash Testing and Evaluation of the HDOT 34-in. Tall, Aesthetic Concrete Bridge Rail with Pedestrian Handrail and Sidewalk: MASH Test Designation Nos. 3-10 and 3-11
|
Hawaii Department of Transportation |
HP34S-1 HP34S-2 |
TRP-03-456-22 |
2022-08-26 |
| Development of a New, MASH 2016 TL-3 Portable Barrier System – Phase I
|
Wisconsin Department of Transportation |
|
TRP-03-460-22 |
2022-05-16 |
| MASH TL-6 Evaluation of a 62-in. Tall, Single-Slope, Concrete Median Barrier
|
Mid-America Transportation Center |
MTL-6 |
TRP-03-463-23 |
2023-07-25 |
| Crash Testing and Evaluation of the HDOT 34-in. Tall Aesthetic Concrete Bridge Rail with Pedestrian Handrail
|
Hawaii Department of Transportation |
HP34-1 |
TRP-03-466-22 |
2022-08-26 |
| 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 |
| Investigation, Crash Testing, and Evaluation of a MASH TL-4 Precast Concrete Bridge Rail
|
Iowa Department of Transportation |
ABCBRM-1 |
TRP-03-476-24 |
2024-07-26 |
| Modification and Evaluation of the Asphalt Pin Tie-Down for F-shape PCB: Test No. WITD-4
|
Midwest Pooled Fund Program |
WITD-4 |
TRP-03-488-24 |
2024-12-17 |
| 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 |
| Design of an Advanced MASH TL-3 Portable Barrier
|
Midwest Pooled Fund Program |
|
TRP-03-500-25 |
2025-12-17 |