| Modification and Evaluation of the Asphalt Pin Tie-Down for F-shape PCB: Test No. WITD-4 |
|
WITD-4 |
TRP-03-488-24 |
2024-12-17 |
| Further Evaluation of End Terminal Adjacent to Curb: MASH Test Designation Nos. 3-30 and 3-32 |
|
CET-1
CET-2 |
TRP-03-469-24 |
2024-12-16 |
| Approach Guardrail Transition Retrofit to Existing Buttresses & Bridge Rails |
|
|
TRP-03-480-24 |
2024-09-05 |
| Evaluation of the MGS with Half Post Spacing and 7-ft Posts Adjacent to Slope |
|
MGS7S-1
MGS7S-2 |
TRP-03-452-24 |
2024-08-22 |
| Evaluation of Permanent Concrete Barriers to MASH 2016 |
|
|
TRP-03-454-24 |
2024-08-14 |
| Investigation, Crash Testing, and Evaluation of a MASH TL-4 Precast Concrete Bridge Rail |
|
ABCBRM-1 |
TRP-03-476-24 |
2024-07-26 |
| MASH Bullnose Installation Manual |
|
|
MASH Bullnose Installation Manual |
2024-05-20 |
| Crash Testing and Evaluation of an Open Bridge Concrete Railing |
|
OCBR-1
OCBR-2
OCBR-3 |
TRP-03-406b-24 |
2024-02-29 |
| Crash Testing and Evaluation of the New York State Box Beam to Weak-Post W-Beam Transition |
|
NYBWT-1
NYBWT-2
NYBWT-3 |
TRP-03-414-24 |
2024-02-27 |
| Development of a TL-1 Timber, Curb-type, Bridge Railing for use on Transverse, Nail-Laminated, Timber Bridges |
|
WVBR-1 |
TRP-03-211-09 |
2023-12-07 |
| Development of a MASH Test Level 4 Open Concrete Bridge Rail |
|
|
TRP-03-406a-23 |
2023-11-30 |
| Adaptation and Development of a MASH TL-1 Low-Height, Glulam Timber Bridge Railing for Use on Transverse Glulam Decks |
|
|
TRP-03-467-23-R1 |
2023-09-13 |
| MASH TL-6 Evaluation of a 62-in. Tall, Single-Slope, Concrete Median Barrier |
|
MTL-6 |
TRP-03-463-23 |
2023-07-25 |
| Crashworthy Perforated Square Steel Tube (PSST) Mailbox Support – Phase I |
|
|
TRP-03-473-23 |
2023-07-24 |
| Adaptation and Development of NCHRP 350 TL-2 Low-Profile, Concrete Bridge Railing System for AASHTO MASH TL-1 Concrete Bridge Decks |
|
|
TRP-03-470-23 |
2023-07-12 |
| Evaluation of Midwest Guardrail System with Reduced Embedment and Reduced Post Spacing for Low-Fill Culverts and Other Applications |
|
|
TRP-03-468-23 |
2023-04-24 |
| Crash-Tested Bridge Railings and Transitions for Wood Bridges – Phase IIa |
|
|
TRP-03-465-23 |
2023-03-20 |
| 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 |
|
H42S-1
H42S-2 |
TRP-03-455-22 |
2022-12-15 |
| 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 |
|
H42ST-1
H42ST-2 |
TRP-03-472-22 |
2022-12-13 |
| MASH Test Designation Nos. 3-11 & 3-17 of a Non-Proprietary, High-Tension Cable Median Barrier with Closed-Section Posts |
|
MTP-1
MTP-2 |
TRP-03-431-22 |
2022-12-01 |
| Development of a MASH TL-3 Compliant Parapet Mounted Fence |
|
|
TRP-03-434-22 |
2022-12-01 |
| Evaluation of Flare Rates for Approach Guardrail Transitions – Phase I |
|
|
TRP-03-439a-22 |
2022-11-22 |
| Crash Testing and Evaluation of the HDOT 34-in. Tall Aesthetic Concrete Bridge Rail with Pedestrian Handrail |
|
HP34-1 |
TRP-03-466-22 |
2022-08-26 |
| 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 |
|
HP34S-1
HP34S-2 |
TRP-03-456-22 |
2022-08-26 |
| MASH TL-3 Evaluation of Transition to Hawaii Modified Delaware Retrofit Thrie-Beam Bridge Rail |
|
HMDT-1
HMDT-2
HMDT-3
HMDT-4 |
TRP-03-449-22 |
2022-08-22 |
| Development of a New, MASH 2016 TL-3 Portable Barrier System – Phase I |
|
|
TRP-03-460-22 |
2022-05-16 |
| Development and Validation of a Thrie-Beam AGT LS-DYNA Model |
|
|
TRP-03-441-22 |
2022-05-13 |
| Crash Testing and Evaluation of the Hawaii Modified Delaware Retrofit Thrie-Beam Bridge Rail on Sidewalk: MASH Test Nos. 3-10 and 3-11 |
|
HMDBR-1
HMDBR-2
HMDBR-3 |
TRP-03-448-21 |
2021-11-12 |
| MGS with Curb and Omitted Post: Evaluation to MASH 2016 Test No. 3-11 |
|
MGSCO-4 |
TRP-03-433-21 |
2021-11-11 |
| Investigation and Development of a MASH Test Level 6 Barrier - Phase III |
|
|
TRP-03-457-21 |
2021-10-01 |
| Modification and MASH 2016 TL-3 Evaluation of the Asphalt Pin Tie-Down for F-Shape PCB |
|
WITD-3 |
TRP-03-428-21 |
2021-08-23 |
| Phase IB Crash Testing of Single, U-Channel Sign Supports and Surrogate, Reusable, Test Vehicle Development |
|
|
TRP-03-445-21 |
2021-05-27 |
| Steel Railing, Type IL-OH: MASH Evaluation and Implementation Guidance |
|
|
TRP-03-438-21 |
2021-04-27 |
| Alternative Design of Low-Tension Cable Barrier Adjacent to Steep Slopes |
|
|
TRP-03-334-21 |
2021-04-27 |
| MASH 2016 Test Level 4 Evaluation of MNDOT Concrete Parapet with Brush Curb and Upper Beam and Post Rail with New Tapered End Section |
|
MNCBR-1
MNCBR-2
MNCBR-3 |
TRP-03-403-21 |
2021-03-26 |
| Development and Testing of an Optimized MASH TL-4 Concrete Bridge Rail |
|
4CBR-1 |
TRP-03-415-21 |
2021-03-26 |
| Development of a PCB Steel Cover Plate for Large Open Joints - Phase 1 |
|
|
TRP-03-387a-21 |
2021-03-23 |
| Evaluation and Update of MASH Test Vehicles |
|
|
TRP-03-427-20 |
2021-01-22 |
| Development of a MASH TL-3 Approach Guardrail Transition to a MASH TL-4 Steel Bridge Rail |
|
STBRT-1
STBRT-2 |
TRP-03-411-20 |
2020-12-23 |
| Development of a PCB Steel Cover Plate for Large Open Joints - Phase II |
|
GSH-1
GSH-2 |
TRP-03-387b-20 |
2020-12-17 |
| Steel Post Version of Trailing-End Anchorage System – Phase I |
|
|
TRP-03-370a-20 |
2020-12-17 |
| MASH Evaluation of the Steel-Post, Trailing-End Anchorage System |
|
SPDA-1
SPDA-2 |
TRP-03-370b-20 |
2020-12-17 |
| Performance Evaluation of Missouri DOT Dual-Post, U-Channel Sign Support According to MASH 2016 |
|
MOS-5
MOS-6
MOS-7 |
TRP-03-426-20 |
2020-12-16 |
| MASH 2016 Test Level 3 Evaluation of MnDOT Bicycle and Pedestrian Rail |
|
MNPD-3 |
TRP-03-443-20 |
2020-12-11 |
| MASH Full-Scale Testing of Single-Post, U-Channel Sign Supports |
|
UCSS-1 |
TRP-03-440-20-R1 |
2020-11-10 |
| Development of a Standardized Buttress for Approach Guardrail Transitions |
|
AGTB-1
AGTB-2 |
TRP-03-369-20 |
2020-11-10 |
| Dynamic Testing and Evaluation of Culvert-Mounted, Strong-Post MGS to TL-3 Guidelines of MASH 2016 |
|
CMGS-1
CMGS-2 |
TRP-03-383-20-R1 |
2020-11-02 |
| In-Service Performance Evaluation of Concrete Sloped End Treatments in Iowa |
|
|
TRP-03-421-20 |
2020-10-12 |
| Guidance for Installation of Midwest Guardrail System Adjacent to Slopes |
|
|
TRP-03-376-20 |
2020-09-29 |
| MASH 2016 Evaluation of a Non-Proprietary Type III Barricade: MASH Test Designation No. 3-72 |
|
WZNP-2 |
TRP-03-416-20 |
2020-09-25 |
| In-Service Performance Evaluation of KDOT’s Cable Median Barrier |
|
|
TRP-03-436-20 |
2020-09-04 |
| Development and Testing of a Bridge Rail for Low-Volume Roads |
|
N2BR-1 |
TRP-03-407-20 |
2020-09-03 |
| MASH Testing of Bullnose with Breakaway Steel Posts (Test Nos. MSPBN-4 through MSPBN-8) |
|
MSPBN-4
MSPBN-5
MSPBN-6
MSPBN-7
MSPBN-8 |
TRP-03-418-20 |
2020-09-01 |
| Phase I MASH Testing of a Thrie Beam Bullnose with Breakaway Steel Posts (Test Nos. MSPBN-1, -2, and -3) |
|
MSPBN-1
MSPBN-2
MSPBN-3 |
TRP-03-389-20 |
2020-08-27 |
| Evaluation of the MGS Placed 6 in. behind a 6-in. tall AASHTO Type B Curb to MASH TL-3 |
|
MGSC-7
MGSC-8 |
TRP-03-390-20 |
2020-08-27 |
| Development of a MASH Test Level 4 Steel, Side-Mounted, Beam-and-Post, Bridge Rail |
|
STBR-1
STBR-2
STBR-3
STBR-4 |
TRP-03-410-20 |
2020-07-20 |
| Development of Iowa DOT Combination Bridge Separation Barrier with Bicycle Railing – Phase II |
|
IBBR-1 |
TRP-03-408-20 |
2020-07-17 |
| MASH 2016 Evaluation of the Modified Thrie Beam System |
|
MTB-1
MTB-2 |
TRP-03-417-20 |
2020-07-16 |
| Crash-Tested Bridge Railings and Transitions for Wood Bridges – Phase I |
|
|
TRP-03-429-20 |
2020-07-15 |
| Development of a Post-to-Deck Connection for a TL-4 Steel-Tube Bridge Rail |
|
|
TRP-03-409-20 |
2020-05-27 |
| Crash Testing and Evaluation of the Hawaii Thrie Beam Approach Guardrail Transition: MASH Test Nos. 3-20 and 3-21 |
|
HWTT-1
HWTT-2 |
TRP-03-425-20 |
2020-03-20 |
| Crash Testing and Evaluation of the HDOT 42-in. Tall, Aesthetic Concrete Bridge Rail: MASH Test Designation Nos. 3-10 and 3-11 |
|
H42BR-1
H42BR-2 |
TRP-03-424-20 |
2020-01-09 |
| Investigation and Development of a MASH Test Level 6 Barrier, Phase II |
|
|
TRP-03-430-20 |
2020-01-01 |
| Design and Evaluation of Sleeve Nut through Tensile Testing |
|
|
TRP-03-412-19 |
2019-12-11 |
| Full-Scale Crash Test of a Two-Bar Metal Bridge Rail |
|
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 |
|
H34BR-1
H34BR-2 |
TRP-03-420-19 |
2019-10-21 |
| Top-Mounted Sockets for Weak-Post MGS on Culverts |
|
|
TRP-03-368-19 |
2019-10-04 |
| Development of Iowa DOT Combination Bridge Separation Barrier with Bicycle Railing - Phase I |
|
|
TRP-03-397-19 |
2019-08-16 |
| 34-in. Tall Thrie Beam Transition to Concrete Buttress |
|
34AGT-1
34AGT-2 |
TRP-03-367-19-R1 |
2019-07-02 |
| Design of Closed-Section Post For Use in a Non-Proprietary High-Tension Cable Median Barrier |
|
|
TRP-03-380-19 |
2019-04-22 |
| MGS with Curb and Omitted Post: Evaluation to MASH 2016 Test Designation No. 3-10 |
|
MGSCO-1
MGSCO-2 |
TRP-03-393-19 |
2019-04-12 |
| MASH TL-3 Evaluation of Concrete and Asphalt Tied-Down Anchorage for Portable Concrete Barrier |
|
WITD-1
WITD-2 |
TRP-03-386-19 |
2019-04-12 |
| Evaluation of the Minnesota Noise Wall and Rubrail System |
|
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 |
|
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 |
|
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 |
|
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 |
|
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 |
|
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 |
|
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 |
|
NJPCB-1 |
TRP-03-338-18 |
2018-12-06 |
| MASH TL-3 Evaluation of the Unreinforced, Single-Slope Concrete Median Barrier |
|
OSSB-1 |
TRP-03-388-18 |
2018-11-19 |
| Investigation and Development of a MASH Test Level 6 Barrier, Phase I |
|
|
TRP-03-404-18 |
2018-10-01 |
| MASH 2016 Evaluation of a Non-Proprietary Type III Barricade |
|
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 |
|
|
TRP-03-375-18 |
2018-07-17 |
| Heavy Truck and Bus Traversability at Highway-Rail Grade Crossings |
|
UTCRS-1
UTCRS-2
UTCRS-3
UTCRS-4 |
TRP-03-392-18 |
2018-06-29 |
| Phase II Evaluation of Floor Pan Tearing for Cable Barrier Systems |
|
|
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) |
|
MWP-9 |
TRP-03-360-18 |
2018-03-30 |
| Increased Span Length for the MGS Long-Span Guardrail System Part III: Failure Analysis |
|
|
TRP-03-362-17 |
2017-09-29 |
| Development of a Transition Between Free-Standing and Reduced-Deflection Portable Concrete Barriers – Phase I |
|
|
TRP-03-366-17 |
2017-08-08 |
| Safety Investigation and Design Guidance for Curbs Near Energy-Absorbing End Terminals |
|
|
TRP-03-358-17 |
2017-07-10 |
| Phase II Vehicle Dynamics Testing of Roadside Rock Liners |
|
RDL-1 |
TRP-03-364-17 |
2017-07-10 |
| Placement of Breakaway Light Poles Located Directly Behind Midwest Guardrail System (MGS) |
|
ILT-1
ILT-2 |
TRP-03-361-17 |
2017-06-29 |
| Evaluation of Floorpan Tearing and Cable Splices for Cable Barrier Systems |
|
|
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) |
|
MWP-8 |
TRP-03-331-17 |
2017-05-10 |
| Length of Need and Minimum System Length for F-Shape Portable Concrete Barrier |
|
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 |
|
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 |
|
MGSLS-1
MGSLS-2 |
TRP-03-339-17 |
2017-04-07 |
| LS-DYNA® Modeling Enhancement Support |
|
|
TRP-03-357-17 |
2017-04-06 |
| Development of the Manitoba Constrained-Width, Tall Wall Barrier |
|
MAN-1 |
TRP-03-356-16 |
2016-09-26 |
| Development of a Transition Between an Energy-Absorbing Concrete Barrier and a Rigid Buttress |
|
|
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 |
|
|
TRP-03-333-16 |
2016-08-23 |
| Midwest Guardrail System (MGS) Placed Adjacent to a 1V:2H Fill Slope with 6-ft Posts |
|
MGSS-1 |
TRP-03-320-16 |
2016-08-22 |
| MASH Test Nos. 3-11 and 3-10 on a Non-Proprietary Cable Median Barrier |
|
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 |
|
AZRP-1 |
TRP-03-329-15 |
2016-05-17 |
| Continued Development of a Non-Proprietary, High-Tension, Cable End Terminal System |
|
|
TRP-03-332-16 |
2016-04-29 |
| Phase I Evaluation of Selected Concrete Material in LS-DYNA |
|
|
TRP-03-330-16 |
2016-04-29 |
| Cable-to-Post Attachments for Use in Non-Proprietary High-Tension Cable Median Barrier – Phase II |
|
|
TRP-03-323-16 |
2016-03-24 |
| Midwest Guardrail System (MGS) with an Omitted Post |
|
MGSMP-1 |
TRP-03-326-16 |
2016-02-22 |
| Development of a Crashworthy Pedestrian Rail |
|
APR-1
APR-2 |
TRP-03-321-15 |
2016-01-18 |
| Dynamic Post Testing Review |
|
|
TRP-03-328-15 |
2015-12-15 |
| MASH Test Nos. 3-17 and 3-11 on a Non-Proprietary Cable Median Barrier |
|
MWP-1
MWP-2
MWP-3 |
TRP-03-303-15 |
2015-11-03 |
| MASH TL-4 Crash Testing and Evaluation of the RESTORE Barrier |
|
SFH-1
SFH-2
SFH-3 |
TRP-03-318-15 |
2015-11-03 |
| Attachment of Combination Rails to Concrete Parapets Utilizing Epoxy Adhesive Anchors |
|
|
TRP-03-325-15 |
2015-11-03 |
| Development and Evaluation of Weak-Post W-Beam Guardrail in Mow Strips |
|
MGSMS-1 |
TRP-03-322-15 |
2015-10-01 |
| Conceptual Development of an Impact-Attenuation System for Intersecting Roadways |
|
|
TRP-03-312-15 |
2015-09-30 |
| MGS Dynamic Deflections and Working Widths at Lower Speeds |
|
|
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 |
|
|
TRP-03-317-15 |
2015-07-29 |
| Cable-to-Post Attachments for Use in Non-Proprietary High-Tension Cable Median Barrier - Phase II |
|
|
TRP-03-313-15 |
2015-06-02 |
| Design of an Improved Post for Use in a Non-Proprietary High-Tension Cable Median Barrier |
|
|
TRP-03-286-15 |
2015-05-07 |
| Development of Socketed Foundations for S3x5.7 Posts |
|
|
TRP-03-293-15 |
2015-04-28 |
| Phase II Ponderosa Pine Round-Post Equivalency Study |
|
|
TRP-03-315-14 |
2015-02-04 |
| Increased Span Length for the MGS Long-Span Guardrail System |
|
|
TRP-03-310-14 |
2014-12-17 |
| Roadside Grading Guidance - Phase II |
|
|
TRP-03-269-14 |
2014-10-14 |
| Phase I Assessment of Guardrail Length-of-Need |
|
|
TRP-03-284-14 |
2014-08-12 |
| Development of a Socketed Foundation for the Midwest Weak Post (MWP) V1 |
|
|
TRP-03-298-14 |
2014-07-23 |
| Dynamic Evaluation of MGS Stiffness Transition with Curb |
|
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 |
|
|
TRP-03-300-14 |
2014-06-26 |
| Predicting the Dynamic Fracture of Steel via a Non Local Strain- Energy Density Failure Criterion |
|
|
TRP-03-311-14 |
2014-06-23 |
| Cable Guardrail with Strong J-Bolts |
|
NYJ-1
NYJ-2
NYJ-3 |
TRP-03-299-14 |
2014-05-29 |
| Universal Breakaway Steel Post for Other Applications |
|
|
TRP-03-288-14 |
2014-04-01 |
| Development of a Retrofit, Low-Deflection, Temporary Concrete Barrier System |
|
RDTCB-1
RDTCB-2 |
TRP-03-295-14 |
2014-03-31 |
| Extending TL-2 Short-Radius Guardrail to Larger Radii |
|
|
TRP-03-296-14 |
2014-03-31 |
| Dynamic Testing of a Non-Proprietary, High-Tension, Cable End Terminal System |
|
|
TRP-03-294-14 |
2014-03-21 |
| Zone of Intrusion for Permanent 9.1-Degree Single-Slope Concrete Barriers |
|
|
TRP-03-292-13 |
2014-03-14 |
| Midwest Guardrail System (MGS) Implementation |
|
|
169 |
2014-02-19 |
| Safety Performance Evaluation of Weak-Post, W-Beam Guardrail Attached to Culvert |
|
|
TRP-03-277-14 |
2014-02-12 |
| Evaluation of Energy Absorbers for Use in a Roadside/Median Barrier |
|
|
TRP-03-280-14 |
2014-02-06 |
| Phase I Ponderosa Pine Round Post Equivalency Study |
|
|
TRP-03-287-13 |
2013-11-22 |
| Downstream Anchoring Requirements For The Midwest Guardrail System |
|
WIDA-1
WIDA-2 |
TRP-03-279-13 |
2013-10-28 |
| Midwest Guardrail System (MGS) With Southern Yellow Pine Posts |
|
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 |
|
|
TRP-03-285-13 |
2013-08-29 |
| Post Weld And Epoxy Anchorage Variations For W-Beam Guardrail Attached To Low-Fill Culverts |
|
|
TRP-03-278-13 |
2013-08-12 |
| Minimum Effective Guardrail Length For The MGS |
|
MGSMIN-1 |
TRP-03-276-13 |
2013-08-12 |
| Development Of A New Energy-Absorbing Roadside/Median Barrier System With Restorable Elastomer Cartridges |
|
|
TRP-03-281-13 |
2013-07-16 |
| Cable Median Barrier Failure Analysis and Remediation Phase II |
|
|
TRP-03-319-13 |
2013-06-20 |
| Energy Analysis of Vehicle-to-Cable Barrier Impacts |
|
|
TRP-03-283-13 |
2013-06-11 |
| Cost-Effective Treatment of Existing Guardrail Systems |
|
|
TRP-03-254-13 |
2013-05-05 |
| Evaluation of the New York Low-Tension Three-Cable Barrier on Curved Alignment |
|
NYCC-1
NYCC-2
NYCC-3 |
TRP-03-263-12 |
2013-02-19 |
| Safety Performance Evaluation of the Non-blocked Midwest Guardrail System (MGS) |
|
MGSNB-1
MGSNB-2 |
TRP-03-262-12 |
2013-01-24 |
| Dynamic Testing of MGS W6x8.5 Posts at Decreased Embedment |
|
|
TRP-03-271-12 |
2012-12-17 |
| Cable Median Barrier Failure Analysis and Prevention |
|
|
TRP-03-275-12 |
2012-12-17 |
| Determination of the Maximum MGS Mounting Height - Phase II Detailed Analysis with LS-DYNA |
|
|
TRP-03-274-12 |
2012-12-05 |
| Evaluation of a Non-Proprietary, High-Tension, Four-Cable Median Barrier on Level Terrain |
|
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 |
|
|
TRP-03-264-12 |
2012-11-26 |
| Cost-Effective Safety Treatments for Low-Volume Roads |
|
|
TRP-03-222-12 |
2012-08-24 |
| Safety Investigation and Guidance for Retrofitting Existing Approach Guardrail Transitions |
|
|
TRP-03-266-12 |
2012-08-21 |
| Development and Recommendations for a Non-Proprietary, High-Tension, Cable End Terminal System |
|
|
TRP-03-268-12 |
2012-07-17 |
| Test Matrices for Evaluating Cable Median Barriers Placed in V-Ditches |
|
|
TRP-03-265-12 |
2012-07-13 |
| Improved Models of Cable-to-Post Attachments for High-Tension Cable Barriers |
|
|
TRP-03-267-12 |
2012-05-25 |
| Phase II Development of a Non-Proprietary, Four-Cable, High Tension Median Barrier |
|
4CMB-4
4CMB-5 |
TRP-03-253-12 |
2012-03-21 |
| Synthesis of Crash Cushion Guidance |
|
|
TRP-03-252-12 |
2012-03-20 |
| Determination of the Maximum MGS Mounting Height - Phase I Crash Testing |
|
MGSMRH-1
MGSMRH-2 |
TRP-03-255-12 |
2012-03-09 |
| Phase I Development of an Aesthetic, Precast Concrete Bridge Rail |
|
|
TRP-03-239-12 |
2012-02-13 |
| Development of a Socketed Foundation for Cable Barrier Posts-Phase I |
|
|
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 |
|
|
TRP-03-231-11 |
2012-02-01 |
| Development of an Economical Guardrail System for use on Wire-Faced, MSE Walls |
|
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 |
|
|
TRP-03-256-12 |
2012-02-01 |
| Phase I Development of a Non-Proprietary, Four-Cable, High Tension Median Barrier |
|
4CMB-1
4CMB-2
4CMB-3 |
TRP-03-213-11 |
2011-12-28 |
| Roadside Grading Guidance-Phase I |
|
|
TRP-03-251-11 |
2011-12-19 |
| Evaluation of the In-Service Safety Performance of Safety-Shape and Vertical Concrete Barriers |
|
|
TRP-03-259-11 |
2011-12-16 |
| Development of Alternative Wood-Post MGS Approach Guardrail Transition |
|
|
TRP-03-243-11 |
2011-11-28 |
| Crash Testing of Various Erosion Control Features - Phase I: Preliminary Guidelines |
|
|
TRP-03-249-11 |
2011-11-28 |
| Performance Evaluation of Brass Breakaway Couplings |
|
|
TRP-03-248-10 |
2011-05-31 |
| Design and Evaluation of a High-Tension Cable Median Barrier Attachment |
|
|
TRP-03-228-11 |
2011-05-11 |
| Evaluation of the Midwest Guardrail System (MGS) with White Pine Wood Posts |
|
MGSWP-1 |
TRP-03-241-11 |
2011-03-28 |
| Development of the MGS Approach Guardrail Transition Using Standardized Steel Posts |
|
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 |
|
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 |
|
|
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) |
|
MGSC-6 |
TRP-03-237-10 |
2010-11-24 |
| Zone of Intrusion Study |
|
|
TRP-03-242-10 |
2010-10-15 |
| Review of State DOT Guardrail Construction Practices and Policies |
|
|
TRP-03-240-10 |
2010-09-30 |
| Update to Cable Barrier Literature Review |
|
|
TRP-03-227-10 |
2010-08-12 |
| Development of a Low-Cost, Energy-Absorbing Bridge Rail |
|
MGSBR-1
MGSBR-2 |
TRP-03-226-10 |
2010-08-11 |
| Investigating the Use of a New Universal Breakaway Steel Post-Phase 2 |
|
USPBN-2 |
TRP-03-230-10 |
2010-08-09 |
| Development of Advanced Finite Element Material Models for Cable Barrier Wire Rope |
|
|
TRP-03-233-10 (MATC-UNL-220) |
2010-08-02 |
| Development of a Temporary Concrete Barrier to Permanent Concrete Median Barrier Approach Transition |
|
TCBT-1
TCBT-2 |
TRP-03-208-10 |
2010-07-15 |
| Foundation Design for High Tension Cable Guardrails |
|
|
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 |
|
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 |
|
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 |
|
NYTCB-5 |
TRP-03-224-10 |
2010-01-27 |
| Performance Evaluation of Type II and Type IIA Box Beam End Terminals |
|
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 |
|
|
TRP-03-223-09 |
2009-12-22 |
| Termination and Anchorage of Temporary Concrete Barriers |
|
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 |
|
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 |
|
MGSC-5 |
TRP-03-221-09 |
2009-09-30 |
| Dynamic Evaluation of a Pinned Anchoring System for New York State's Temporary Concrete Barriers |
|
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 |
|
|
TRP-03-212-09 |
2009-08-13 |
| Investigating the Use of a New Universal Breakaway Steel Post |
|
USPBN-1 |
TRP-03-218-09 |
2009-08-03 |
| Identification of Vehicular Impact Conditions Associated with Serious Ran-Off-Road Crashes, Vol I, II |
|
|
TRP-03-219-09 |
2009-05-07 |
| Analysis, Design, and Dynamic Evaluation of a TL-2 Rough Stone Masonry Guardwall |
|
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 |
|
MGSC-1
MGSC-2
MGSC-3
MGSC-4 |
TRP-03-205-09 |
2009-05-06 |
| Evaluation of Safety Treatments for Roadside Culverts |
|
|
TRP-03-201-09 |
2009-04-24 |
| Cable Median Barrier Guidelines |
|
|
TRP-03-206-08 |
2009-03-04 |
| Analysis of Existing Work-Zone Devices with MASH Safety Performance Criteria |
|
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 |
|
CMB-1
CMB-2
CMB-3 |
TRP-03-195-08 |
2008-12-08 |
| Approach Slope for Midwest Guardrail System |
|
MGSAS-1
MGSAS-2 |
TRP-03-188-08 |
2008-12-04 |
| Performance Evaluation of Safety Grates for Cross-Drainage Culverts |
|
KSCG-1
KSCG-2 |
TRP-03-196-08 |
2008-10-23 |
| Guidelines for Guardrail Implementation |
|
|
TRP-03-207-08 |
2008-09-26 |
| Design and Evaluation of a Low-Tension Cable Guardrail End Terminal System |
|
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) |
|
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 |
|
CBPP-1 |
TRP-03-190-08 |
2008-04-18 |
| Dynamic Impact Testing of CRT Wood Posts in a Rigid Sleeve |
|
|
TRP-03-198-08 |
2008-04-11 |
| Aesthetic Barrier Literature Review |
|
|
TRP-03-197-07 |
2008-04-10 |
| Evaluation of Box Beam Stiffening of Unanchored Temporary Concrete Barriers |
|
NYTCB-1
NYTCB-2
NYTCB-3 |
TRP-03-202-08 |
2008-03-14 |
| Evaluation of a Modified Three Cable Guardrail Adjacent to Steep Slope |
|
CS-2 |
TRP-03-192-08 |
2008-03-04 |
| Phase IV Development of a Short-Radius Guardrail for Intersecting Roadways |
|
SR-7
SR-8 |
TRP-03-199-08 |
2008-02-29 |
| Design and Evaluation of High-Tension Cable Median Barrier Hardware |
|
|
TRP-03-200-08 |
2008-02-25 |
| Evaluation of Rigid Hazards Placed in the Zone of Intrusion |
|
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 |
|
|
TRP-03-186-07 |
2007-12-19 |
| Development of a TL-5 Vertical Faced Concrete Median Barrier Incorporating Head Ejection Criteria |
|
TL5CMB-2 |
TRP-03-194-07 |
2007-12-10 |
| Phase III Development of a Short-Radius Guardrail for Intersecting Roadways |
|
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 |
|
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 |
|
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 |
|
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 |
|
|
TRP-03-182-07 (TCB Steel Strap) |
2007-04-09 |
| Investigating the use of Small-Diameter Softwood as Guardrail Posts (Dynamic Test Results) |
|
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 |
|
|
TRP-03-165-07 |
2007-03-23 |
| Development of a Tie-Down and Transition Systems for Temporary Concrete Barrier on Asphalt Road Surfaces |
|
FTB-1
FTB-2 |
TRP-03-180-06 |
2007-02-23 |
| Design and Evaluation of an Open Combination Traffic/Bicycle Bridge Railing System |
|
MOBR-1
MOBR-2 |
TRP-03-162-07 |
2007-02-09 |
| Safety Performance Evaluation of Minnesota's Temporary Rigid Panel Sign Stand Systems |
|
|
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) |
|
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) |
|
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) |
|
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 |
|
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 |
|
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) |
|
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 |
|
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) |
|
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) |
|
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 |
|
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) |
|
2214WB-1 |
TRP-03-168-06 |
2006-10-06 |
| Development of the GC-8000 Bridge Railing and Transition |
|
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 |
|
ACBR-1 |
TRP-03-148-05 |
2005-12-01 |
| Safety Performance Evaluation of Missouri's Ground-Mounted Temporary Sign Stands - Phase II |
|
M-3 |
TRP-03-158-05 |
2005-03-08 |
| Design and Evaluation of Minnesota's Timber Rub-Rail for Noise Barriers |
|
MNTR-1 |
TRP-03-156-05 |
2005-03-08 |
| Evaluation of Alternate Cable Anchor Designs and Three-Cable Guardrail Adjacent to Steep Slope |
|
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) |
|
|
TRP-03-157-04 |
2005-01-24 |
| Dynamic Testing of Wooden Guardrail Posts-White and Red Pine Species Equivalency Study |
|
|
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 |
|
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 |
|
|
TRP-03-149-04 |
2004-04-30 |
| Safety Performance Evaluation of the Nebraska Open Bridge Rail on an Inverted Tee Bridge Deck |
|
NIT-1 |
TRP-03-133-04 |
2004-01-21 |
| Cable Guardrail End Terminal Simulation FHWA Center of Excellence in DYNA3D Analysis |
|
|
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 |
|
|
TRP-03-143-03 |
2003-10-24 |
| Phase II Development of a Short-Radius Guardrail for Intersecting Roadways |
|
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 |
|
KTB-1 |
TRP-03-134-03 |
2003-08-22 |
| Safety Performance Evaluation of Michigan's 4x5 Portable Sign Support |
|
MI-4 |
TRP-03-135-03 |
2003-06-20 |
| Deflection Limits for Temporary Concrete Barriers |
|
|
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) |
|
|
TRP-03-136-03 |
2003-06-12 |
| Development of a Steel H-Section Temporary Barrier for Use in Limited Deflection Applications |
|
HTB-1
HTB-2 |
TRP-03-120-03 |
2003-05-30 |
| Development of Standards for Placement of Steel Guardrail Posts in Rock |
|
PR-1 |
TRP-03-119-03 |
2003-05-30 |
| Performance Analysis of Welch Products Recycled Rubber Spacer Block |
|
|
TRP-03-132-03 |
2003-03-16 |
| Two Test Level 2 Bridge Railing and Transition Systems for Transverse Glue-Laminated Timber Decks |
|
STCR-1
STCR-2
WRBP-1
WRBP-2 |
TRP-03-125-03 |
2003-03-11 |
| Guidelines for Attachments to Bridge Rails and Median Barriers |
|
|
TRP-03-098-03 |
2003-02-26 |
| Bridge Rails and Transitions for Pedestrian Protection |
|
|
TRP-03-127-03 |
2003-02-20 |
| Embankment Widening and Slopes for Energy Absorbing End Terminals |
|
|
TRP-03-126-02 |
2003-02-07 |
| Safety Performance Evaluation of Michigan's Temporary Traffic Control Devices |
|
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 |
|
|
TRP-03-129-03 |
2003-01-23 |
| Dynamic Impact Testing of S 75 x 8.5 Steel Posts (Cable Barrier Posts) |
|
|
TRP-03-117-02 |
2002-11-15 |
| NCHRP 350 Development and Testing of a Guardrail Connection to Low-Fill Culverts |
|
KC-1
KC-2 |
TRP-03-114-02 |
2002-11-01 |
| Analysis of Sign Attachments to Breakaway Luminaire Supports |
|
|
TRP-03-122-02 |
2002-10-23 |
| Development of a Low-Profile Bridge Rail for Test Level 2 Applications |
|
LPBR-1 |
TRP-03-109-02 |
2002-08-20 |
| Development of a Tie-Down System for Temporary Concrete Barriers |
|
ITD-1 |
TRP-03-115-02 |
2002-08-16 |
| Cable Barrier Literature Review |
|
|
TRP-03-118-02 |
2002-07-10 |
| Two Test Level 4 Bridge Railing and Transition Systems for Transverse Glue-Laminated Timber Decks |
|
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 |
|
MNS-1
MNS-2
MNS-3 |
TRP-03-107-01 |
2002-01-29 |
| Guardrail and Guardrail Terminals Installed Over Curbs - Phase II |
|
NEC-2 |
TRP-03-105-00 |
2001-11-05 |
| Safety Performance Evaluation of Missouri's Self-Driving Temporary Sign Stands |
|
M-1
M-2 |
TRP-03-097-00 |
2000-12-13 |
| Crash Testing of Michigan's Type B (W-Beam) Guardrail System - Phase II |
|
MIW-2 |
TRP-03-104-00 |
2000-12-13 |
| Safety Performance Evaluation of Minnesota's Aluminum Type III Barricades |
|
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 |
|
MOSW-1 |
TRP-03-099-00 |
2000-10-16 |
| Concept Development of a Short-Radius Guardrail System for Intersecting Roadways |
|
|
TRP-03-100-00 |
2000-09-12 |
| Crash Testing of Missouri's W-Beam to Thrie-Beam Transition Element |
|
MWT-1
MWT-2 |
TRP-03-094-00 |
2000-09-12 |
| Development of the TBC-8000 Bridge Railing |
|
FSTC-1 |
TRP-03-030-93 |
2000-09-05 |
| Phase III Development of a Bullnose Guardrail System for Median Applications |
|
MBN-5
MBN-6
MBN-7
MBN-8
MBN-9 |
TRP-03-095-00 |
2000-06-01 |
| Guardrail and Guardrail Terminals Installed Over Curbs |
|
NEC-1 |
TRP-03-083-99 |
2000-03-21 |
| Development of an Approach Guardrail Transition Attached to a Thrie Beam and Channel Bridge Railing |
|
MST-1
MST-2 |
TRP-03-091-99 |
2000-03-21 |
| Crash Testing of Michigan's Type B (W-Beam) Guardrail System |
|
MIW-1 |
TRP-03-090-99 |
1999-11-10 |
| Development of a 7.62-m LONG SPAN GUARDRAIL SYSTEM-PHASE II |
|
OLS-3 |
TRP-03-088-99 |
1999-08-13 |
| Compliance Testing of Iowa's Skid-Mounted Sign Device |
|
I-1
I-2 |
TRP-03-086-99 |
1999-07-23 |
| Dynamic Impact Testing of Guardrail Posts Embedded in Soil |
|
|
TRP-03-077-98 |
1999-07-21 |
| Critical Impact Points for Crash Testing Transitions |
|
|
TRP-03-084-99 |
1999-04-16 |
| Development of a 7.62-m Long Span Guardrail System |
|
OLS-1
OLS-2 |
TRP-03-072-99 |
1999-04-06 |
| Phase II Development of a Bullnose Guardrail System for Median Applications |
|
MBN-3
MBN-4 |
TRP-03-078-98 |
1998-12-18 |
| Crash Testing of South Dakota's Cable Guardrail to W-Beam Transition |
|
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 |
|
MNPD-1
MNPD-2 |
TRP-03-074-98 |
1998-11-30 |
| Concept Development of a Bullnose Guardrail System for Median Applications |
|
MBN-1
MBN-2 |
TRP-03-073-98 |
1998-05-22 |
| Two Approach Guardrail Transitions for Concrete Safety Shape Barriers |
|
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 |
|
NEBT-1 |
TRP-03-070-98 |
1998-05-01 |
| Development of a Temporary Barrier System for Off-Road Applications |
|
KTS-1 |
TRP-03-066-98 |
1998-03-01 |
| A Review of Breakaway Supports for Small Signs and Mailbox Installations |
|
|
TRP-03-068-98 |
1997-11-17 |
| Guardrail Need for Embankments and Culverts |
|
|
TRP-03-065-97 |
1997-06-01 |
| Development of an Effective Flared Guardrail Terminal |
|
KBCT-1 |
TRP-03-056-96 |
1997-06-01 |
| Development of a Flexible Bridge Railing for Longitudinal Timber Decks |
|
LVBR-1
LVBR-2 |
TRP-03-062-96 |
1997-06-01 |
| NCHRP Report 350 Compliance Testing of the BEST System |
|
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 |
|
ITMP-1
ITMP-2 |
TRP-03-064-96 |
1996-12-01 |
| Guardrail Testing Program II Final Report Volumes I and II |
|
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 |
|
LVBR-3 |
TRP-03-061-96 |
1996-09-01 |
| Performance Level 2 Tests on a 29-in. Open Concrete Bridge Rail |
|
NEOCR-3
NEOCR-4
NEOCR-5
NEOCR-6 |
TRP-03-051-95 |
1996-06-01 |
| Development of Guardail Runout Length Calculation Procedures |
|
|
TRP-03-057-96 |
1996-05-01 |
| Performance Evaluation of KDOT W-Beam Systems, Volume I, II |
|
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 |
|
|
TRP-03-055-96 |
1996-04-30 |
| TL-1 Curb-Type Bridge Railing for Longitudinal Glulam Timber Decks Located on Low-Volume Roads |
|
CTBR-1 |
TRP-03-054-96 |
1996-04-01 |
| Test Level 4 Evaluation of the Minnesota Combination Bridge Rail |
|
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 |
|
MTSS-1
MTSS-2 |
TRP-03-047-95 |
1995-11-01 |
| Evaluation of the Effect of Wood Quality on W-beam Guardrail Performance |
|
|
TRP-03-060-96 |
1995-11-01 |
| Performance Evaluation of a Dual Support Sign with Ground Mounted Pipe Posts and Multi-Directional Slip Bases |
|
MO2-1
MO2-2 |
TRP-03-050-95 |
1995-09-20 |
| Design and Testing of a Dual Support Breakaway Sign |
|
MO3-1
MO3-2 |
TRP-03-048-95 |
1995-09-06 |
| Safety Performance Evaluation of the Steel Backed Wood Rail to Bridge Rail Transition |
|
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 |
|
GWMP-1
GWMP-2
GWMP-3 |
TRP-03-045-94 (GWMP) |
1995-06-01 |
| Crash Testing of Standard South Dakota Road Closure Gates |
|
SDG-1
SDG-2 |
TRP-03-044-94 |
1995-01-01 |
| Concept Design and Analysis of Nebraska Turned-Down Approach Terminal Sections |
|
|
TRP-03-045-95 (Turndown) |
1995-01-01 |
| Development of a Metal Cutting W-Beam Guardrail Terminal |
|
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 |
|
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 |
|
MO6C-1 |
TRP-03-040-94 |
1994-04-01 |
| Dynamic Evaluation of Missouri's Modified Bridge Anchor Section |
|
MBAS-1 |
TRP-03-038-93 |
1994-02-01 |
| Safety Performance Evaluation of the Foothills Parkway Bridge Rail |
|
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 |
|
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 |
|
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 |
|
36-1 |
TRP-03-036-92 |
1993-03-01 |
| Safety Performance Evaluation of the Steel-Backed Log Rail |
|
SBLR-1
SBLR-2 |
TRP-03-035-92 |
1992-12-01 |
| Safety Performance Evaluation on the Nebraska Turned-Down Approach Terminal Section |
|
NETD-1 |
TRP-03-032-92 |
1992-10-01 |
| AASHTO PL-1 Performance Level Crash Tests on the Natchez Trace Parkway Bridge Rail |
|
NTBR-1
NTBR-2
|
TRP-03-034-92 |
1992-10-01 |
| Performance Level 1 Tests on the Nebraska Open Concrete Bridge Rail |
|
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 |
|
|
TRP-03-022-90 |
1991-12-01 |
| Performance Level 2 Tests on the Missouri 30 in. New Jersey Safety Shape Bridge Rail |
|
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 |
|
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 |
|
KSCR-1 |
TRP-03-026-91 |
1991-07-01 |
| Full-Scale 4,500 lb. Vehicle Crash Test on the Permanent Precast Concrete Median Barrier |
|
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 |
|
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 |
|
I6-1 |
TRP-03-021-90 |
1990-01-01 |
| Full-Scale 18,000 lb. Vehicle Crash Test on the Iowa Retrofit Concrete Barrier Rail |
|
I4-1
I4-2 |
TRP-03-019-90 |
1990-01-01 |
| Full-Scale Vehicle Crash Test on the Iowa Steel Temporary Barrier Rail |
|
I5-1 |
TRP-03-020-89 |
1989-12-01 |
| Static Tests on Collapsing Guardrail Designs |
|
|
TRP-03-018-89 |
1989-07-01 |
| Full-Scale Vehicle Crash Test on Nebraska Bridge Rail Barrier with a Modified New Jersey Shape |
|
N-1 |
TRP-03-016-88 |
1989-03-01 |
| Full-Scale Vehicle Crash Tests on the Iowa Retrofit Concrete Barrier Rail |
|
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 |
|
I3-1 |
TRP-03-014-88 |
1988-12-01 |
| Comparative Study of Kansas and FHWA Guardrail Transition Designs using Barrier VII Computer Simulation Model |
|
|
TRP-03-012-88 |
1988-12-01 |
| Full-Scale Vehicle Crash Tests on the Iowa Box-Aluminum Bridge Rail |
|
I1-1
I2-2 |
TRP-03-013-88 |
1988-11-01 |
| Full-Scale Vehicle Crash Tests on Nebraska Rural Mailbox Designs |
|
1
2
3
4 |
TRP-03-009-87 |
1987-08-01 |
| Full-Scale Vehicular Crash Testing of Experimental Signs on Barricade Structures |
|
1
2
3
4
5
6
7
8
9
10
11
12 |
TRP-03-017-87 |
1987-06-01 |
| Full-Scale Vehicle Crash Tests on Guardrail-Bridgerail Transition Designs with Special Post Spacing |
|
1
2
3
4
5
6 |
TRP-03-008-87 |
1987-05-01 |
| Cost-Effectiveness Comparison of Cable Guardrail vs. W-Beam Guardrail |
|
|
TRP-03-007-82 (Cable Vs. W-Beam) |
1982-08-01 |
| Static and Full-Scale Vehicle Crash Tests of a Breakaway Wooden Utility Pole |
|
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 |
|
|
TRP-03-004-79 (Guardrail Utilization) |
1980-06-01 |
| Feasibility Study of Retrofitting Concrete Median Barriers |
|
|
TRP-03-006-80 |
1980-05-30 |
| Cost-Effectiveness of Guardrail-Bridgerail Transition Improvements: Double W-Beam versus Decreased Post Spacing |
|
|
TRP-03-003-79 |
1979-08-01 |
| Feasibility Study of Breakaway Stub Concept for Wooden Utility Poles |
|
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 |
|
|
TRP-03-002-78 |
1978-08-01 |
| Cost-Effectiveness of Driveway Slope Improvements |
|
|
TRP-03-001-77 |
1977-08-01 |