Performance Evaluation Of The Permanent New Jersey Safety Shape Barrier Update To Nchrp 350 Test No 3 10 2214nj 1 PDF Download

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NCHRP Report 350 Testing of Montana Portable Concrete Safety Shape Barriers

NCHRP Report 350 Testing of Montana Portable Concrete Safety Shape Barriers
Author: Eugene Buth
Publisher:
Total Pages: 102
Release: 2003
Genre: Roads
ISBN:

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The existing Montana Department of Transportation (DOT) concrete median barrier sections are 3.048 m (10 ft) long New Jersey shaped barriers with a pin-and-loop connection. Two pairs of 25 mm (1 in.) diameter wire rope loops are connected using a 660 mm (26 in.) long, 25 mm (1 in.) diameter pin that is not restrained at the bottom. Since the system has a low probability of complying with the NCHRP Report 350 guidelines, and the expected dynamic barrier deflection under design impact conditions is greater than desired by Montana DOT, two alternate barrier connection concepts were proposed and evaluated using computer simulations. These included a modified pin-and-loop connection and a newly conceived lapped splice connection. After these two designs appeared to perform acceptably during simulation, the proposed designs were constructed for full-scale crash testing to determine whether the designs would actually meet NCHRP Report 350 crash test criteria. This report presents the details of the simulation analysis, the details of the proposed barrier designs, the details of the full-scale crash tests, and the NCHRP Report 350 evaluation of each of the tests. Both the modified pin-and-loop barrier and the lapped splice connection barrier performed acceptably for NCHRP Report 350 test 3-11.


Development of an NCHRP Report 350 TL-3 New Jersey Shape 50-inch Portable Concrete Barrier

Development of an NCHRP Report 350 TL-3 New Jersey Shape 50-inch Portable Concrete Barrier
Author: Chuck A. Plaxico
Publisher:
Total Pages: 198
Release: 2006
Genre: Concrete
ISBN:

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For roadside work-zones in areas that have opposing traffic flow, safety is enhanced if the temporary barriers incorporate a "glare-shield" that blocks headlight glare from opposing traffic. Currently-available 32-inch portable concrete barriers require the use of an add-on glare shield attached to the top of the barrier. The add-on glare shields are an extra expense and complicate barrier set-up and handling. An alternative solution was to develop a 50-inch high portable concrete barrier which is tall enough to serve as its own glare-shield. Finite element analysis was used to investigate various barrier shapes and connection schemes to identify a successful crashworthy design that would meet requirments of NCHRP Report 350 Test level 3. A 50-inch portable concrete barrier design was developed based on the results of the finite element analyses and was crash tested at the Transportation Research Center in East Liberty, Ohio. The system successfully met all safety criteria of NCHRP Report 350 and has been approved by the Federal Highway Administration for use on the National Highway System as a test level 3 device.


Two Approach Guardrail Transitions for Concrete Safety Shape Barriers

Two Approach Guardrail Transitions for Concrete Safety Shape Barriers
Author:
Publisher:
Total Pages: 172
Release: 1998
Genre: Impact
ISBN:

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Two approach guardrail transitions for use with concrete safety shape barriers were developed and crash tested. For this study, the transition systems were attached to the New Jersey safety shape concrete barrier; however, it is believed that these transition systems could be easily adapted to the F-shape barrier with no need for further crash testing. Both transition designs were constructed with two nested thrie beam rails measuring 2.66-mm thick. The first transition design was supported by nine W150x13.5 steel posts measuring, 1,981-mm long, while the second transition design was supported by nine 152-mm x 203-mm wood posts measuring 2,134-mm long. For both systems, post spacings consisted on one at 292 mm, five at 476 mm, and three at 952 mm. A triangular-shape concrete curb was constructed below the thrie beam rail on each approach guardrail transition system. The two transition systems successfully met the Test Level 3 requirements specified in NCHRP Report 350, "Recommended Procedures for the Safety Performance Evaluation of Highway Features."


Performance Evaluation of New Jersey's Portable Concrete Barrier with a Pinned Configuration and Grouted Toes, Test No. NJPCB-1

Performance Evaluation of New Jersey's Portable Concrete Barrier with a Pinned Configuration and Grouted Toes, Test No. NJPCB-1
Author: Surajkumar Bhakta
Publisher:
Total Pages: 122
Release: 2018
Genre: Roads
ISBN:

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This report documents a full-scale crash test conducted in support of a study to investigate the performance of New Jersey Department of Transportation's (NJDOT) Precast Concrete Curb, Construction Barrier, which will be referred to as portable Department of Transportation's (NJDOT) Precast Concrete Curb, Construction Barrier, which will be referred to as portable concrete barrier (PCB) in various configurations. This represents the first system as part of this study.