More than a Pretty Face(ade): Meeting Safety and Historic Requirements in Concrete Barriers

Recently, the Rutgers Infrastructure Monitoring and Evaluation (RIME) Group, a multi-modal transportation infrastructure research and education facility, was tasked to develop an open-faced concrete balustrade design that meets the aesthetic requirements of the Historic Preservation Office (HPO) and the safety requirements of FHWA. The RIME research team used computer simulation—detailed finite element analysis via LS-DYNA—and full-scale crash testing according to MASH TL-4 safety performance criteria. The result was a historical and crash-tested parapet for the Pulaski Skyway that can be used to replace similar barriers nation-wide while maintaining safety and retaining its aesthetic shape.

Dr. Hani Nassif, Professor of Civil and Environmental Engineering at Rutgers University and the lead Principal Investigator, spoke about the project at NJDOT’s Bureau of Research Lunch Session, on Monday, July 17. His talk, which is part of an ongoing Tech Talk series, gave an overview of the design, modeling and crash testing of open-faced concrete barriers, a study which started three years ago, spurred by a 2011 change in AASHTO requirements adopted by FHWA. This was the first completed study with these new requirements, partly due to cost—it costs a minimum of $250,000 to complete each crash test—and partly because the HPO was reluctant to replace parts of the Pulaski Skyway until recently preferring to preserve and redesign the current balustrade.

The study had a significant modeling component conducted using the LS-DYNA simulation program, a program that analyzes the nonlinear response of structures. Next, RIME did a parametric study before the physical testing began. The function of the new barrier is to bring the truck back into the lane, so the physical tests had a box truck, pickup truck, and sedan hit the barrier joints specifically, but at different angles. In all three instances, the vehicles were controlled and redirected back into traffic.

The result was that the testing was successful and met MASH requirements and the new barrier is in queue for approval by the FHWA. Other conclusions from the study are that dynamic finite element modeling is a good tool, and a computer simulation validated with full-scale test data can replace a full-scale test.  Dr. Nassif noted that one future task is to design a guardrail transition terminal, checking the barrier with MASH TL5 using LS DYNA Model and then crash test if the models provide acceptable results.

The Lunchtime event, the second installment of the Tech Talk series, was well-attended with about 40 NJDOT and industry professionals.  For those present, the event provided opportunities for back and forth Q&A, including a discussion about damage to the infrastructure based on the test barrier specifications. One attendee commented that he was looking forward to follow-up on the project regarding FHWA’s response.

The Rutgers Infrastructure Monitoring and Evaluation (RIME) Group is a multi-modal transportation infrastructure research and education facility that focuses on structural health monitoring, advanced concrete materials, finite element analysis, traffic and transportation analysis, and life cycle cost analysis.   

The Project Team included:
Lead PI: Hani Nassif, Ph.D., Rutgers University
Co-PIs: Malcolm Ray, PE, Ph.D., Chuck Plaxico, Ph.D., Roadsafe LLC
Research Affiliates: Andrew Wassef, Dan Su, Ph.D., Chaekuk Na, Ph.D.
Giri Venkiteela served as NJDOT Project Manager

Resources

Nassif, H. (2017). More than a Pretty Face(ade): Meeting Safety & Historic Requirements in Concrete Barriers (Presentation).

Autonomous Cars and Our Disrupted Future

On May 3, 2017, the Tech Talks lunch series was launched with a presentation from Dr. Scott Le Vine on “The Autonomous Car and Our Disrupted Future.” Held in the multi-purpose room at NJDOT’s headquarters, the event was well-attended, drawing a multi-disciplinary audience of some 50 employees from NJDOT. The session provided an opportunity to receive continuing education credits—Professional Development Hours (PDH) credits for professional engineers and AICP maintenance credits for planners.

In his 50-minute talk, Dr. Le Vine, an Assistant Professor in Urban Planning at the State University of New York (SUNY) at New Paltz, described the current “state-of-play” as to research on the development, implementation and effects of automated vehicles. He noted that major car manufacturers already sell higher-end vehicles equipped with active blind spot assistance, automated braking, self-parking, lane-departure warning and variable speed-cruise controls. The adoption of these autonomous-car technologies may portend a driverless vehicle future, but there are still many barriers—technological, infrastructural, legal, economic, and human, among others—to reaching a highly or fully automated driving system environment.

Dr. Le Vine’s talk covered a good deal of instructive ground. He explained the building blocks of autonomous driving which require a car equipped with sensor systems as well as the capability to process its readings so that it can identify where it is and what is happening around it. There are also several levels of automation—reflecting different levels of customer preference and human driver monitoring of the vehicle—and cautioned that the prospects and timing for a fully automated vehicle operating with near-100% reliability are highly uncertain.

In his remarks about litigation and liability, he discussed the “current rules of the road” and the legal standard, “Assured Clear Distances Ahead” (ACDA), for safe-traveling distances between vehicles:

“When an automobile approaches from the rear, he or she is bound to… exercise reasonable care to avoid colliding with the other vehicle.  The driver of a forward vehicle has a right superior to that of a following vehicle’s drive.”

He posited that autonomous vehicle (AV) designers may maximize ACDA-compliance both to ensure safety and minimize their potential legal liability. While individual drivers today may choose to operate without keeping safe distance to cars ahead, AV manufacturers would be compelled to program vehicles to operate more cautiously to avoid legal liabilities. Interestingly, programming AV vehicles for ACDA compliance could have adverse traffic congestion consequences. Still, as the size of the overall AV fleet increases, or where AV vehicles could congregate in platoons, there is a potential for AV vehicles to closely follow which could improve lane capacity and reduce congestion.

Both in his talk and in the issues raised during the Q&A session with participating NJDOT staff, Dr. Le Vine touched upon possible effects, forms of risk, and high levels of uncertainty in AV adoption. These uncertainties complicate the picture today and warrant scenario-type exercises for planners. These include issues of terror and security, data privacy and software hacking; fleet age and turnover; market penetration and rates of adoption of AVs; regional land use patterns (e.g., sprawl vs. centralizing patterns) and total VMT effects; competitive shares for taxi, shared mobility and transit services; traditional car ownership models or leasing arrangements from auto suppliers to manage rapid advancements in technology and obsolescence; location and role of parking; design of streets and drop-off points; segregation or co-existence of AVs with pedestrian and cyclists; etc.

Levels of Automation

Click to enlarge / Source: Scott Le Vine

Despite the uncertainties, Dr. Le Vine made clear that significant R&D investments and entrepreneurial bets are being made on automated vehicles. Many sectors and stakeholders are motivated to advance toward this new frontier in transportation, including: auto industry and original equipment manufacturers (OEMs), information technology companies (IT), transport network companies (TNCs), shared mobility and transit, and goods movement sector. Governments at all levels must get better educated and better prepared to facilitate this future as well as mitigate the truly transformative effects of this new technology.
Dr. Le Vine’s research presentation is available on the Bureau of Research’s website devoted to the Technology Transfer Program. His presentation contains links to several other research articles on the topic that he has prepared.

Resources

Le Vine, S. (2017). The Autonomous Car and our Disrupted Future (Presentation).

Le Vine, S., Zolfaghari, A., & Polak, J. (2015). Autonomous cars: The tension between occupant experience and intersection capacity. Transportation Research Part C: Emerging Technologies, 52, 1-14.

Pawlak, J., Le Vine, S., Polak, J., Sivakumar, A., & Kopp, J. (2015). ICT AND Physical Mobility: State of knowledge and future outlook. Institute for Mobility Research, Imperial College London, UK.

18th Annual NJDOT Research Showcase

On behalf of the NJDOT Bureau of Research, the New Jersey Local Technical Assistance Program (NJ LTAP) at Rutgers’ Center for Advanced Infrastructure and Transportation (CAIT) invites NJDOT staff and customers to come learn about research and technology transfer activities being conducted by university research partners and their associates at the 18th Annual NJDOT Research Showcase. The Showcase took place on October 26, 2016.

The 19th Annual NJDOT Research Showcase will be held on October 25, 2017.

Below is a list of presentations from the 18th Annual NJDOT Research Showcase. All the files listed below are in PDF.

Environment

Green Sorbent Media for Mitigation of Urban Road Runoff Pollution (3.7MB)

General

An Overview of U.S. DOT’s Multi-modal Research (1.7MB)

TRB Overview (3.2m)

Infrastructure

Center for Research and Education in Advanced Transportation Engineering Systems (CREATEs) (3.7MB)

Performance-Related Mix Design and Balanced Mix Design (5.1MB)

State of Practice for the Design of Bridge Fender Systems with Polymeric Materials (1.2MB)

Mobility

Personal Intersection Speed Advisory System (PISAS) (1.6MB)

The Use of Technology Enabled Rideshare Services in New Jersey: An Examination of Uber Usage in the Garden State(6.8MB)

Safety

Truck Side Guards (2.8MB)

Truck Side Guards Specifications (343KB)

Virtual Guide Dog: The Next Generation Pedestrian Signal for the Visually Impaired (1.6MB)

GRS-IBS Makes Quick Work of Bridge Replacement

When flooding forced the closure of the Jessup Mill Road Bridge over Edward’s Run in Mantua Township, New Jersey, county officials turned to a quick but effective solution to reopen the vital community link: geosynthetic reinforced soil-integrated bridge system technology.

New Jersey’s first GRS-IBS project replaced a flood-damaged bridge in Gloucester County

New Jersey’s first GRS-IBS project replaced a flood-damaged bridge in Gloucester County. Video: View EDC Geosynthetic Reinforced Soil-Integrated Bridge System presentation

“We had observed the use of innovative bridge construction methods in other states that reduce time,” said Vincent Voltaggio, Gloucester County engineer. “In particular, we wanted to explore the use of GRS-IBS methods for our application.”

GRS-IBS, an Every Day Counts innovation since 2011, is helping meet the nationwide demand for small, single-span bridges by delivering low-cost, durable structures that can be built with commonly available equipment and materials. Instead of using joints, deep foundations, approach slabs or cast-in-place concrete, this project used a prefabricated superstructure supported on GRS-IBS abutments built using layers of geosynthetic reinforcement and compacted fill.

Built in 1925 and rehabilitated in 1940, the Jessup Mill Road Bridge included a reinforced concrete arch culvert and an 84-inch diameter corrugated metal pipe that was beyond repair, requiring a 6-mile detour for the 2,300 travelers who used the bridge each day.

Although GRS-IBS was a new approach in New Jersey, Gloucester County officials chose the technology to minimize the cost and duration of the bridge replacement, which took place from December 2014 to March 2015. Using GRS-IBS cut at least a month—about 25 percent—from the construction timeline, and the experience gained from the county’s first use of the innovation is expected to save even more time on future projects. Using GRS-IBS instead of conventional construction also allowed crews to replace the bridge during winter weather.

The new structure was constructed within the footprint of the old bridge to maintain both vertical and horizontal alignment. The span is 22 feet long and 32 feet wide to accommodate two 11-foot lanes and 5-foot shoulders.

Curtis Shugars, Vincent Voltaggio, Heather Simmons, Robert Damminger, Ron Moore and Michael Sheahen celebrate the opening of the new Jessup Mill Road Bridge.

Curtis Shugars, Vincent Voltaggio, Heather Simmons, Robert Damminger, Ron Moore and Michael Sheahen celebrate the opening of the new Jessup Mill Road Bridge.

The new bridge used a prefabricated superstructure consisting of prestressed concrete beams and a composite reinforced concrete deck supported on a GRS-IBS structure. The U-shaped GRS abutments and wing walls kept the new bridge within the right-of-way limits.

Jessup Mill Road is about 13.5 feet above the Edward’s Run channel bed. The 17-inch-thick concrete superstructure provided the greatest hydraulic opening of the alternative bridge types evaluated.

“This bridge has been completely replaced and is modern and safe,” said Robert Damminger, director of the Gloucester County Board of Freeholders. “We appreciate the patience of those that have been affected by this bridge closure, but now we can all be confident this bridge will not be a danger to our motorists or the community.”

Joseph Spadea is a senior engineer and project manager for Pennoni Associates Inc. in Newark, Delaware.

This article first appeared in the September/October 2015 issue of the Innovator (Issue 50, FHWA-15-CAI-011).