Category Archives: Research Project

Quantifying Greenhouse Gas Emissions of Asphalt Pavement Preservation at Construction and Use Stages Using Life Cycle Assessment

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Employing pavement preservation techniques can help reduce greenhouse gas emissions, and contribute to savings for both transportation agencies and drivers, according to a recently published study in the International Journal of Sustainable Transportation. The researchers determined that extending the life of pavement through preventive maintenance  can reduce greenhouse gases by 2 percent; save transportation agencies between 10 to 30 percent in spending; and reduce cost for drivers between 2 to 5 percent on fuel consumption, tire wear, vehicle repair, and maintenance because of smoother surfaces (Bates 2019). This research can assist transportation agencies like NJDOT and local public agencies consider the right maintenance strategies when determining environmental effects in future projects.

This research is notable, in part, because pavement preservation has been a hot topic among many state highway agencies.  The Federal Highway Administration’s Every Day Counts (EDC) program brought greater attention to the benefits of pavement preservation by making it one of its national initiatives in the fourth round of the EDC program. Through EDC-4, many states made commitments to increase their use of pavement preservation treatments and give a fuller commitment to its integration in their maintenance programs (FHWA 2018a).

NJDOT has significantly increased its use of preventive maintenance treatments on roadways in good or fair condition in recent years. Applying preventive maintenance treatments early has proven to be cost-effective by slowing the rate of deterioration and allowing NJDOT to reduce the backlog of deficient pavements.  The lead author  for this research, Hao Wang, previously worked as the co-investigator on a NJDOT-funded research study, Appropriate Implementation of Pavement Preservation Treatments, completed in 2015. That study looked at the pavement preservation techniques that NJDOT could use on its high volume state-maintained roads (Wang & Vitillo 2015).

Pavement preservation consists of surface refreshment to alleviate functional indicators of deterioration, such as friction, minor cracking, or oxidation. The three pavement preservation treatments considered in this recently published research were thin asphalt overlay (placing up to 2 inches of asphalt on roads), chip seal (spraying asphalt emulsion on pavement and laying aggregate), and crack seal (filling cracks with rubberized asphalt or polymer-modified asphalt with some filler).

While previous studies have looked at the environmental impact of preservation treatments at the construction stage, few have considered how the change in pavement smoothness affects vehicle fuel consumption and tailpipe emissions. The purpose of this study was therefore to systematically look at both the construction and use stage to determine the environmental impacts of several pavement preservation treatments throughout the whole life-cycle.

In order to quantify the environmental impact, the researchers used life-cycle assessment (LCA), focusing specifically on CO2 emission for global warming potential (GWP). To determine the emissions during construction stage, the group looked at the raw material, manufacturing, transport, and placement.

Illustration of different stages in pavement LCA with system boundary (Wang et  al. 2019)

Researchers measured pavement condition using the International Roughness Index (IRI), which states are required to report to the FHWA as it provides a standardized and objective measurement methodology. IRI models for pre- and post-treatment were then created with data obtained from the Long-Term Pavement Performance (LTTP) program Specific Pavement Studies (SPS-3). The LTTP program was established in 1986, and has been maintained by the FHWA since 1991, with the purpose of collecting and storing pavement performance data in a centralized database (FHWA 2019). SPS-3: Preventive Maintenance Effectiveness of Flexible Pavements specifically compares the effectiveness and mechanisms of selected maintenance treatments to preserve and extend pavement service life, safety, and ride quality (FHWA 2018).

The pavement’s pre- and post-treatment effects on vehicle fuel consumption and air quality were then analyzed using data from the Highway Development and Management Tool (HDM-4) and the Motor Vehicle Emission Simulator (MOVES). HDM-4 is a software package that is used worldwide for analysis, planning, management, and appraisal of road maintenance, improvements, and investment decisions. MOVES is the EPA’s emission modeling system for mobile sources, which is used at all project levels to estimate for criteria air pollutants, greenhouse gases, and air toxics.

The results for the CO2 emissions at the construction stage showed significant differences in energy consumption for the three pavement preservation treatments, mostly due to the varying raw materials and manufacturing processes. Thin asphalt overlay had the highest energy consumption, followed by chip seal, and then crack seal, which requires a comparatively small amount of material over the entire process. Additionally, thin asphalt overlay tends to have a higher cost compared to the other two. At the use stage though, thin overlay showed the highest reduction of CO2 emissions, based on the post-treatment IRI values, and crack seal the lowest reduction.

A machine compacts asphalt over existing pavement at a construction site at John F. Kennedy International Airport in New York City (Wang 2019).

Despite their environmental impacts, the various preservation treatments still had an overall benefit when quantified using a life-cycle assessment approach, according to the researchers. Additionally, they found that the timing of preservation treatment could have a large effect on the subsequent emissions at the use stage. Specifically, for thin overlay and chip seal, the optimal time to achieve maximum life-cycle environmental benefit becomes earlier as traffic volume or initial IRI value increases. Despite the variance in effectiveness over the life-cycle, all three treatments reduced emissions overall.

In explaining the rationale for the research, the study’s authors  note that transportation sector is second to electricity in generating greenhouse gas emissions among all U.S. end-use sectors at 27 percent. Additionally, fuel consumption of vehicles accounted for 83 percent of the total greenhouse gas emissions within the transportation sector in 2015. In December 2018, Governor Phil Murphy announced that New Jersey would be rejoining the Regional Greenhouse Gas Initiative, a group of neighboring states that have set policy goals and initiatives in order to achieve a 100-percent clean-energy portfolio by 2050 (Murphy 2018). Improving the performance of existing highways is well-aligned with this initiative.

By filling the gap in research focused on  the entire life-cycle environmental impacts of pavement preservation treatments, the research offers important information for life-cycle assessment in future roadway projects. As transportation agencies look at how to manage their current assets, reduce costs, and avoid and minimize environmental impacts, pavement preservation offers a multitude of benefits to help achieve these goals.

Shown above is a Bergkamp M1, which can be used for slurry seal and microsurfacing. Source: By Eric Pulley – Own work, CC BY-SA 3.0, https://commons.wikimedia.org/w/index.php?curid=5176467

Citations:

Bates, Todd. “Keeping Roads in Good Shape Reduces Greenhouse Gas Emissions, Rutgers-Led Study Finds.” Rutgers Today. January 14, 2019. https://news.rutgers.edu/keeping-roads-good-shape-reduces-greenhouse-gas-emissions-rutgers-led-study-finds/20190114#.XH2SRYhKiUl.

BTS. “Road Condition.” Bureau of Transportation Statistics. June 2015. https://www.bts.gov/content/road-condition.

FHWA. “Long-Term Pavement Performance.” FHWA. 2019. https://highways.dot.gov/long-term-infrastructure-performance/ltpp/long-term-pavement-performance.

FHWA. “Pavement Preservation (When, Where, and How).” Center for Accelerating Innovation. May 30, 2018a. https://www.fhwa.dot.gov/innovation/everydaycounts/edc_4/pavement.cfm.

FHWA. “Specific Pavement Studies.” FHWA. March 12, 2018b. https://highways.dot.gov/long-term-pavement-performance/data-collection/specific-pavement-studies.

Murphy, Phil. “Murphy Administration Proposes Rules For State’s Re-Entry Into Regional Greenhouse Gas Initiative.” Office of the Governor. December 17, 2018. https://nj.gov/governor/news/news/562018/approved/20181217b.shtml.

Vitillo, Nicholas, and Hao Wang. “Appropriate Implementation of Pavement Preservation Treatments.” NJDOT. April 2015. https://www.state.nj.us/transportation/refdata/research/reports/FHWA-NJ-2015-011-I.pdf.

Wang, Hao, Israa Al-Saadi, Pan Lu, and Abbas Jasim. “Quantifying Greenhouse Gas Emission of Asphalt Pavement Preservation at Construction and Use Stages Using Life-cycle Assessment.” International Journal of Sustainable Transportation. January 11, 2019. https://www.tandfonline.com/doi/abs/10.1080/15568318.2018.1519086?journalCode=ujst20.

The Use of Porous Concrete for Sidewalks

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In December 2017, a team of researchers at the Center for Advanced Infrastructure and Transportation (CAIT) at Rutgers University published a research study for NJDOT on “The Use of Porous Concrete for Sidewalks.” A porous concrete sidewalk typically consists of a porous concrete slab on top of an open graded stone reservoir layer. A filter fabric is placed between the underlying soil and the reservoir layer. One of the most important benefits of porous concrete is its effectiveness for stormwater management, i.e. improving water runoff quality, reducing stormwater runoff, and restoring groundwater supplies. However, there are concerns related to its construction, cost, maintenance, and durability.

Rodding and finishing of a porous slab. Photo source: Najm, 2017.

The primary objective of the research study was to evaluate the various factors that influence the performance of porous concrete in sidewalks. These include hydraulic performance to meet New Jersey Department of Environmental Protection (NJDEP) regulations and structural performance to meet typical sidewalk strength requirements as well as life-cycle cost and maintenance requirements. The researchers compared the performance of porous concrete in sidewalks with other materials, such as conventional concrete and asphalt alternatives, and tested various pervious concrete mixes to evaluate the hydrological and structural performance and energy budget versus conventional concrete mixes. The team also conducted a cost benefit analysis for use of porous concrete on sidewalks versus alternatives. The study resulted in recommendations and guidelines that NJDOT could use to inform the mitigation of stormwater runoff and development of maintenance standards.

The study found that the effectiveness of porous concrete in reducing stormwater runoff could contribute to cost savings. The research report examined a number of important considerations affecting the broader implementation of this technology. A life-cycle cost analysis of three sidewalk design alternatives—porous concrete, porous asphalt, and conventional concrete—found that porous concrete had the highest initial construction cost, with conventional concrete coming in slightly less, and porous asphalt being the cheapest. The study showed that the service life of porous concrete may be shorter than conventional concrete, driving up the life-cycle cost and potentially offsetting the savings from stormwater management best practices. For porous asphalt, which has the shortest service life, findings showed that if the service life ratio of porous asphalt compared to conventional concrete was greater than 0.60, then porous asphalt would be the most economically competitive option of the three. Another consideration in some areas is that it may be less effective to implement porous pavement if the soil has low permeability. The report notes that, once implemented, periodic maintenance is required to prevent clogging from debris and sediments, and freezing in the winter to avoid failure due to freeze and thaw cycles.

Porous concrete beam during flexural test. Photo source: Najm, 2017

The research team recommended that next steps should include construction of a porous concrete sidewalk and a porous asphalt sidewalk for long- and short-term performance testing. They noted that implementation should include geotechnical evaluation of the subsoil layers for infiltration rates, hydraulic design and storm-runoff analysis, selection of porous mix design based on NJDOT specifications and contractor recommendations, sample prisms and cylinders extracted for lab tests, scheduled maintenance based on NJDEP and NJDOT guidelines, and regular inspection. While there are environmental benefits to the implementation, such as filtration of contaminants like metals, oils and grease, to improve water quality and reduce chloride pollution, there are also concerns it can cause groundwater contamination. These concerns, along with recommended further performance testing, highlight the importance of interim steps before wider implementation.

Pervious pavement is a key component of green infrastructure methods that seek to improve stormwater management. The New Jersey Department of Environmental Protection lists the practice among others such as rain barrels, cisterns, and rain gardens/bioretention basins as strategies that can be implemented on a variety of scales in order to both treat runoff and reduce runoff volume. Yet, as the report notes, there has been little published research on performance and practical experience in the United States, highlighting the researchers’ final recommendation for further testing.

Sources

Green Infrastructure in New Jersey. (2018). Retrieved from https://www.nj.gov/dep/gi/More_Info.html

Najm, H., Wang, H., Miskewitz, R., Roda, A. M., Ali, A., He, H., Chen, X., Hencken, J. (2017). The Use of Porous Concrete for Sidewalks. Retrieved from https://www.state.nj.us/transportation/refdata/research/reports/FHWA-NJ-2018-001.pdf

Najm, H., Wang, H., Miskewitz, R., Roda, A. M., Ali, A., He, H., Chen, X., Hencken, J. (2017). Technical Brief: The Use of Porous Concrete for Sidewalks. Retrieved from https://www.state.nj.us/transportation/refdata/research/reports/FHWA-NJ-2018-001-TB.pdf

Identifying High Risk Bridges in New Jersey

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A team of researchers from New Jersey Institute of Technology have improved upon methods to identify high risk bridges in New Jersey to facilitate prioritization for repair or replacement. They have accomplished this through validating and advancing a new multi-dimensional model to analyze bridge scour and make appropriate recommendations. Bridge scour is the gradual removal of sediment around bridge abutments or piers caused by water movement, which can affect the long-term integrity of a bridge structure. By collaborating with three New Jersey consulting firms, the researchers hope to transfer their findings for statewide application.

Read a short technical brief summarizing the project background and findings (November 2017)

The researchers developed a “Scour Evaluation Model” or SEM that reflects New Jersey’s unique geological and hydrologic/hydraulic conditions while taking a more comprehensive approach than previous practices. NJDOT joins a number of other state DOTs that use a modified method for scour evaluation, as standard methods have often yielded conservative values for scour depth, or yielded disparities between predicted and observed scour.

SEM uses seven parameters to evaluate scour risk. One key parameter is the use of envelope curves, which “correlates the upper range of expected scour depth with a measurable hydraulic variable such as embankment length or pier width.” It was originally developed by USGS and original curves were based on bridge studies in 14 states. Many of the bridges were located in South Carolina’s Coastal Plain, which has a similar geology to New Jersey.

Another key parameter is determining whether a bridge has experienced a 100 year storm, and if so, how it performed. The other five include erosion resistance of streambed, bridge age, field scour observations, channel stability, and HEC-1800 scour calculations.

In their report, the team summarized the impacts of their SEM application. The bridges were rated by priority levels (1-4) based on the analysis. First, 17 bridges were evaluated using an abbreviated SEM procedure to prescreen high risk bridges. These 17 bridges were determined to be Priority 1 (high risk) or Priority 2 (medium-high risk) and in need of repair or replacement.

Secondly, the project evaluated 12 bridges fully using SEM with the participation of three consulting firms. Two of the bridges in the study were found to be Priority 1 (high risk), one bridge was found to be Priority 3 (medium to low risk) and nine bridges were found to be Priority 4 (low risk). The low risk bridges were then recommended for removal from the scour critical list.

Third, the research study was able to validate the use of “envelope curves” to evaluate scour at 15 bridges across 9 New Jersey counties with a range of characteristics and flooding histories.

The team’s goal was to accelerate the transfer of the model into statewide practice, so that it can be fully applied to New Jersey’s inventory of scour critical bridges. This was accomplished through meetings, conference calls and field visits with participating consultants.

The team’s full research and implementation process can be read in the following report:
SCOUR Evaluation Model Implementation Phase

View the team’s presentation slides from the 19th Annual NJDOT Research Showcase