August 2003
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Concrete Paving Profiles

AN UPDATE ON ...
CONCRETE PAVEMENT RESEARCH PROGRAM

It’s an ambitious program directed at advancing concrete pavement technology and construction methods.

by the staff of the American Concrete Pavement Association

The program is the $30-million Concrete Pavement Technology Program, funding for which was provided in the Transportation Equity Act for the 21st Century legislation. Many of the research programs in CPTP were begun, and substantial work completed by the Innovative Pavement Research Foundation under a cooperative agreement with the Federal Highway Administration.

Chartered in 1997, the IPRF mission is to provide applied research, technology transfer, and public education on concrete pavements for highways, streets, roads, and airports. IPRF is jointly sponsored by the American Concrete Pavement Association, the Portland Cement Association, and the National Ready Mixed Concrete Association.

The FHWA is carrying out the CPTP research in partnership with states, industry, and academia. Through an oversight committee, the Transportation Research Board acts in an advisory capacity for the research on concrete pavements. The committee includes concrete contractors, material suppliers, state Department of Transportation executives, academics, and FHWA engineers, reports Suneel Vanikar, concrete pavement team leader at the FHWA’s Office of Pavement Technology.

The CPTP projects, more than 30 in all, address a range of topics including: design/analysis, construction, and repair/rehabilitation of concrete pavements; traffic management related to concrete pavement construction and repair/rehabilitation; the compatibility of ingredients in concrete mixtures; PCC overlays for rehabilitation of existing pavements; life-cycle cost analysis; development of a long-term plan for the concrete pavement research and technology program; computer-based guidelines for optimization of paving concrete; design and use of precast concrete pavement panels for construction and repair of concrete pavements; non-destructive testing; performance-related specifications; and pavement profile analysis.

Each project in the CPTP is intended to result in one or more products with potential for application in concrete pavement engineering practice. The goal of assuring that all of these products reach the intended end-users is, in itself, a major project. In fact, the FHWA has recently advertised a special project, “Technology Transfer, Deployment, and Delivery Services for the CPTP,” to achieve that goal.

Some examples of CPTP projects and products that are included in the FHWA’s current and projected implementation activities include:

Performance prediction — HIPERPAV II is a software program that predicts the long-term performance of jointed plain concrete pavement as a function of early-age behavior. Workshops already have been conducted in Pennsylvania, Iowa, and Michigan, Vanikar says.

Precast panels — Work is complete on evaluating the feasibility of using precast concrete technology to expedite concrete pavement construction. Precasting offers speed of construction and the elimination of on-site curing of concrete pavement. A pilot project was constructed in Texas, and additional pilot projects in California and Missouri are being considered. A separate contract to research precast concrete slabs for full-depth repair of deteriorated pavement joints was awarded in March 2003, with installations planned in Michigan and Colorado later this year.

Field trials — A project in California demonstrated weekend reconstruction of a section of busy interstate and another tested an ultra-thin whitetopping overlay to restore pavement serviceability. These important rehabilitation techniques are captured for other potential users in reports and videos. A similar field trial of UTW is planned in Colorado. Both field trials were developed by the IPRF.

Analysis tools — The Aurora 2000 Pavement System is a software package that was developed by industry to address concrete pavement planning, design, construction, and economics. The software was demonstrated at a technology transfer workshop in San Francisco, and further evaluations of the software are being conducted for the FHWA. This study was developed by the IPRF and was fully funded by the Portland Cement Association.

Design features — Beyond concrete thickness and strength, various features such as transverse joint design, base type, drainage design, and shoulder type must be considered during the structural design process. A project that will assist in determining the most cost-efficient combination of design features for concrete pavement — considering estimated costs and expected performance improvements of each feature — has resulted in computer software that currently is being evaluated for acceptance, Vanikar says. The vast majority of this project was developed by the IPRF.

Technology workshops — Workshops on concrete pavement technology were recently held for state DOT pavement engineers, one in Breckenridge, Colorado, and another in San Francisco. Many positive comments were received from participants. The two workshops were sponsored by the IPRF.

Mobile Concrete Laboratory — The FHWA launched the MCL several years ago to speed the transfer of new technology to highway agencies and constructors. During fiscal 2003, the MCL evaluated the use of impact-echo technology on existing concrete pavements to measure thickness, instead of using destructive cores. The MCL staff has worked with DOTs in New Jersey, Colorado, and Pennsylvania with recent presentations made in Texas, Illinois, and North Carolina. MCL is committed to fiscal 2003 projects in Florida, New York, and Pennsylvania.

Guidelines for repair/rehabilitation — Windows-based software has been developed to provide guidelines that help evaluate existing concrete pavements for repair or rehabilitation and help select materials and techniques for optimal pavement performance and cost.

Ultra-thin whitetopping — Accelerated load testing of UTW has been completed to verify design procedures, and pilot installations have been made. The FHWA’s Accelerated Loading Facility at the Turner-Fairbank Highway Research Center in McLean, Virginia, played a key role in this development. This study was completed by the IPRF.

Workability test — A new workability test for concrete, called the vibrating slope apparatus, which was developed by the U.S. Army Corps of Engineers, has been further refined by the FHWA. The VSA quantifies concrete workability by measuring the time it takes for a measured mass of concrete to move out of a chute under certain levels of vibratory energy.

Airports research

Under a separate cooperative agreement between the IPRF and the Federal Aviation Administration, a $6-million-plus research program is under way to investigate the best design and most efficient construction of concrete airport pavements. Federal funds for the airport research are generated under the Aviation Investment and Reform Act for the 21st Century airport funding legislation.

Today, the IPRF/FAA cooperative agreement has four research products to report, says Jim Lafrenz, IPRF program manager. Five more research projects were planned under a $1.88-million fiscal 2002 budget, and eight projects have been identified under a fiscal 2003 budget of $3 million. Following are four research products:

A manual: Best Practices for Airport Portland Cement Concrete Pavement Construction. The manual was released in April at the annual meeting of the American Association of Airport Executives, Lafrenz said, and it met with a positive response: “It’s something that everybody has always wanted but never had.”

A report: Improved Concrete Overlay Design Parameters for Airfield Pavements. The report documents the development of an experimental design for a large-scale, accelerated testing program at the FAA National Airfield Pavement Test Facility to obtain performance data on concrete overlays to support modern mathematical analysis methods.

A report: Innovative Rehabilitation of Pavement for Light-Load Aircraft. The goal of this project is to prove that ultra-thin whitetopping has a 20-year life cycle, Lafrenz says. In nine months, a full-scale pavement section with UTW is being subjected to 20 years of environmental wear — freeze-thaw cycles, hot and cold, wet and dry.

A project demonstrating the use of maturity meters for airport pavement. Maturity meters are an electronic method of measuring real-time strength gains of concrete as it cures. Instead of breaking beams to test strength, the maturity meters use an electronic probe placed in the concrete. The latest maturity meter can transmit by wireless technology to a computer doing the strength readings; no wired connection is needed.

Under the fiscal 2002 program, the five projects awarded were:

  • Innovative methods to test concrete in real time.
  • A design guide for cement-stabilized bases.
  • A project to document the planning and logistics needed to accomplish a fast-tracked concrete airport pavement project.
  • To develop criteria for the construction and measurement of smoothness on airport runways.
  • The fifth is a $200,000 field demonstration project, to be announced at a later date.

Real-world results

“One of the unique things about our cooperative research program is that neither the FAA nor industry runs it,” says Lafrenz. Instead, the program is guided by an oversight group composed primarily of representatives from the aviation industry. Organizations represented on the committee include the National Association of State Aviation Officials, Boeing Aircraft, the American Association of Airport Executives, the American Society of Civil Engineers, the Airport Consultants Council, and more.

“We’re using the money to produce real-world results that can benefit the airport owner and operator,” says Lafrenz. “The oversight group tells us what research they need to do their jobs.”

More projects

Other examples of projects in the FHWA Concrete Pavement Technology Program include:

Traffic management — A contract was recently awarded to demonstrate construction processes and traffic-management strategies aimed at minimizing traffic disruption and highway-user delays caused by long-life pavement construction. The project will involve surveys of motorists and residents, pilot projects on urban highways, and the documentation of planning and construction processes for such projects.

Compatible materials — Reliable tests are needed to predict and avoid incompatibility of concrete materials that adversely influence the fresh and hardened properties of concrete at early ages. This research aims to develop practical test procedures and criteria to assess the effects of combinations of materials on: early stiffening and excessive retardation; potential for early-age cracking; and characteristics of the air-void system.

Future research — A long-term plan is being developed to provide focus and direction for concrete pavement research beyond the current CPTP work and resources.

High-performance concrete — Various state highway agencies are researching many aspects of HPC pavement. Topics include thin pavement with polyolefin fibers; alternate dowel bar materials; various sealants or no sealants; fiber-reinforced concrete pavement; low-volume road design; super-smooth pavement; and many more.

Coefficient of thermal expansion — Development of a standard test for CTE is underway with the testing of some 2,300 cores to be completed during the next several years.

Non-destructive testing — Highway agency personnel are being introduced to currently available non-destructive concrete testing technology. At a pilot workshop in Maryland, in 2002, presenters discussed information on a number of NDT methods for concrete: the maturity method of strength testing; the pull-off bond test; the air void analyzer; and the impact-echo test and concrete thickness gauge.

Performance related specifications — State highway agencies will have guidelines for the development and use of PRS. Using this approach, the measured acceptance quality characteristics for a pavement — such as strength, slab thickness, and initial smoothness — are related to pavement performance through mathematical relationships. DOTs in Indiana and Florida are participating in PRS evaluations.

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Reprinted from Better Roads Magazine
August 2003

 

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