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Volume 43, Number 6
July 12, 2007 |
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Editorial
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We Hear You |
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You may be a city planner, a local government official, or a municipal engineer, but one thing you aren't is a magician. So why are you expected to solve everything at the flip of a coin, and with less money in the budget?
"Traffic matters are very emotional and traffic professionals are often the target of residents' backlash," said Steve Cope, Transportation & Traffic Services Operations Manager for the City of Naperville, Illinois, which sits just 28 miles northwest of Chicago.
Having worked for the City for 26 years, 25 1/2 spent in transportation services, Cope knows a thing or two. One of the greatest challenges, he says, is the growth in population. In his time with the city, the population has boomed from less than 40,000 to nearly 140,000 residents.
"Surrounding communities are growing rapidly," he said. "It is quite difficult to keep up with traffic-related demands."
Cope is one of many officials responsible for keeping residents satisfied in one way or another in their communities. The challenges these urban and metropolitan planners face aren't new, but they grow in complexity everyday as the number of residents surges.
By 2008, more than half the world's population of 3.3 billion people will be concentrated in urban settings for the first time in history, according to a United Nations Population Fund report.
In the United States alone, the population has seen the largest increase in the nation’s history between 1990 and 2000 – a 32.7 million person increase, according to Census 2000.
The concrete pavement industry understands this means growing responsibilities for urban planners and offers a number of solutions to lift the transportation services burden from their shoulders.
Whether the greatest demand lies in reducing congestion, beautifying local roadways, or restoring streets to like-new condition, this issue of CONCRETE PAVEMENT PROGRESS features solutions for your community.
Read on to learn more about how concrete pavement can save time and ... |
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as well as environmental and aesthetic benefits to communities.
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The concrete pavement industry is listening to city and local planners who are hearing a surge in demands from American motorists. |
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Sound off: click here to drop ACPA a line and describe the challenges you face, or how your community is coping.
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Take Control |
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Local agencies are faced with more motorists to accommodate on streets but less money to do it with.
Officials can gain control in this budget crunch by spending the funds allocated to them on longer-lasting, durable pavements.
Many in the past have turned to asphalt, thinking that its initial price tag would make it the best choice. However, asphalt was rarely cheaper than concrete pavement in the long term, and now, with rising oil prices, it is often higher at first cost than an equivalently designed concrete pavement.
The net effects of less repair and maintenance are more traffic jams, no relief from dangerous driving conditions, and more vehicle repairs. Concrete pavements have historically provided the best value over time because they require virtually no maintenance and fewer repairs than asphalt. |
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And because the materials necessary to construct them are natural and abundant (see related article "Enlightened Communities"), concrete pavements is even less expensive for agencies. |
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Come out on top ... Using life-cycle cost analysis and industry software, it's the obvious choice for agencies looking to maximize their budgets. |
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To compare how concrete pavement will hold up for streets or local roads with asphalt, engineers can use ACPA’s StreetPave to conduct life-cycle cost analysis (LCCA).
LCCA compares the true costs of asphalt and concrete pavement, not just on initial cost but over the life of the pavement.
ACPA offers the following resources for conducting LCCA:
• Click here to download a free copy of "Lasting Impressions," part of the Association's popular Quick & Direct literature series.
• Click here to order your copy of StreetPave design software for streets and roadways.
Questions? Contact Scott Haislip at 219-922-8104. |
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Cut Congestion with Concrete Roundabouts |
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In recent studies conducted by the National League of Cities, one of the main concerns facing local governments was growing congestion. Many of these problems were associated with signalized interchanges.
Enter concrete pavement roundabouts. In these bottlenecked areas, they have been proven to not only reduce congestion but also provide enhanced safety. |
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Typically, a concrete roundabout enables the movement of heavy traffic volumes during peak operating hours.
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Concrete pavement roundabouts provide safety and aesthetic benefits to interchanges while easing congestion. |
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A single lane roundabout can maintain over 2000 vehicles entering from all entry legs per hour. Estimates predict 4000 vehicles per hour and 8000 vehicles per hour for two and three roundabouts, respectively.
Traffic calming is one area that all city officials agree needs to be addressed, especially in areas that must accommodate vehicles, pedestrians, and bicycles.
"Some residents require a lot of staff time because of the threat the upper 15 percentile of traffic poses to their quality of life," said Steve Cope, Transportation & Traffic Services Operation Manager for the City of Naperville, Ill. "Trying to maintain roadways that are smooth and pleasant to drive as opposed to lumpy and frequently stopping travels is a significant challenge." |
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...Safer Than Signals
Roundabouts do not use signalization or stop signs to maintain traffic that allows vehicles to move freely. Traffic entering must yield to those vehicles already circulating within the roundabout.
This may sound like a dangerous endeavor, but in studies worldwide, one of the main benefits of concrete roundabouts is their ability to reduce traffic accidents, especially the fatal accidents caused by high speed side impact crashes.
That's because, due to the versatility of concrete, pavement markings and pedestrian crossing can be highlighted with decorative concreting techniques. These markings use different colors to help guide motorists through these interchanges more easily. Colored and stamped concrete has long been used to slow motorists in pedestrian crosswalks.
Concrete pavement has long been specified in intersection design and construction because of they resist shoving and rutting, especially where there is slow maneuvering cars and trucks. Concrete withstands these pavement stresses, which cause deterioration requiring frequent repairs.
ACPA Offers Pavement Thickness Design Tips for Concrete Roundabouts
The two primary design aspects for roundabouts is pavement thickness design and jointing system design. In most pavement thickness design procedures, designing the pavement structure requires, at minimum, determining the following factors:
• Concrete Properties – Flexural strength or modulus of rupture, MR; and modulus of elasticity, E.
• Support Conditions – Strength of the subgrade, or subgrade-subbase combination (modulus of subgrade reaction, k).
• Desired Life – Design period, which is typically 20 years, but may range from less than 5 to more than 50 years.
• Expected Traffic – The weights, frequencies, and types of truck axle loads that the pavement will carry during the design period.
• Design Features – Use of dowels for load transfer at transverse joints, and provision of edge support along slab edges.
• Reliability – As it relates to the predicted number of cracked slabs at the end of the design life.
Because a roundabout carries traffic from two or more roadways, the concrete slab thickness may need to be greater than the thickness on the approaching roadways.
For roundabouts and traditional intersection pavements, typical concrete thicknesses can range from 5 to 10 inches (125 to 250 mm). The exact required thickness will depend on expected traffic, local conditions, past history, and other factors. Additionally, designing and laying out the single and multiple lane roundabouts using rideable raised medians and islands will allow large trucks to easily navigate the interchange.
ACPA is nearing completion on a new publication with updated construction and design practices for concrete pavement roundabouts. For more information, contact Scott Haislip at 219-922-8104. |
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Concrete Pavement Restoration Offers Top-Notch Service |
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For pavement life and service that goes above and beyond expectations, concrete pavement restoration (CPR) is a vital tool for city and local agencies.
Faced with limited funding, city engineers often resort to constructing a thin asphalt overlay over the existing concrete pavement but experience has show this method to be a short term solution. However, by using CPR techniques that are specifically engineered for concrete pavements, the pavement is preserved in a like-new riding condition and typically provides 12 to 15 years of additional service. It's also comparable in cost to the thin asphalt overlay alternative, which only provides 2 to 5 years in extra service life.
For city streets and roadways, the CPR techniques most often required are full and partial depth pavement patching, diamond grinding, and joint sealing. Each of these operations are easily accomplished with local contractors and the correct technical materials.
The key to any preservation strategy is timing. Planning a CPR project needs to begin at approximately the two-thirds to three-quarters of the pavements design life. This ensures that both maintenance funding and project plans and specifications are prepared before extensive deterioration has occurred, when the project may warrant a concrete overlay or full reconstruction.
Pavement Evaluation
Evaluating the current pavement condition and anticipating the additional pavement fatigue is the first step in developing a successful, integrated pavement management strategy. Important considerations in evaluating pavement condition are:
1. Design Data
2. Construction Data
3. Traffic Data
4. Environmental Data
5. Previous CPR Activities
6. Pavement Condition
After the pavement engineer has all the pavement data, he or she must answer four questions:
1. Which distresses are present?
2. What caused the distresses to develop?
3. What are the viable solutions to correct the distresses in the pavement or prevent their return?
4. Is the timing appropriate for these solutions to be effective and economical?
Applying the proper techniques or procedures for the pavement condition at the proper time is essential for good CPR performance. |
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Key Steps for a Quality Full-Depth Repair:
• Lay out patches and estimate material quantities as accurately as possible to avoid discrepancies in the field, as well as cost overruns.
• Provide load transfer between all full-depth patches and the surrounding pavement.
• Strike off the patch level with the surrounding pavement and provide the patch a similar surface treatment.
• Use durable materials, a well-graded mix design, and a proper curing regiment for a long-lasting repair
• Prior to paving, test the concrete mixture for strength, strength gain, and durability properties at the range of air temperature it will be placed in on the project.
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Full Depth Replacement
Full-depth repair can solve several types of distress:
• Joint or crack spalling, if spalling is one-half the slab thickness or deeper;
• Corner breaking;
• Durability, or D-cracking;
• Patch deterioration;
• Slab shattering (a slab broken into four or more pieces with some or all cracks of medium to high severity); or
• Punchouts.
Once the boundary of a full-depth repair/replacement is defined, the area is isolated by full-depth saw cuts and then removed.
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It is essential to ensure adequate load transfer, proper finishing, texturing, curing, and joint sealing procedures.
A number of solutions make short work of full-depth repairs. For example, the concrete mixture and proportions can be modified to allow early opening to traffic, if indicated. Special proprietary materials are also available that reach specified strengths in just a few hours. |
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Partial Depth Repair
The performance of partial-depth repairs is highly dependent on the quality of the construction operations and the durability of the material.
The rate of deterioration of the existing concrete pavement should also be considered when deciding if partial-depth repair is the appropriate pavement restoration method to use. |
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Key Steps for a Quality Partial-Depth Repair:
• Clean repair area thoroughly (typically by sandblasting followed by clean, compressed air) before placing material.
• To prevent point bearing, re-form the joint (or crack) by placing compressible material across the patch before placing repair material.
• Use a durable repair material, particularly for freeze-thaw resistance.
• Mix repair material in small quantities; follow manufacturer's instructions, if applicable.
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In general, if sound construction practices and a durable material are used, partial-depth repairs can last five to 15 years, or longer.
Partial-depth repair is typically used to repair spalling at pavement joints, cracks, or midslab locations.
Spalling can occur when unsealed joints or cracks are filled with incompressibles, preventing closing of the joint or crack in hot weather and resulting in breakage of the concrete. Other causes of spalling at joints include poor consolidation, inadequate curing, or poor repairs. Spalling at midslab is generally caused by reinforcement that is too close to the surface, foreign matter in the concrete, or a poor surface finish.
Spall repair is important because they create a rough ride and can accelerate further deterioration. Because spalling is typically a localized distress, it warrants a localized repair. However, if several severe spalls are present on one joint, it may be more economical to perform a full-depth repair along the entire joint than to repair individual spalls.
Spalls should not be filled with temporary patch material such as asphalt or cold patch. These can introduce additional incompressibles into the joint area, further accelerating the deterioration and causing more spalling. Instead, spalls should be left open and the joints should be kept free of incompressibles until proper repair procedures can be used to repair the area and re-form the joint. |
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Key Steps for Quality Diamond Grinding:
• Understand the pavement conditions (roughness, aggregate type, concrete strength, etc.) to ensure proper equipment set-up.
• Blade type and spacing on the grinding head are related to aggregate hardness, pavement roughness, etc.
• Correct blade spacing improves the longevity of the diamond-ground surface and reduces hydroplaning.
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Diamond Grinding
Diamond grinding removes faults, re-profiles pavements, removes surface defects, improves friction, lowers noise levels, and restores pavement to a smooth, longitudinally textured surface.
Diamond grinding should be considered when a pavement survey reveals surface defects such as: |
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• Faulted joints in excess of 0.125 in. (3 mm)
• Roughness in excess of 0.125 in. (3 mm) in a 10-ft. (3-m) length
• Wheelpath wear up to 0.375 in. (10 mm)
If a large area requires grinding to improve skid resistance, economics may favor grinding the entire pavement surface. Pavements also can be ground to reduce tire-pavement noise.
The diamond grinding process is not a high-impact process, so it typically does not damage joints. The pavement grinder is similar to a wood plane: the front wheels pass over a fault or bump, the cutting head shaves the bump off, and the rear wheels ride in the smooth path left by the cutting head.
Diamond grinding equipment uses a combination of saw blades and spacers to provide the pavement with a "corduroy" texture that can significantly reduce hydroplaning, improve traction, and reduce stopping distances. |
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Joint and crack sealing
Joint sealings minimize the infiltration of surface water into a pavement's base and subgrade layers. Joint sealing is recommended when a crack in an existing pavement is between 3/16 in. (5 mm) and 2 in. (50 mm) wide.
If spalling is present adjacent to a crack, the damaged area should be repaired and then the crack sealed. |
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Key Steps for Quality Joint & Crack Sealing:
• Saw sealant reservoirs to the specified dimensions.
• Immediately follow sawing with a power washer to clean the slurry from both sides of the sealant reservoir.
• Sandblast both sides of the sealant reservoir if dried slurry remains after power washing.
• Place backer rod, if used, at the proper depth.
• Place sealants in accordance with the specifications set by the manufacturer.
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This protects the repaired area from possible damage caused by slab movement along the crack faces. ACPA also advises using a backer rod for all joint and crack sealing.
ACPA offers a number of resources that include more technical information on CPR strategies and procedures. Be sure to check out:
• TB020CPA—The Concrete Pavement Restoration Guide
• EB239P—Concrete Pavement Field Reference: Preservation and Repair
Click here to order these publications online from ACPA's bookstore. More questions about CPR strategies? Contact Scott Haislip at 219-922-8104.
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Concrete Pavement Makes it Easy to be Green |
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Environmental construction is on the forefront of trends in city and local planning. For urban planners looking to address this demand, concrete pavement makes it easier to be green.
Because old concrete can be recycled, the cycle of environmental performance can continue almost indefinitely, saving agencies dollars spent on unnecessary pavement materials and transferring them to and from construction sites.
100% Natural, 100% Recyclable
Unlike asphalt pavements that rely on costly non-renewable oil supplies, concrete pavements are made from three abundant, readily available ingredients: water; rocks (stone, sand, and gravel); and cement (made from plentiful natural minerals).
The concrete and cement industries also rely on materials from other industrial processes that are diverted away from landfills.
Slag (which comes from the steel industry) can be used to partially replace rocks.
Also, fly-ash (that comes from the power industry) or ground blast-furnace slag can be used to replace as much as half of the cement used in concrete.
Even the process of making cement uses recycled materials. High-energy waste, such as scrap tires, can be safely used as fuel for the cement-making process. For example, each year, a single cement kiln can use 1 million scrap tires, conserving fossil fuels and reducing waste.
Bright Idea
In addition to its natural and recyclable qualities, concrete pavement lights up streets and cools it off for energy savings.
Pavements, sidewalks, and parking lots are brighter at night when made with concrete instead of asphalt. Up to 27% of light falling on a concrete surface will be reflected, compared to as little as 5% of light from asphalt pavements. This saves energy and offers real safety benefits, too. In urban areas, concrete also reduces the heat-island effect, a phenomenon associated with dark pavement and roof surfaces that cause temperature increases.
The urban heat-island effect can contribute significantly to both energy consumption for air conditioning and to smog formation.
Extra Features
While concrete pavement inherently contains qualities that make it the environmental pavement type of choice, there also are a range of different types of concrete pavement that hold extra benefits.
One of these is pervious concrete pavement. This type is made from coarse aggregates, cement, water, and other materials that allow the pavement to reduce storm runoff and minimize the amount of pollutants typically contained in stormwater, such as motor oil, anti-freeze, and other automobile fluids. By allowing some of the rainfall to percolate into the ground, soil chemistry and biology come together to naturally treat the polluted water, which reduces the strain on wastewater treatment facilities.
Stress Relief
Concrete pavement lasts longer than asphalt pavements, meaning less repairs and reconstruction, meaning less stress on the environment because:
• fewer raw materials must be taken from the environment in the short term and over the life of the pavement;
• fewer pollutants are going into water, air, and soil;
less energy required for construction, which results in less motor fuels and oils for heavy construction equipment;
• less energy required as motorists navigate around work zones or when crews pave at night; and
• reduced traffic congestion due to fewer work zones slowing traffic flow. ACPA offers a number of promotional and technical materials on how concrete pavement can address demand for environmental features in your community:
• Follow these links to download free copies of ACPA's Q&D's 010P: Enlightened and 016P: Natural Advantage.
• Click here to visit ACPA's bookstore and order a copy of IS334P: Stormwater Management with Pervious Concrete.
Questions? Contact Scott Haislip at 219-922-8104.
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Case Study
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Concrete Bus Pads Still Holding Strong |
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When Chicago transportation officials called on the concrete pavement industry to help with repair a busy stretch of bus pads, the end product resulted in big time and cost savings.
Five years later, the innovative concrete overlays developed are still holding strong, while the surrounding asphalt pavement is already showing rutting and shoving. |
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In 2002, the wear and tear on the asphalt roadway of Western Avenue was in dire need of repair. This included a stretch of bus pads to support the hundreds of buses traveling this route each day. |
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A Picture Tells a Thousand Words ... A close up of the bus pads, five years after construction, shows the concrete overlay is holding strong. Meanwhile, the surrounding asphalt is already showing distress. |
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The asphalt bus pads exhibited rutting, shoving, and pushing, posing a safety problem for commuters and an even bigger problem for the Cook County Highway Department, the agency responsible for the design and implementation of repairs.
The Department chose to resurface the entire roadway with asphalt. For the bus pads, the agency’s practice at the time was to replace the sections full-depth with concrete, but the cost of replacement was getting too high. Additionally, on this particular stretch of roadway, not everything below the existing surface was asphalt. Substantial sections of the roadway consisting of asphalt over the top of thick interlocked granite pavers compounded the problems. Concrete patches were also scattered randomly throughout the roadway.
The Department called on the concrete pavement industry, which recommended the use of unique new fiber-reinforcement technologies with a “belts and suspenders” design approach.
Engineers of ERES Division of Applied Research Associates, Inc, Champaign, Ill., analyzed the likely stresses from bus and truck traffic. Materials parameters were based on rough estimates of the materials properties provided by Illinois Chapter, Inc.—American Concrete Pavement Association.
The concrete pavement industry then recommended a four-inch concrete pavement section, built with a four-foot transverse by 40-inch longitudinal joint spacing. The unusual 40-inch longitudinal joint spacing was chosen to control slab size while fitting within an unusual 10-foot lane width. The dimensions of the buspads are 10 feet wide by 100 feet long.
Proper dispersion of the fibers is essential in producing a mixture that is both easy to finish and which provides the needed structural characteristics.
Though the slabs have been sized to control stresses, Cook County wanted to be sure of long life with little possibility for distresses. In response, the industry incorporated a new generation of synthetic structural fibers into the concrete mixture. The Strux 90/40 developed by W.R. Grace are specifically designed to replace mesh reinforcement. They have yielded impressive results in testing performed under the direction of Jeff Roesler, Ph.D., P.E., Department of Civil Engineering, University of Illinois at Urbana.
The fibers were added at the addition rate of 7.5 lbs. of fibers per cubic yard, a quantity significantly higher than conventional practice. Additionally, W.R. Grace provided a new fiber-insertion system for contractor, E. A. Cox, Chicago, and material producer, Aztec Material Service Corp. to use. This system “refluffs” the prepackaged bagged product and blows them into the ready-mix truck before charging the drum. This ensures adequate distribution and minimizes the likelihood of fiber “balling," a common problem when large quantities of fibers are used in a mixture.
The industry and agency have inspected the bus pad's performance each year since their placement. The bus pads not only cost two thirds less than the full-depth concrete replacement option, but they have stood up to the hundreds of buses they bear each day and required no maintenance. The adjacent asphalt pavements, however, can't claim the same: they are already showing significant distress.
The kicker: this concrete pavement overlay system cost two-thirds less the price of the full-depth concrete replacement option.
For more information on how to incorporate this procedure for bus pads in your area, contact Randell C. Riley, P.E., Executive Director/Engineer, or Jimie Wheeler, Promotional Director - Northern Illinois, with the Illinois Chapter, Inc.—ACPA. |
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Research Board Posts Updated Pavement Design Guide Online |
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The newly approved version of the Mechanistic-Empirical Pavement Design Guide (M-E PDG) is now available online via the Transportation Research Board's website.
The M-E PDG was sponsored by the American Association of State Highway and Transportation Officials' Joint Task Force on Pavements and developed by the National Cooperative Highway Research Program. It uses mechanistic-empirical numerical models to analyze input data for traffic, climate, materials, and proposed structure and to estimate pavement performance over service life.
Click here to access the M-E PDG online. Questions about the guide? Contact ACPA's Director of Pavement Technology, Mike Ayers, Ph.D., at 217-621-3438.
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Research Board Offers Exhibit, Sponsorship Opportunities |
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For the first time, the Transportation Research Board is offering companies with transportation-related products and services to exhibit at or sponsor its annual meeting. |
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The deadline to reserve exhibit space is December 15 or when space runs out. The deadline to sponsor also is December 15.
Click here to read the Annual Meeting prospectus, which includes detailed information on exhibiting and sponsorship packages. Then, click here to purchase exhibit space or a sponsorship package using TRB’s online system.
The Annual Meeting will be held January 13 to 17 in Washington, D.C. |
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| ACPA
Concrete Pavement Progress is published 12 times per year and covers current
practices and case histories in the concrete pavement industry. ACPA Concrete
Pavement Progress is distributed free of charge to public officials, ACPA
members, executive committee, board of directors, and affiliated chapter/state
paving associations.
All rights reserved.
Copyright 2007 by the American Concrete Pavement Association.
No portion of this publication may be reproduced mechanically
or electronically without the expressed written permission of
the American Concrete Pavement Association.
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American Concrete Pavement Association 5420
Old Orchard Road, Suite A100 Skokie, IL 60077 Phone: 847-966-2272. Fax:
847-966-9970
(Washington) 500 New Jersey Ave., NW 7th Floor Washington,
DC 20001 Phone: 202-638-ACPA (202-638-2272) Fax:202-638-2688
(Mesa,
AZ) 807 W. Keating Ave. Mesa, AZ 85210 Phone: 480-775-0908
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2007 Chairman,
ACPA Board of Directors
Pat Nolan, Interstate
Highway Const., Inc. (IHC)
2007 Vice-Chairman, ACPA Board of Directors
Kari Saragusa, Lehigh Cement Co.
ACPA President/CEO - Gerald F. Voigt, P.E. Editor
- Bill Davenport
Visit
our technical website at http://www.pavement.com
Visit our public website at www.pavements4life.com
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