CAM Asphalt Rehab 2K12_CAM BOOK 2012 4/27/12 4:36 PM Page 16 Written by: Brian Hoover 16 California Asphalt Magazine • 2012 Asphalt Rehabilitation Issue CAM Asphalt Rehab 2K12_CAM BOOK 2012 4/27/12 4:36 PM Page 17 Left: CCPR asphalt is urban friendly and cost effective. Background: RX 500 machine loading into truck. Right: At the recycling site, the RAP is crushed, screened, and processed with an engineered emulsion in the manufacturing of CCPR asphalt. raditionally, the City of Palm Desert has repaired failing sections of asphalt pavement with localized repairs and a thin 1.5” – 2” hot mix overlay. On some streets the City used paving fabric. Although this method kept roads drivable and costs at bay for a period of time, it became apparent that the 30 to 40 year old street sections were deteriorating faster, while the cost of hot mix overlay had increased to approximately $2.50/sq. ft. Many of the first developments in the City of Palm Desert were built in the 60’s and 70’s and most of the residential neighborhood streets were constructed with a relatively thin layer of asphalt that was paved directly over the native base. The City of Palm Desert’s pavement represents one of its single largest investments and it was now time for a more affordable and environmentally sustainable solution. After weighing the costs of several conventional and alternative methods, the City decided to go with Cold Central Plant Recycling (CCPR). General contractor, Matich Corporation, took on the project with the help of subcontractors, Pavement Recycling Systems, who provided all of the removal and asphalt recycling, and Western Emulsions, who provided the PASS-R Engineered Emulsion. The City of Palm Desert has long been a leader in the utilization of environmentally friendly and cost effective solutions and CCPR simply represented another way they could maximize taxpayer dollars while continuing to protect their infrastructure. James Emerson with Pavement Recycling Systems comments, “The City of Palm Desert has utilized other rehabilitation California Asphalt Magazine • 2012 Asphalt Rehabilitation Issue methods in the past such as edge grinding and overlaying with a 2” Asphalt Rubber Hot Mix (ARHM) cap. The City was looking for more sustainable cost effective technologies and the idea of recycling the City’s existing asphalt assets made good sense and provided an exceptional value engineered alternative. The environmental benefits of the process also fit well with the City’s commitment to reduce energy output. In addition to the recycled pavement, the City looked at utilizing a rubberized asphalt hot mix or a warm mix asphalt (WMA) for the wearing course. The warm mix asphalt was selected because of the significant cost savings and it further benefited the City by reducing emissions and the amount of energy needed to produce the product. Both the City of Palm Desert and its local residents are very 17 CAM Asphalt Rehab 2K12_CAM BOOK 2012 5/1/12 3:19 PM Page 18 Above: CCPR asphalt is readily compacted in compliance with the project specifications. Inset: CCPR asphalt is easily installed with conventional paving equipment and allows for maximum production. pleased with the results of the CCPR method. The City has received several comments concerning the speed in which this process was facilitated and the minimal impact it had on the residents. Since the project was completed, the City has finished another CCPR project and is under construction with its third CCPR project. Additionally, the City has used Cold In-place Recycling (CIR) on two other arterial roadway projects. The City will continue to look to use these methods in the future.” The overall project began in July of 2010 and was completed on time and without change orders or time extensions in August of 2010. The pavement section encompassed 950,000 square feet, including Panorama Drive, Abronia Trail, a segment of Shadow Mountain Drive and a number of smaller streets. As part of the CCPR process, the existing 18 asphalt pavement is removed in areas from 2.5 inches to 4 inches. More than 20,000 tons of existing asphalt material was then taken to Pavement Recycling Systems’ mobile plant, located just a quarter-mile away, where it was then crushed to 1” minus gradation. Next, the crushed asphalt was loaded into the self-contained portable recycling unit, weighed and sent through a dual-shaft pug mill, where the engineered emulsion was added at the prescribed design rate per mix design. The material was then loaded into trucks and taken out to the paving operation where it was loaded into Matich Corporation’s paving hoppers. The newly revitalized pavement was then spread at a minimum rate of 4 inches loose in order to achieve a compacted depth of 3 inches. A double steel drum vibratory roller and a 25-ton minimum pneumatic roller were used to achieve proper compaction. Quality control testing assured maximum density and maximum compaction. Upon completion of the placement of the recycled asphalt, a 1.25-inch warm mix asphalt cap was installed. The entire process was completed on time, on budget and with only a few minor issues. James Emerson of Pavement Recycling Systems explains, “The Cold Central Plant Recycling method enabled the City of Palm Desert to reconstruct the entire asphalt section on Project # 752-10, eliminating all cracks and restarting the design life, all within their budget. The challenges were minimal; however working around the utilities on this project was a slight issue, as they were not double adjusted (lowered prior to work, raised to finish elevations after work). The City has now gone to double adjusting of all of their utilities, which will result in California Asphalt Magazine • 2012 Asphalt Rehabilitation Issue CAM Asphalt Rehab 2K12_CAM BOOK 2012 5/1/12 3:20 PM Page 19 Above: The CCPR asphalt reduced the impact on the community and the environment. Far Left: Standard quality control testing and inspection methods are incorporated into the CCPR process. improved future paving operations and less impact on residents. We are very proud to have worked with the City of Palm Desert, Matich Corporation and Western Emulsions on this project and look forward to more projects in the future. At Pavement Recycling Systems, we believe the CCPR method is much more durable than a simple overlay, with an estimated 20-year life span. Since the existing asphalt pavement is recycled, the costs, carbon emissions and added traffic associated with trucking material long distances is eliminated.” Utilization of the asphalt recycling strategies allowed for rehabilitation of the full scope of the design plan within the City’s allocated budget. Total construction costs, including traffic control, dig-outs, striping and loop detectors on this project came to $1,990,803, with the recycled asphalt saving the City of Palm Desert an estimated $450,000. The CCPR method eliminated approximately 2,600 truck trips that traditional milling, removal and hauling would have required and also kept the asphalt material out of the landfill. In addition to saving taxpayer dollars, the CCPR process also provides significant energy savings and a dramatic reduction in the carbon footprint. With national, state and local road dollars being in short supply, it is easy to see why Cold Central Plant Recycling is being used increasingly more to revitalize infrastructure. Maintaining good quality roads is a top priority for every agency across the United California Asphalt Magazine • 2012 Asphalt Rehabilitation Issue Left: The completed CCPR asphalt section is turned over to traffic at the end of the day. States. The national transportation research group, TRIP, estimates that poor road condition is a factor in more than 50% of all traffic fatalities. Safer, more affordable and more environmentally friendly roads just make sense in today’s compromised world. For more information on Cold Central Plant Recycling, please call Pavement Recycling Systems at (951) 682-1091 or visit them online at www.pavementrecycling.com. You can also view a video of the City of Palm Desert project at http://www.youtube.com/watch?v=pN5J-xl6-s. CAM 19
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