Asphalt Rubber Technology Service




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Current Projects

Each year, ARTS grants are awarded to municipalities and public works agencies in South Carolina for the use of rubberized asphalt and crumb rubber in their Civil Engineering applications. Grants are still outstanding to the following agencies. Specific information about each of these projects is listed below. Updates and pictures will follow as each project is completed. A total of 40 projects have been awarded to date. To view information about the projects completed to date, see our Completed Projects page.

Visit our Grant Application page for details about how to apply for an ARTS grant.
 

Chemical Analysis of Crumb Rubber Modified (CRM) Asphalt Binder Study
This project will involve physical and chemical analysis of asphalt binders, physical and chemical analysis of crumb rubber modifier (CRM), and correlations between this information and the rheological properties of rubber-modified (R-M) asphalt binders. The following tests would be performed:
  1. SHRP method analysis of asphalt binder
  2. Moisture content of CRM
  3. Ash content of CRM
  4. Carbon black content of CRM
  5. Sulfur content of CRM
  6. Gas Chromatography with Mass Spectroscopy
  7. Infrared Spectroscopy
  8. Differential Scanning Calorimetry
  9. X-Ray Differential Spectroscopy
  10. And more…

 City of Seneca
The City of Seneca previously constructed a rubber recreational track at Shaver Complex that failed due to lack of a proper base under the track. The current track is in dangerous condition and will be replaced with a new track consisting of a 5-inch-thick crushed aggregate base course, a 2-inch-thick hot mix asphalt intermediate course, and a 2-inch-thick surface course of recycled rubber surfacing. The grant funding requested for this project is $5,000 (which is 4.2% of the project cost) plus $500 for project signage.

Contaminant Sorption of Scrap Tire Rubber Study
This project will include research to lay the groundwork for applications utilizing scrap tire rubber as a contaminant sorption media. The results of this study will provide guidelines regarding what types of scrap tire rubber have the capacity to absorb different contaminants that commonly lead to NPS pollution. The methods to measure such properties will also be refined to such applications. The scope of the project will include:
  1. Development of a new procedure, or adoption of an existing procedure to practically evaluate the effectiveness of scrap tire rubber as a sorption media for a broad range of typical contaminants present in soil, sediment, groundwater, and stormwater runoff (e.g., volatile organic compounds, metals, PCBs, etc.). The primary measure of sorption effectiveness will be the partitioning coefficient of the sorbent (scrap tire rubber).
  2. Establishment of the sorption behavior and capabilities of scrap tire rubber based on the following:
    • Rubber particle size (various sizes of chip & crumb)
    • Rubber type (passenger vs. truck tire)
    • Crumb rubber processing method (ambient vs. cryogenic grinding)
    • Contaminant type (e.g., VOCs, metals, PCBs, etc.)

Co-Polymer Study
This project will include research to determine the feasibility of the creation of co-polymers made with crumb rubber from scrap tires. This study will examine the effect of different variables of crumb rubber used in co-polymers, such as percentage, type of production (cryogenic vs. ambient), and particle size. The results of this study will provide information regarding various physical properties of co-polymers made with crumb rubber, such as tensile strength, compressive strength, elongation, percent absorption, specific gravity, and fire resistance. The scope of the project will include:
  1. Literature review
  2. Testing of various physical properties of co-polymer samples
  3. Examining the effects of the following crumb rubber variables on co-polymer properties:
    • Rubber particle size
    • Rubber processing method (ambient vs. cryogenic grinding)
    • Amount of rubber

Cryogenic Rubber-Modified Asphalt Field Test Sections
This project will involve the placement of the first sections of cryogenic rubber-modified hot mix asphalt (R-M HMA) in South Carolina. The test sections will include several roads surrounding Clemson Memorial Stadium (Death Valley), the access road for the Clemson Hydraulics Laboratory, and the driveway and parking area for the new laboratory addition to be constructed at the ARTS facility. Approximately 2,100 tons of cryogenic R-M surface course, 600 tons of cryogenic R-M intermediate course, and 150 tons of cryogenic R-M open-graded friction course will be utilized.

Evaluation of Phase Angle in CRM Binders
This project will evaluate the effect of several variables on binder performance of CRM asphalt binders. The variables will include:

• CRM particle size
   o Nominal #40 mesh
   o Nominal #16 mesh
• Amount of CRM
   o 10%
   o 15%
   o 20%
• Reaction temperature
   o 350 °F
   o 335 °F
   o 325 °F
• Blending process
   o Adding rubber at a lower temperature and then raising temperature       to the desired temperature for blending
   o Adding rubber at the desired blending temperature and then       blending immediately

 


Feasibility of Crumb Rubber in Microsurfacing
This project will consist of the exploration of the effect of several different percentages of crumb rubber mixed with aggregate to meet the required gradation from the SCDOT specification for micro surfacing. The percentages to be tested are:

• 10%
• 25%
• 50%
• 75%

 

Laboratory Performance of CRM Asphalt Mixtures Containing Vestenamers
This project will evaluate the performance of CRM asphalt mixtures using Vestenamer materials compared to mixtures made with conventional wet-process CRM binder, polymer-modified binder, and virgin (un-modified) binder. It will involve the exploration of several important mix performance properties of hot mix asphalt (HMA), including:

• Rut resistance
• Fatigue resistance
• Moisture susceptibility
• Modulus of resilience


Laboratory Performance of Rubber-Modified Hot Mix Asphalt (R-M HMA) Study
This project is the next logical step to follow research on the high-temperature and low-temperature properties of rubber-modified binders. It will involve the exploration of the effect of several different variables on several different mix performance properties of hot mix asphalt (HMA) made with rubber-modified (R-M) asphalt binders. Several different binder and aggregate sources will be used in the study, as well as the same variables that were used in the high- and low-temperature properties studies:
  1. Crumb rubber processing method (cryogenic vs. ambient)
  2. Type of crumb rubber (truck tire vs. passenger car tire)
  3. Amount of crumb rubber
  4. Size of crumb rubber

Some of the mixture performance properties that will be tested include:

  1. Rut resistance
  2. Fatigue resistance
  3. Moisture susceptibility
  4. Modulus of resilience

Laboratory Performance of Warm Asphalt Mixtures Made with CRM Binders
The main objective of the research project is to investigate the performance of warm mix asphalt as compared to hot mix asphalt. The specific objectives of the research project include the following.
• To study the performance of warm mix asphalt with respect to hot    mix asphalt in terms of indirect tensile strength, rutting and resilient    modulus.
• To study the rheological properties of the warm asphalt binder.
• To study the compatibility of warm asphalt technologies with rubber    modified asphalt binder.
• To study the compatibility of the warm asphalt technologies with    recycled asphalt pavement materials.
• To develop a systematic standard specification for the use of warm    asphalt.

Low-Temperature Properties of Crumb Rubber Modified (CRM) Asphalt Binder Study
This project is the next logical step to follow the research completed by ARTS in 2003 on the high-temperature properties of rubber-modified binders. It will involve the exploration of the effect of several different variables on the low-temperature properties of crumb rubber-modified asphalt binder. Several different binder sources will be used in the study, as well as the same variables that were used in the high-temperature properties study:
  1. Crumb rubber processing method (cryogenic vs. ambient)
  2. Type of crumb rubber (truck tire vs. passenger car tire)
  3. Amount of crumb rubber
  4. Size of crumb rubber

Miracle League: Greenwood
An existing baseball/softball field in the City of Greenwood will be resurfaced with Sofscape pavers in order to provide a safety surface that meets or exceeds all ADA requirements for physically and mentally challenged children to participate in sporting events. The Sofscape pavers that are proposed for use on this project consist of 95% recycled tires. The area to be resurfaced is 17,000 square feet and will utilize approximately 11,000 scrap tires.

Rubber-Modified Asphalt Research
This project will involve the completion of several research projects involving rubber-modified binder, rubber-modified open-graded friction course, stress absorbing membrane interlayer, and reclaimed asphalt pavement in rubber-modified mixtures. These projects were grouped together because the results from much of the required testing can be used for several of the projects. The projects will cover the following topics:
  1. Examination of aging (or anti-aging) effects caused by interaction of CRM with the asphalt binder in CRM binder.
  2. Developing high quality CRM binder to be used for OGFC and drainage mixtures by enhancing binder properties with different combinations of passenger car tire and truck tire rubber to modify the binder, and by using chemical- and crumb rubber- modified binder.
  3. Examining the stress-absorption properties of CRM binder used as a SAMI, such as the stress-strain relationship and the influence of CRM type, CRM percentage, and asphalt binder source on the stress absorption properties.
  4. Investigation of the resilient modulus of recycled mixtures using CRM binders.
  5. Evaluation of the durability of the porous mixtures using high quality CRM binder through strength testing, rutting resistance testing, and Cantbra testing (abrasion test).


Septic Tank Tire Chip Study
1. Several different tire chip sizes will be tested:
   a. 6-inch
   b. 4-inch
   c. 2-inch
   d. 0.5-inch

2. Leachate from the tire chip drainage layers will be measured under the following test conditions:
   a. In distilled and deionized water at pH 2, 6, 8 and 12,
   b. In a typical rain water
   c. In a typical hard and soft groundwater
   d. In TCLP test conditions

3. The hydraulic conductivity of the tire chip drainage layers will be measured.

 

Sound Absorption of Rubber-Modified Asphalt Study
The use of crumb rubber modified (CRM) asphalt mixtures have been identified as having the ability to reduce the noise from the tire/pavement interface. However, there has been limited research comparing the sound absorbing benefits of CRM asphalt to the same mixtures produced with conventional binders. Results of this study have the potential to add to the attractiveness of CRM asphalt as a paving material, which has already shown to be a more durable paving material. The scope of the project will include:
  1. Conduct mix designs using CRM binders and the conventional alternatives (e.g., PG 64-22 or SBS modified PG 76-22) combined with aggregates from three different sources for the following mix design types (18 mix designs):
    1. 9.5 mm surface course
    2. 12.5 mm surface course
    3. 12.5 mm open graded friction course (OGFC)
  2. Measure the sound absorbance of the above mixtures using laboratory methods.
  3. Measure the following properties of the mixtures listed in Item 1 that potentially effect the sound absorption:
    1. Permeability
    2. Surface texture
 

 
 
 
 
 
 
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2002 HUGO DRIVE • CLEMSON UNIVERSITY • CLEMSON, SC 29634
PHONE: (864) 656-6799 • FAX: (864) 656-6186 • EMAIL: arts@ces.clemson.edu