Mechanical Properties of Tire Bales for Highway Applications

Scrap tire bales are typically treated as discrete elements that consist of approximately one hundred (100) scrap tires compressed into a 4.5 foot by 5 foot by 2.5 foot block. The advantage of baling tires is that a volume reduction of approximately ten is achieved, and handling bales is much simpler, and therefore cheaper, than whole tire or tire shreds. The use of tire bales in highway structures, however, requires that the mechanical properties of the tire bales are known. Determining these properties is vital to the proper design and construction of the tire bale structures. A literature review indicated the lack of material properties that are available for tire bales. A laboratory testing program was designed and implemented to determine the strength and compressibility properties of the bales required for design. Field testing to determine the unit weight and permeability of the tire bale mass was also conducted. Analytical studies and cost benefit analyses highlighting the benefits of using tire bales already assembled were also conducted for a series of tire bale case histories. The following document outlines all the work conducted as part of this, as well as previous, testing programs to determine the properties needed for design of tire bales structures, as well as economical aspects of reusing the tires as opposed to throwing them away.

[1]  Mike G. Winter,et al.  Tyre bales in construction , 2006 .

[2]  D N Humphrey,et al.  FIELD STUDY OF WATER QUALITY EFFECTS OF TIRE SHREDS PLACED BELOW THE WATER TABLE , 2001 .

[3]  Jorge G. Zornberg,et al.  Applications of tire bales in transportation projects , 2004 .

[4]  Ken Collins,et al.  Environmental impact assessment of a scrap tyre artificial reef , 2002 .

[5]  Guk-Rwang Won American Society for Testing and Materials , 1987 .

[6]  J. D. Simm,et al.  Sustainable re-use of tyres in port, coastal and river engineering. Guidance for planning, implementation and maintenance , 2004 .

[7]  Jorge G. Zornberg,et al.  Tire Bales in Highway Applications: Feasibility and Properties Evaluation. Appendices , 2005 .

[8]  Ahmed Shalaby,et al.  Temperature Monitoring and Compressibility Measurement of a Tire Shred Embankment: Winnipeg, Manitoba, Canada , 2002 .

[9]  G. Sabnis,et al.  PHYSICAL AND CHEMICAL PROPERTIES OF RECYCLED TIRE SHREDS FOR USE IN CONSTRUCTION , 2003 .

[10]  Aw Drews,et al.  Standard Test Method for Analysis of , 1998 .

[11]  D. Humphrey,et al.  Water Quality Effects of Tire Chip Fills Placed Above the Groundwater Table , 1997 .

[12]  A. Cabral,et al.  Behaviour of tire shred - sand mixtures , 2004 .

[13]  W. D. Kovacs,et al.  An Introduction to Geotechnical Engineering , 1981 .

[14]  Mike G. Winter,et al.  Slope failure repair using tyre bales , 2007 .

[15]  Dana N. Humphrey,et al.  Properties of Tire Chips for Lightweight Fill , 1992 .

[16]  Soheil Nazarian,et al.  Performance Monitoring of Embankments Containing Tire Chips: Case Study , 2007 .

[17]  K M Hylands,et al.  CIVIL ENGINEERING APPLICATIONS OF TYRES , 2004 .

[18]  Ken Collins,et al.  A Review of Waste Tyre Utilisation in the Marine Environment , 1995 .

[19]  Martha Beinset The M's , 2008 .

[20]  Jorge G. Zornberg,et al.  Creep of Geotextiles Using Time–Temperature Superposition Methods , 2004 .

[21]  Dana N. Humphrey EFFECTIVENESS OF DESIGN GUIDELINES FOR USE OF TIRE DERIVED AGGREGATES AS LIGHTWEIGHT EMBANKMENT FILL , 2004 .

[22]  D.E.B. Nightingale,et al.  An Unresolved Riddle: Tire Chips, Two Roadbeds, and Spontaneous Reactions , 1997 .

[23]  Lisa Rooke Building dams from baled scrap tires , 2001 .