Retired Racehorses
tfrr_reportandappendicesfinal
tfrr_reportandappendicesfinal
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Laboratory Performance Testing<br />
Composition testing has the distinct limitation that it only describes the material, not the results<br />
which occur from the composition of the material. For surfaces which may have unique local sand or<br />
clay, this is particularly problematic since the performance of the track may not be consistent with other<br />
tracks which have similar composition. As a result, there is a need for both laboratory performance<br />
testing to evaluate the performance of the components of the track material and to determine if the<br />
composition produces values similar to other racing surfaces. In addition the in‐situ performance testing<br />
should be used to describe the overall performance of the material when combined with the design of<br />
the track.<br />
Shear strength<br />
The shear strength of the cushion material is the most fundamental characteristic of the<br />
performance of the track. A material with high cohesion will reduce the slide during the impact phase of<br />
the gait; low shear strength will keep the track from supporting the hoof during the propulsion phase of<br />
the gait resulting in cupping out. Finally, during breakover on many materials the toe of the hoof will<br />
penetrate into the track which is also characterized by the shear strength of the material. Figure 3 shows<br />
the configuration of the test cell used for the shear strength testing which is based on a standard test<br />
method (ASTM D4767, 2004). In the case of traditional materials the testing is done at a range of<br />
moisture contents, whereas the track material temperature is controlled for the synthetic materials.<br />
Figure 3: Configuration of the triaxial test cell used for the determining the triaxial shear strength of<br />
track cushion materials<br />
In the triaxial shear the test is performed using a cylinder of the test material which is<br />
surrounded by a pressurized fluid. The top of the cylindrical test specimen is loaded and the deflection<br />
of the sample is measured. The point at which the sample begins to fail is the shear strength at a<br />
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