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PHASE II REPORT - Caltrans

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Clamping Pressure 200Kpa<br />

Interface of foot with sample—this is<br />

rubber. Part of the process will use<br />

different surface types on the foot to<br />

improve grip and reproducibility.<br />

Motorized gear shifts shaft through 90º. Allows precise<br />

application of twisting torque to measure resistance to shear<br />

force.<br />

Torque measurement taken at base close to interface. This<br />

will prevent bending in the shaft to influence results.<br />

Electronic torque (strain gauge) measurement will transmit<br />

to PC for display.<br />

22<br />

PC will display spread sheet to include torque<br />

time graph and calculation of peak torque.<br />

PC<br />

Figure 3.6: Schematic of the Initial Automatic Cohesion Test Method<br />

The Hilt test was also considered for measuring cohesion, but was rejected for the mix design<br />

due to reported repeatability issues.<br />

3.6.4 The Cohesion-Abrasion Test (CAT)<br />

Another test that was investigated in more detail by the team is a modified version of the Wet<br />

Track Abrasion Test (WTAT), ISSA TB-100. Although not listed in Table 3.5, the modified<br />

WTAT can be used on test samples similar to those for the wet cohesion test to evaluate the<br />

increase in strength of a slurry system in the period after placement and before opening to<br />

traffic. The CAT test is the modification to the WTAT. They are two separate tests and we are<br />

recommending the CAT. He named it CAT since it is significantly different from the WTAT.<br />

As shown in Figure 3.7, the modification consists in the use of a set of wheels instead of the<br />

standard abrasion head. Abrasion loss and short-term stone retention may be measured in this<br />

test. The test may be performed under different cure conditions to determine the effect of early<br />

water intrusion due to rain. Development of this test method is described in detail in Chapter 4.<br />

Results from this test can be used to establish a limit for stone retention with respect to cure at<br />

time and conditions. Samples should be cured under the following three laboratory conditions:<br />

• Laboratory “standard” conditions 77°F (25°C), 50 percent relative humidity).<br />

• Oven at 140°F (60°C).

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