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7.0 CHAPTER 7 SUMMARY AND CONCLUSIONS<br />
7.1 SUMMARY<br />
This study, “Slurry Seal/Micro-Surfacing Mix Design Procedure”, was conducted from July 2003<br />
to November 2008 by Fugro Consultants Inc., Austin, Texas serving as the prime contractor<br />
with support from Applied Pavement Technology, Inc., Urbana, IL, MACTEC Engineering and<br />
Consulting Co., North Highlands, CA and CEL Laboratories, Oakland CA. The project was the<br />
result of a 14 state pooled fund solicitation managed by the California Department of<br />
Transportation.<br />
The purpose of the study was to develop a rational mix design procedure for slurry seal and<br />
microsurfacing mixtures. After conducting an extensive national and international literature<br />
review and an industry survey of existing practices, the research team posited a mix design<br />
process that formed the basis for the remainder of the study. A number of possible test<br />
methods were identified that would potentially assist the study in identifying the characteristics<br />
of slurry surfacing mixes that relate to mixing, spreading, and curing. The intention was to use<br />
procedures, either existing or developed ones that would minimize operator (technician) bias<br />
and also relate to various placement conditions in the field.<br />
Two test procedures that had been used in Europe, the “German” mixing test which the team<br />
renamed the Automated Mixing Test (AMT) and the “French” Wet Track Abrasion Test renamed<br />
the Cohesion Abrasion Test (CAT) were identified in the literature survey and were selected to<br />
be studied in comparison to existing International Slurry Surfacing Association test methods TB-<br />
113 and TB-100. A third procedure, an automated cohesion tester, was developed by an<br />
equipment manufacturer for the study and was named the ACT.<br />
The benefit of using the AMT mixing test, once all the equipment details were worked out, was<br />
the standardization of the mixing process under various temperature and humidity conditions<br />
that could be expected in the field. The CAT was adopted since the method used standard<br />
equipment used in TB-100 but used the entire gradation of the mix unlike TB-100 which the plus<br />
#4 material is scalped off. The ACT eliminates the operator bias associated with the torque<br />
wrench that is used to apply the load to the specimen.<br />
In addition to the test procedure development, test protocols were developed for both the AMT<br />
and CAT and ruggedness testing was conducted for both test methods.<br />
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