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Project Title: Evaluation of Washington Hydraulic
Fracture Test (SHRP) for D-Cracking Aggregate
Sponsored
by: Illinois Transportation Research Center
Research
Objectives:
- Develop a new Washington Hydraulic
Fracture Test (WHFT) apparatus incorporating better features including an automated
controller for the machine in order to make the results more reliable.
- Test the aggregate samples provided
by ILDOT using both the old and UIC modified WHFT machines.
- Determine if the test results from
the Washington Hydraulic Fracture Tests (SHRP) can be correlated with the Illinois
Department of Transportation (ILDOT) modified version of AASHTO T-161, Method B, to
identify aggregates that are susceptible to D-cracking.
- Recommend whether and how the
Washington Hydraulic Fracture Test (SHRP) can be incorporated in ILDOTs testing
procedure for concrete aggregates.
Accomplishments:
- Twenty one different aggregate
samples, with different degrees of freeze-thaw susceptibility, were tested according to
the WHFT test procedure on both old and newly developed machines.
- Petrographic analysis was conducted
on each aggregate sample in order to determine its air content, pore size and pore size
distribution.
- The pore size distribution as well as
the durability factor of all the aggregates were also determined by performing the mercury
intrusion porosimeter test.
- Correlation analysis was performed on
the results from the WHFT test and were compared with the freeze-thaw results.

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| Fig.14 UIC modified Washington Hydraulic
Fracture Test setup |
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