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Quarterly Management Report on Research Progress - Illinois ...

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<str<strong>on</strong>g>Quarterly</str<strong>on</strong>g> <strong>Progress</strong> <str<strong>on</strong>g>Report</str<strong>on</strong>g><br />

Meeting Dates - Minutes Available?<br />

7/19/2011 - Yes 12/9/2011 - Yes<br />

<strong>Progress</strong> & Significant Results This Quarter:<br />

In the first quarter of 2012, a new graduate student researcher was hired to replace the previous student researcher who quit for pers<strong>on</strong>al reas<strong>on</strong>s.<br />

The primary task completed in the quarter was to develop a new c<strong>on</strong>crete thickness design chart (JPCP) and thickness adjustment factors for the<br />

Bureau of Local Roads and Streets manual (Chapter 44) based <strong>on</strong> the updated method implemented in Chapter 54 of the BDE manual. The<br />

proposed c<strong>on</strong>crete thicknesses were compared with the existing JPCP curves. Reliability levels were selected based <strong>on</strong> the current levels specified<br />

in Chapter 44. Overload charts were also plotted based <strong>on</strong> the proposed JPCP method but were found not to be able to produce reas<strong>on</strong>able results.<br />

Overload charts were then plotted with the AASHTO 1993 equati<strong>on</strong> for a very heavy axle load but this approach was also deemed unreas<strong>on</strong>able for<br />

implementati<strong>on</strong> due to the high axle loads required to match the old IDOT overload adjustment chart. Work was completed <strong>on</strong> reviewing the<br />

proposed CRCP thickness design spreadsheet during the quarter. The tensile stress calculati<strong>on</strong>s were reviewed and check with Illislab and an<br />

erosi<strong>on</strong> analysis technique was reviewed that was recently developed by Texas researchers al<strong>on</strong>g with several papers <strong>on</strong> the observed horiz<strong>on</strong>tal<br />

cracking in CRC Pavements. One final task c<strong>on</strong>ducted this quarter was reviewing the c<strong>on</strong>clusi<strong>on</strong> of a petrographer <strong>on</strong> the cause of cracking <strong>on</strong> I-39<br />

north of Bloomingt<strong>on</strong>.<br />

Anticipated Work Next Quarter:<br />

The BLRS rigid pavement curves will be finalized in the 2nd quarter of 2012 based <strong>on</strong> recent feedback from IDOT. An overload design chart for<br />

the BLRS will also be worked <strong>on</strong> during the summer m<strong>on</strong>ths to try and better characterize the allowable overloads for a given c<strong>on</strong>crete pavement<br />

secti<strong>on</strong> typically c<strong>on</strong>structed <strong>on</strong> the local road system. <strong>Progress</strong> will be c<strong>on</strong>tinued <strong>on</strong> the CRCP design spreadsheet. An undergraduate student<br />

researcher will be hired during the summer to organize and c<strong>on</strong>duct surveys <strong>on</strong> existing UTW secti<strong>on</strong>s. A former graduate researcher will also work<br />

with the PI to draft proposed the overload design charts. The current graduate student researcher is employed with an out of state summer job and<br />

will not have significant time to work in the summer m<strong>on</strong>ths <strong>on</strong> the CRCP procedure.<br />

Project Impediments & Recommended Soluti<strong>on</strong>s:<br />

Deliverables and Implementati<strong>on</strong> Strategy:<br />

Last Updated: 6/18/2012<br />

Approved By TRP Chair: 5/9/2012<br />

ICT Project Home<br />

18<br />

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