A longitudinal analysis of disproportionality in statewide exclusionary discipline of students with disabilities

The study examined the state-by-state changes in the rates of exclusionary discipline of students with disabilities compared to their non-disabled peers. Historically, students with disabilities have been excluded at rates that are out of proportion with their population. This study used state discipline to investigate the current status of disproportional exclusion of students with disabilities and if there are any regional trends in the discipline of students receiving special education services. Results indicate that in both the 2009-2010 and 2011-2012 school years, there were significant differences between the rates at which students with and without disabilities were disciplined. Students with disabilities were suspended at higher rates during both school years and expelled at higher rates during the 2011-2012 school year. Results also suggest that rates of suspensions and expulsions continue to be high, particularly for students with disabilities. Findings may help states and schools develop policies that promote fair discipline of students with disabilities.

Large-Scale Controlled-Condition Experiment to Evaluate Light Weight Deflectometers for Modulus Determination and Compaction Quality Assurance of Unbound Pavement Materials

Compaction control using lightweight deflectometers (LWD) is currently being evaluated in several states and countries and fully implemented for pavement construction quality assurance (QA) by a few. Broader implementation has been hampered by the lack of a widely recognized standard for interpreting the load and deflection data obtained during construction QA testing. More specifically, reliable and practical procedures are required for relating these measurements to the fundamental material property—modulus—used in pavement design. This study presents a unique set of data and analyses for three different LWDs on a large-scale controlled-condition experiment. Three 4.5x4.5 m2 test pits were designed and constructed at target moisture and density conditions simulating acceptable and unacceptable construction quality. LWD testing was performed on the constructed layers along with static plate loading testing, conventional nuclear gauge moisture-density testing, and non-nuclear gravimetric and volumetric water content measurements. Additional material was collected for routine and exploratory tests in the laboratory. These included grain size distributions, soil classification, moisture-density relations, resilient modulus testing at optimum and field conditions, and an advanced experiment of LWD testing on top of the Proctor compaction mold. This unique large-scale controlled-condition experiment provides an excellent high quality resource of data that can be used by future researchers to find a rigorous, theoretically sound, and straightforward technique for standardizing LWD determination of modulus and construction QA for unbound pavement materials.