Technical Reports
Ballast Fouling Measurement Tool: Phase 1
A prototype man-portable ballast inspection instrument was developed by Earth Science Systems, LLC (ESS) at their facility for use by track inspectors based on ground penetrating radar (GPR) called the RAdar Ballast Inspection Tool (RABIT). During this study, it was determined that the RABIT...Material and Manufacturing Requirements for Freeze-Thaw Durable Concrete Railroad Ties, Appendices A Through C
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Material and Manufacturing Requirements for Freeze-Thaw Durable Concrete Railroad Ties: Volume I Material and Manufacturing Requirements for Freeze-Thaw Durable Concrete Railroad Ties: Volume IIInspection of Concrete Ties Using Sonic/Ultrasonic Impact Velocity and Impact Echo Measurements
This report documents NDT Corporation’s development of a non-destructive system for inspecting the internal condition of concrete crossties using sonic/ultrasonic impact velocity (IV) and impact echo (IE) measurements. The system, developed at NDT’s facility and tested on numerous railroads in the...Material and Manufacturing Requirements for Freeze-Thaw Durable Concrete Railroad Ties: Volume II
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Material and Manufacturing Requirements for Freeze-Thaw Durable Concrete Railroad Ties: Volume IMaterial and Manufacturing Requirements for Freeze-Thaw Durable Concrete Railroad Ties, Appendices A Through C
Material and Manufacturing Requirements for Freeze-Thaw Durable Concrete Railroad Ties: Volume I
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Material and Manufacturing Requirements for Freeze-Thaw Durable Concrete Railroad Ties: Volume IIMaterial and Manufacturing Requirements for Freeze-Thaw Durable Concrete Railroad Ties, Appendices A Through C
Seismic Testing for Track Substructure Assessment
The University of Illinois at Urbana-Champaign (UIUC) presented equipment, test procedure, and interpretation techniques to rapidly, non-invasively, and quantitatively measure the engineering properties of track substructure (ballast and subgrade). In particular, seismic surface wave testing with...Next-Generation Foundations for Special Trackwork – Phase II
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Next-Generation Foundations for Special Trackwork – Phase I Next-Generation Foundations for Special Trackwork – Phase III