Call Number (LC) | Title | Results |
---|---|---|
TD 2.30:15-021 | Lightweight concrete : shear performance. | 1 |
TD 2.30:15-025 | Exploratory Advanced Research Program : video analytics research projects. | 1 |
TD 2.30:15-027 | Information as a source of distraction / | 1 |
TD 2.30:15-030 | Factors influencing operating speeds and safety on rural and suburban roads / | 1 |
TD 2.30:15-031 | Exploratory Advanced Research Program : research associates program 2014. | 1 |
TD 2.30:15-032 | Development of a platform technology for automated vehicle research : cooperative adaptive cruise control. | 1 |
TD 2.30:15-033 | Scour in cohesive soils / | 1 |
TD 2.30:15-034 | Strength characterization of open-graded aggregates for structural backfills / | 1 |
TD 2.30:15-036 | Long-term pavement performance program determination of in-place elastic layer modulus : backcalculation methodology and procedures / | 1 |
TD 2.30:15-037 | Determination of in-place elastic layer modulus : LTPP backcalculation methodology and procedures. | 1 |
TD 2.30:15-038 | Safety evaluation of access management policies and techniques. | 1 |
TD 2.30:15-041 |
Splice length of prestressing strand in field-cast ultra-high performance concrete connections. Comparison of driver yielding for three rapid-flashing patterns used with pedestrian crossing signs. |
2 |
TD 2.30:15-042 | Impacts of LED brightness, flash pattern, and location for illuminated pedestrian traffic control device. | 1 |
TD 2.30:15-043 | Investigating improvements to pedestrian crossings with an emphasis on the rectangular rapid-flashing beacon. | 1 |
TD 2.30:15-044 | Investigating improvements to pedestrian crossings with an emphasis on the rectangular rapid-flashing beacon. | 1 |
TD 2.30:15-047 | Evaluation of the impact of spectral power distribution on driver performance / | 1 |
TD 2.30:15-048 | Safety evaluation of centerline plus shoulder rumble strips / | 1 |
TD 2.30:15-049 | The Long-Term Pavement Performance Program / | 1 |
TD 2.30:15-056 | Analytical method to measure water in asphalt and its application to emulsion residue recovery. | 1 |
TD 2.30:15-057 | Properties of anchor rods removed from San Francisco-Oakland Bay Bridge / | 1 |