Call Number (LC) | Title | Results |
---|---|---|
TD 2.30:00-117 | Texas San Angelo Bridge, U.S. Route 67, San Angelo. | 1 |
TD 2.30:00-118 | Ohio State Road 22 at milepost 6.57, Guernsey County. | 1 |
TD 2.30:00-119 | New Hampshire Route 104 bridge over the Newfound River, Bristol. | 1 |
TD 2.30:00-120 | New Hampshire Route 3A bridge over the Newfound River, Bristol. | 1 |
TD 2.30:00-121 | Nebraska 120th Street and Giles Road bridge, Sarpy County. | 1 |
TD 2.30:00-122 | Virginia Route 40 over the Falling River, Lynchburg District. | 1 |
TD 2.30:00-123 | Virginia Virginia Avenue over the Clinch River, Richlands. | 1 |
TD 2.30:00-124 | Washington eastbound, State Route 18 over State Route 516, King County. | 1 |
TD 2.30:00-125 | North Carolina U.S. 401 over the Neuse River, Raleigh. | 1 |
TD 2.30:00-129 | LTPP and the 2002 pavement design guide | 1 |
TD 2.30:00-130 |
Improved prediction models for PCC pavement performance-related specifications Improved prediction models for PCC pavement performance-related specifications / |
2 |
TD 2.30:00-131 |
Improved prediction models for PCC pavement performance-related specifications Improved prediction models for PCC pavement performance-related specifications / |
2 |
TD 2.30:00-140 | Framework for evaluating use of recycled materials in the highway environment | 1 |
TD 2.30:00-142 | Prediction of chloride penetration in concrete | 1 |
TD 2.30:00-154 | Improved prediction models for PCC pavement performance-related specifications | 1 |
TD 2.30:00-156 | Laboratory and test-site testing of moisture-cured urethanes on steel in salt-rich environment | 1 |
TD 2.30:00-157 | Long-term durability of geosynthetics based on exhumed samples from construction projects | 1 |
TD 2.30:00-158 | Research, development, and technology | 1 |
TD 2.30:00-160 | Variability of pavement distress data from manual surveys | 2 |
TD 2.30:00-161 | The effects of higher strength and associated concrete properties on pavement performance | 1 |