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1. A two lane precast concrete arch bridge in Lancaster County, PA replaced a masonry bridge built in 1917, but retained the original structure s character. A safety inspection of the original 1917 bridge revealed deterioration and structural de ciencies too extensive for repair. Design was sensitive to surrounding rural landscape. The county was able to quickly secure the Pennsylvania Historic Museum Commission s (PHMC) approval for the bridge replacement. The new concrete bridge mimics the features of the original historic structure and matches the stone-masonry-like fa ade of a nearby farmhouse. 2. Restoration of the Wisconsin Avenue Bridge in Washington, D.C. The new arch bridge needed to be simulated. Based on the analysis of a three dimensional simulation model, reinforcement con gurations to resist the stresses were nalized. It was successfully restored by using a proprietary system. The method allowed 2.5-inch diameter holes to be drilled in the arch. Stainless steel 1-inch diameter anchor bars were embedded into a polyester sock material. Cementitious grout was pumped into the sock causing it to in ate and encase the steel in 6000 psi compression grout. 3. The historic 19th Century bridge located in Valley Forge National Park in Pennsylvania is a wrought-iron through truss built in 1886 and was rehabilitated using advanced composite materials. It spans 19 meters and carries one lane of vehicular traf c. Based on the deterioration of stringers that supported a timber deck, a rehabilitation project was initiated. The solution chosen was to remove the stringers and in their place install a glass ber-reinforced polymer (GFRP) slab. The weight of the slab was roughly half the weight of the existing stringers, thereby reducing the dead load effects on the remaining structure. A wood wearing surface was installed on top of the GFRP slab to restore the deck to its initial condition. In 1998, a diagnostic load test was performed on the bridge using a pre-weighed truck. Strains and de ections of the GFRP slab and truss elements were recorded for two different truck weights and for various load passes. 4. Evaluation of historic bridges constructed in the rst half of the 20th Century: Construction Technology Laboratories, Skokie, IL used advanced NDT methods to provide vital structural and material information necessary for successful rehabilitation. Laboratory testing addressed such topics as the extent of deterioration and chloride concentration in the concrete, as well as identi cation of aggregates and cement constituents, so repair concrete could be
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Figure 2.15 An example of a historic pedestrian bridge in Hunterdon County, N.J.
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Resilient Packet Ring (RPR) . . . . . . . . . . . . . . . . . . . . 327
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Understanding Relational Databases Examples 4 . 2 4 and 4.25 depict duplicate elimination after a join. In Example 4 . 2 4 , s o m e students appear more than once as in Example 4 . 2 3 . Because only columns from the Student table are used in the output, duplicate rows appear. W h e n y o u join a parent table to a child table and show only columns from the parent table in the result, duplicate rows can appear in the result. To eliminate duplicate rows, y o u can use the D I S T I N C T keyword as shown in Example 4 . 2 5 .
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