18 resultados para Divided Wall Column

em Iowa Publications Online (IPO) - State Library, State of Iowa (Iowa), United States


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Audit report on the City of Wall Lake, Iowa for the year ended June 30, 2006.

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Stratigraphic Column of Iowa

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Examination report on the City of Wall Lake, Iowa for the period July 1, 2012 through June 30, 2013

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This research, initiated in October 1992, was located at the intersection of Blairs Ferry Road and Lindale Drive in the City of Marion. The wall is located on the southeast corner of the intersection. Reinforced retaining wall construction started with a five inch base of roadstone with one inch of sand for leveling purposes. One and one-half to two feet of one inch clean stone was placed behind the blocks. A four inch perforated plastic pipe was placed approximately nine inches from the bottom of the one inch clean stone. The Tenswal, tensar geogrid was placed at every third layer. Openings in the Tenswal are hooked over plastic dowels in the blocks. The tenswal reaches from the face of the wall back 5' to 8'. The cost for constructing this wall was $124,400. The wall has performed well for the past five years. The wall improves the aesthetics of a high traffic volume intersection of an urban area. Many positive comments have been received by the city regarding its appearance. The City of Marion has been pleased with the wall and has used this type of wall on subsequent projects.

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Agreed-upon procedures report on the City of Wall Lake, Iowa for the period July 1, 2013 through June 30, 2014

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This is a monthly column prepared by the Iowa Public Information Board to update Iowans on the IPIB’s activities and provide information on some of the issues routinely addressed by the board.

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This is a monthly column prepared by the Iowa Public Information Board to update Iowans on the IPIB’s activities and provide information on some of the issues routinely addressed by the board.

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This is a monthly column prepared by the Iowa Public Information Board to update Iowans on the IPIB’s activities and provide information on some of the issues routinely addressed by the board.

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This is a monthly column prepared by the Iowa Public Information Board to update Iowans on the IPIB’s activities and provide information on some of the issues routinely addressed by the board.

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This is a monthly column prepared by the Iowa Public Information Board to update Iowans on the IPIB’s activities and provide information on some of the issues routinely addressed by the board.

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This is a monthly column prepared by the Iowa Public Information Board to update Iowans on the IPIB’s activities and provide information on some of the issues routinely addressed by the board.

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This is a monthly column prepared by the Iowa Public Information Board to update Iowans on the IPIB’s activities and provide information on some of the issues routinely addressed by the board.

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This is a monthly column prepared by the Iowa Public Information Board to update Iowans on the IPIB’s activities and provide information on some of the issues routinely addressed by the board.

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This is a monthly column prepared by the Iowa Public Information Board to update Iowans on the IPIB’s activities and provide information on some of the issues routinely addressed by the board.

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Based on previous National Bridge Inventory data, the state of Iowa has nearly 20,000 bridges on low-volume roads (LVRs). Thus, these bridges are the responsibility of the county engineers. Of the bridges on the county roads, 24 percent are structurally deficient and 5 percent are functionally obsolete. A large number of the older bridges on the LVRs are built on timber piling with timber back walls. In many cases, as timber abutments and piers age, the piling and back wall planks deteriorate at a rate faster than the bridge superstructure. As a result, a large percentage of the structurally deficient bridges on LVRs are classified as such because of the condition of the timber substructure elements. As funds for replacing bridges decline and construction costs increase, effective rehabilitation and strengthening techniques for extending the life of the timber substructures in bridges with structurally sound superstructures has become even more important. Several counties have implemented various techniques to strengthen/repair damaged piling, however, there is minimal data documenting the effectiveness of these techniques. There are numerous instances where cracked and failed pilings have been repaired. However, there are no experimental data on the effectiveness of the repairs or on the percentage of load transferred from the superstructure to the sound pile below. To address the research needs, a review and evaluation of current maintenance and rehabilitation methods was completed. Additionally, a nationwide survey was conducted to learn the methods used beyond Iowa. Field investigation and live-load testing of bridges with certain Iowa methods was completed. Lastly, laboratory testing of new strengthening and rehabilitation methods was performed.