8 resultados para lead in soils

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


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In accordance with 19B.5 of the Code of Iowa, the 2005 Affirmative Action in Iowa report illustrates the progress made during fiscal year 2005 to balance the State's worforce, the challenges that the State must address and the effort that the Department of Administratie Services must lead in order to remove barriers that limit the hiring, retention and advancement of females, minorities and persons with disabilities in the State's workforce. Highlighted in the report are four departments that initiated proactive and innovative measures to address their workplace equal opportunity, affirmative action and diversity programs. Additionally, the Department of Administrative Services-Human Resources Enterprise outlines its plan to build on its past efforts as well as pursue new initiatives to partner with advocacy groups and reach out to the commuity more directely to enhance employment opportunities for females, minorities and persons with disabilities in State of Iowa employment.

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In accordance with 19B.5 of the Code of Iowa, the 2005 Affirmative Action in Iowa report illustrates the progress made during fiscal year 2005 to balance the State's worforce, the challenges that the State must address and the effort that the Department of Administratie Services must lead in order to remove barriers that limit the hiring, retention and advancement of females, minorities and persons with disabilities in the State's workforce. Highlighted in the report are four departments that initiated proactive and innovative measures to address their workplace equal opportunity, affirmative action and diversity programs. Additionally, the Department of Administrative Services-Human Resources Enterprise outlines its plan to build on its past efforts as well as pursue new initiatives to partner with advocacy groups and reach out to the commuity more directely to enhance employment opportunities for females, minorities and persons with disabilities in State of Iowa employment.

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In accordance with 19B.5 of the Code of Iowa, the 2007 Affirmative Action in Iowa report illustrates the progress made during fiscal year 2007 to balance the State's workforce, the challenges that the State must address and the effort that the Department of Administrative Services must lead in order to remove barriers that limit the hiring, retention and advancement of females, minorities and persons with disabilities in the State's workforce. Highlighted in the report are the State's efforts to improve EEO/AA/Diversity training, coordinating targeted recruitment and partnering with disability organizations. Additionally, the Department of Administrative Services-Human Resources Enterprise outlines its plan to build on its past efforts and implement recommendations to remove barriers in the state selection processes and to improve its affirmative action and auditing processes.

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In accordance with 19B.5 of the Code of Iowa, the 2006 Affirmative Action in Iowa report illustrates the progress made during fiscal year 2006 to balance the State's worforce, the challenges that the State must address and the effort that the Department of Administrative Services must lead in order to remove barriers that limit the hiring, retention and advancement of females, minorities and persons with disabilities in the State's workforce. Highlighted in the report are the qualitative achievements made by all departments setting goals for fiscal year 2006. Additionally, the Department of Administrative Services-Human Resources Enterprise outlines its plan to build on its past efforts as well as pursue new initiatives to partner with advocacy groups and reach out to the commuity more directly to enhance State employment opportunities for females, minorities and persons with disabilities.

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The MTC’s main focus is on education and human capital. This focus is in recognition of the fact that the transportation industry, both public and private, in the region served by the MTC faces a serious shortage of well-trained human capital. For this reason, the MTC is in volved in creating totally new transportation education programs at two of its member universities. The University of Northern Iowa (UNI) in Cedar Falls Iowa had no courses or students in transportation when the MTC grant began. During the first year of the grant, UNI’s Geography Department took the lead in developing courses, attracting students, an getting involved a a partner in transportation activities in its service region. A similar start-up effort is now underway at Lincoln University in Jefferson City, Missouri. The MTC has also been able to strengthen and add quality to transportation education efforts at universities in the region that were already leaders in transportation.

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The MTC’s main focus is on education and human capital. This focus is in recognition of the fact that the transportation industry, both public and private, in the region served by the MTC faces a serious shortage of well-trained human capital. For this reason, the MTC is in volved in creating totally new transportation education programs at two of its member universities. The University of Northern Iowa (UNI) in Cedar Falls Iowa had no courses or students in transportation when the MTC grant began. During the first year of the grant, UNI’s Geography Department took the lead in developing courses, attracting students, an getting involved a a partner in transportation activities in its service region. A similar start-up effort is now underway at Lincoln University in Jefferson City, Missouri. The MTC has also been able to strengthen and add quality to transportation education efforts at universities in the region that were already leaders in transportation.

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The MTC’s main focus is on education and human capital. This focus is in recognition of the fact that the transportation industry, both public and private, in the region served by the MTC faces a serious shortage of well-trained human capital. For this reason, the MTC is in volved in creating totally new transportation education programs at two of its member universities. The University of Northern Iowa (UNI) in Cedar Falls Iowa had no courses or students in transportation when the MTC grant began. During the first year of the grant, UNI’s Geography Department took the lead in developing courses, attracting students, an getting involved a a partner in transportation activities in its service region. A similar start-up effort is now underway at Lincoln University in Jefferson City, Missouri. The MTC has also been able to strengthen and add quality to transportation education efforts at universities in the region that were already leaders in transportation.

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It is generally accepted that high density polyethylene pipe (HDPE) performs well under live loads with shallow cover, provided the backfill is well compacted. Although industry standards require carefully compacted backfill, poor inspection and/or faulty construction may result in soils that provide inadequate restraint at the springlines of the pipes thereby causing failure. The objectives of this study were: 1) to experimentally define a lower limit of compaction under which the pipes perform satisfactorily, 2) to quantify the increase in soil support as compaction effort increases, 3) to evaluate pipe response for loads applied near the ends of the buried pipes, 4) to determine minimum depths of cover for a variety of pipes and soil conditions by analytically expanding the experimental results through the use of the finite element program CANDE. The test procedures used here are conservative especially for low-density fills loaded to high contact stresses. The failures observed in these tests were the combined effect of soil bearing capacity at the soil surface and localized wall bending of the pipes. Under a pavement system, the pipes' performance would be expected to be considerably better. With those caveats, the following conclusions are drawn from this study. Glacial till compacted to 50% and 80% provides insufficient support; pipe failureoccurs at surface contact stresses lower than those induced by highway trucks. On the other hand, sand backfill compacted to more than 110 pcf (17.3 kN/m3) is satisfactory. The failure mode for all pipes with all backfills is localized wall bending. At moderate tire pressures, i.e. contact stresses, deflections are reduced significantly when backfill density is increased from about 50 pcf (7.9 kN/m^3) to 90 pcf (14.1 kN/m^3). Above that unit weight, little improvement in the soil-pipe system is observed. Although pipe stiffness may vary as much as 16%, analyses show that backfill density is more important than pipe stiffness in controlling both deflections at low pipe stresses and at the ultimate capacity of the soil-pipe system. The rate of increase in ultimate strength of the system increases nearly linearly with increasing backfill density. When loads equivalent to moderate tire pressures are applied near the ends of the pipes, pipe deflections are slighly higher than when loaded at the center. Except for low density glacial till, the deflections near the ends are not excessive and the pipes perform satisfactorily. For contact stresses near the upper limit of truck tire pressures and when loaded near the end, pipes fail with localized wall bending. For flowable fill backfill, the ultimate capacity of the pipes is nearly doubled and at the upper limit of highway truck tire pressures, deflections are negligible. All pipe specimens tested at ambient laboratory room temperatures satisfied AASHTO minimum pipe stiffness requirements at 5% deflection. However, nearly all specimens tested at elevated pipe surface temperatures, approximately 122°F (50°C), failed to meet these requirements. Some HDPE pipe installations may not meet AASHTO minimum pipe stiffness requirements when installed in the summer months (i.e. if pipe surface temperatures are allowed to attain temperatures similar to those tested here). Heating of any portion of the pipe circumference reduced the load carrying capacity of specimens. The minimum soil cover depths, determined from the CANOE analysis, are controlled by the 5% deflection criterion. The minimum soil cover height is 12 in. (305 mm). Pipes with the poor silt and clay backfills with less than 85% compaction require a minimum soil cover height of 24 in. (610 mm). For the sand at 80% compaction, the A36 HDPE pipe with the lowest moment of inertia requires a minimum of 24 in. (610 mm) soil cover. The C48 HDPE pipe with the largest moment of inertia and all other pipes require a 12 in. (305 mm) minimum soil cover.