170 resultados para Waste-handling unit
Resumo:
Newsletter for Department of Natural Resources, Waste Management Division
Resumo:
Audit report on the Butler County Solid Waste Commission for the year ended June 30, 2012
Resumo:
Audit report on the Pocahontas County Solid Waste Commission for the year ended June 30, 2012
Resumo:
Audit report on the Wayne-Ringgold-Decatur County Solid Waste Management Commission for the year ended June 30, 2012
Resumo:
Audit report on the Crawford County Area Solid Waste Agency Commission for the year ended June 30, 2012
Audit report on the Delaware County Solid Waste Disposal Commission for the year ended June 30, 2012
Resumo:
Audit report on the Delaware County Solid Waste Disposal Commission for the year ended June 30, 2012
Resumo:
Audit report on the Great River Regional Waste Authority for the year ended June 30, 2012
Resumo:
Audit report on the Iowa Department of Human Services – Targeted Case Management Unit for the year ended June 30, 2012
Resumo:
Audit report on the Waste Authority of Jackson County (formerly known as the Jackson County Sanitary Disposal Agency) for the year ended June 30, 2012
Resumo:
Audit report on the Rathbun Area Solid Waste Commission for the year ended June 30, 2013
Resumo:
Reaudit report on the North Central Iowa Regional Solid Waste Agency for the period July 1, 2011 through June 30, 2012
Resumo:
Recent reports have indicated that 23.5% of the nation's highway bridges are structurally deficient and 17.7% are functionally obsolete. A significant number of these bridges are on the Iowa secondary road system where over 86% of the rural bridge management responsibilities are assigned to the counties. Some of the bridges can be strengthened or otherwise rehabilitated, but many more are in need of immediate replacement. In a recent investigation (HR-365 "Evaluation of Bridge Replacement Alternatives for the County Bridge System") several types of replacement bridges that are currently being used on low volume roads were identified. It was also determined that a large number of counties (69%) have the ability and are interested in utilizing their own forces to design and construct short span bridges. In reviewing the results from HR-365, the research team developed one "new" bridge replacement concept and a modification of a replacement system currently being used. Both of these bridge replacement alternatives were investigated in this study, the results of which are presented in two volumes. This volume (Volume 1) presents the results of Concept 1 - Steel Beam Precast Units. Concept 2 - Modification of the Beam-in-Slab Bridge is presented in Volume 2. Concept 1, involves the fabrication of precast units (two steel beams connected by a concrete slab) by county work forces. Deck thickness is limited so that the units can be fabricated at one site and then transported to the bridge site where they are connected and the remaining portion of the deck placed. Since Concept 1 bridge is primarily intended for use on low-volume roads, the precast units can be constructed with new or used beams. In the experimental part of the investigation, there were three types of static load tests: small scale connector tests, "handling strength" tests, and service and overload tests of a model bridge. Three finite element models for analyzing the bridge in various states of construction were also developed. Small scale connector tests were completed to determine the best method of connecting the precast double-T (PCDT) units. "Handling strength" tests on an individual PCDT unit were performed to determine the strength and behavior of the precast unit in this configuration. The majority of the testing was completed on the model bridge [L=9,750 mm (32 ft), W=6,400 mm (21 ft)] which was fabricated using the precast units developed. Some of the variables investigated in the model bridge tests were number of connectors required to connect adjacent precast units, contribution of diaphragms to load distribution, influence of position of diaphragms on bridge strength and load distribution, and effect of cast-in-place portion of deck on load distribution. In addition to the service load tests, the bridge was also subjected to overload conditions. Using the finite element models developed, one can predict the behavior and strength of bridges similar to the laboratory model as well as design them. Concept 1 has successfully passed all laboratory testing; the next step is to field test it.
Resumo:
Audit report of Iowa State University of Science and Technology, Ames, Iowa, and its discretely presented component unit as of and for the years ended June 30, 2013 and 2012
Resumo:
Audit report on the Crawford County Area Solid Waste Agency Commission for the year ended June 30, 2013
Resumo:
Audit report on the Shelby County Area Solid Waste Agency for the year ended June 30, 2013