Iowa Workforce Development Annual Report Fiscal Year 2012

Iowa ended its third year of a moderate economic recovery as fiscal year 2012 came to a close. Though many of the fundamentals in the state’s economy reflected strength during the year, employment had not returned to its pre-recession level, and job growth remained tepid. Furthermore, there was a distinct dichotomy in where hiring occurred. Most of the state’s job growth was concentrated in the goods-producing industries of construction and manufacturing, while the service-providing industries showed little momentum except for healthcare. Within the manufacturing sector, machinery products was one of the state’s fastest-growing subsectors in 2011, accounting for the creation of several thousand higher-paying jobs. The state’s nonfarm employment advanced by 12,200 in FY 2012 led primarily by growth in manufacturing and construction, which were up 9,900 and 3,800, respectively. Healthcare was the strongest of the service-providing industries with an annual gain of 2,600 jobs, while government continued to be the biggest drag on the statewide economy. Although all three levels of government employment dropped from one year ago, state government lost the most jobs at 1,900.

Iowa Workforce Development Annual Report Fiscal Year 2013

The past fiscal year brought some improvements in the Iowa economy that should position the state for stronger hiring in the year ahead. The housing market is on solid footing, and hiring is broader in scope, including a number of the service-providing industries that had been on hold for some time. State and local government fiscal conditions have also stabilized due to a rise in tax revenues. This means that government cutbacks will be less of a drag on overall job growth. During FY 2013, Iowa’s non-farm jobs advanced by 19,200 (+1.3 percent) compared to 23,000 (+1.6 percent) for the prior fiscal year. Although manufacturing continued to post the largest over the year job gain at close to 5,600, job growth shifted away from manufacturing to the service providing industries by mid-year. Annual job gains of 2,000 or more were reflected in professional and business services, education and health, leisure and hospitality, retail trade and financial activities. Statewide non-farm employment averaged 1,517,700 in FY 2013, the highest level achieved since the record of 1,524,800 in FY 2008.

Investigation of Two Bridge Alternatives for Low Volume Roads, Volume 1 of 2 Concept 1: Precast Steel Beam Units, HR-382, 1997

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.