Stratigraphic Column of Iowa, 2004

Stratigraphic Column of Iowa

Native Grassland Conversion: the Roles of Risk Intervention and Switching Costs

We develop a real option model of the irreversible native grassland conversion decision. Upon plowing, native grassland can be followed by either a permanent cropping system or a system in which land is put under cropping (respectively, grazing) whenever crop prices are high (respectively, low). Switching costs are incurred upon alternating between cropping and grazing. The effects of risk intervention in the form of crop insurance subsidies are studied, as are the effects of cropping innovations that reduce switching costs. We calibrate the model by using cropping return data for South Central North Dakota from 1989 to 2012. Simulations show that a risk intervention that offsets 20% of a cropping return shortfall increases the sod-busting cost threshold, below which native sod will be busted, by 41% (or $43.7/acre). Omitting cropping return risk across time underestimates this sod-busting cost threshold by 23% (or $24.35/acre), and hence underestimates the native sod conversion caused by crop production.

Concrete Pavement Mixture Design and Analysis (MDA): Application of a Portable X-Ray Fluorescence Technique to Assess Concrete Mix Proportions , TPF-5(205), 2012

Any transportation infrastructure system is inherently concerned with durability and performance issues. The proportioning and uniformity control of concrete mixtures are critical factors that directly affect the longevity and performance of the portland cement concrete pavement systems. At present, the only means available to monitor mix proportions of any given batch are to track batch tickets created at the batch plant. However, this does not take into account potential errors in loading materials into storage silos, calibration errors, and addition of water after dispatch. Therefore, there is a need for a rapid, cost-effective, and reliable field test that estimates the proportions of as-delivered concrete mixtures. In addition, performance based specifications will be more easily implemented if there is a way to readily demonstrate whether any given batch is similar to the proportions already accepted based on laboratory performance testing. The goal of the present research project is to investigate the potential use of a portable x-ray fluorescence (XRF) technique to assess the proportions of concrete mixtures as they are delivered. Tests were conducted on the raw materials, paste and mortar samples using a portable XRF device. There is a reasonable correlation between the actual and calculated mix proportions of the paste samples, but data on mortar samples was less reliable.

IPIB Monthly Column, February 2015

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.

IPIB Monthly Column, November 2014

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.

IPIB Monthly Column, August 2014

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.

IPIB Monthly Column, December 2014

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.

IPIB Monthly Column, July 2014

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.

IPIB Monthly Column, June 2014

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.

IPIB Monthly Column, May 2014

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.

IPIB Monthly Column, October 2014

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.

IPIB Monthly Column, September 2014

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.

Feasibility Investigation of Segmentally Precast Bridge Piers for Accelerated Construction, TR-556, 2009

An innovative structural system for pier columns was investigated through a series of laboratory experiments. The columns and connections examined were comprised of precast concrete segments to accelerate construction. In addition some of the columns employed unbonded post-tensioning to self-center the columns when subjected to lateral loads and structural fuses to control large lateral deflections, dissipate energy, and expedite repair in the event of a catastrophic loading event. Six cantilever columns with varying component materials and connection details were subjected to a regimen of vertical dead loads and cyclic, quasi-static lateral loads. One column was designed as a control column to represent the behavior of a conventional reinforced concrete column and provide a basis for comparison with the remaining five jointed columns designed with the proposed structural system. After sustaining significant damage, the self-centering, jointed columns were repaired by replacing the structural fuses and retested to failure to investigate the effectiveness of the repair. The experiments identified both effective and unsatisfactory details for the jointed system. Two of the jointed columns demonstrated equivalent lateral strength, greater lateral stiffness, and greater lateral deformation capacity than the control column. The self-centering capability of the jointed columns was clearly demonstrated as well, and the repair technique proved effective as demonstrated by nearly identical pre and post repair behavior. The authors believe the proposed system to be a feasible alternative to conventional pier systems and recommend further development of details.