Identification of the Best Practices for Design, Construction, and Repair of Bridge Approches, 2005

Bridge approach settlement and the formation of the bump is a common problem in Iowa that draws upon considerable resources for maintenance and creates a negative perception in the minds of transportation users. This research study was undertaken to investigate bridge approach problems and develop new concepts for design, construction, and maintenance that will reduce this costly problem. As a result of the research described in this report, the following changes are suggested for implementation on a pilot test basis: • Use porous backfill behind the abutment and/or geocomposite drainage systems to improve drainage capacity and reduce erosion around the abutment. • On a pilot basis, connect the approach slab to the bridge abutment. Change the expansion joint at the bridge to a construction joint of 2 inch. Use a more effective joint sealing system at the CF joint. Change the abutment wall rebar from #5 to #7 for non-integral abutments. • For bridges with soft foundation or embankment soils, implement practices of better compaction, preloading, ground improvement, soil removal and replacement, or soil reinforcement that reduce time-dependent post construction settlements.

Identification of the Best Practices for Design, Construction, and Repair of Bridge Approaches, January 2005

Bridge approach settlement and the formation of the bump is a common problem in Iowa that draws upon considerable resources for maintenance and creates a negative perception in the minds of transportation users. This research study was undertaken to investigate bridge approach problems and develop new concepts for design, construction, and maintenance that will reduce this costly problem. As a result of the research described in this report, the following changes are suggested for implementation on a pilot test basis: • Use porous backfill behind the abutment and/or geocomposite drainage systems to improve drainage capacity and reduce erosion around the abutment. • On a pilot basis, connect the approach slab to the bridge abutment. Change the expansion joint at the bridge to a construction joint of 2 inch. Use a more effective joint sealing system at the CF joint. Change the abutment wall rebar from #5 to #7 for non-integral abutments. • For bridges with soft foundation or embankment soils, implement practices of better compaction, preloading, ground improvement, soil removal and replacement, or soil reinforcement that reduce time-dependent post construction settlements.

State Government E-Commerce Study Encouraging the Use of Electronic Financial Transactions With the Citizens of Iowa, January 20, 2006

This report was produced in compliance the 2005 Iowa Acts, Chapter 52 passed by the Eighty-First General Assembly, Session One (2005), requiring that it be submitted to the General Assembly by January 20, 2006. The legislative language mandating the report reads as follows: “It is the intent of the general assembly to encourage the use of electronic transactions with regard to the state's dealings with the citizens of Iowa and other persons. The department of administrative services shall develop recommendations, including proposed legislation, to encourage the use of electronic commerce, including the acceptance of credit card payments, with regard to transactions involving the state. The department shall consult with the state treasurer, state entities currently accepting credit card payments, and any other state entities identified as considering the acceptance of credit card payments when developing the recommendations. The department shall deliver a report to the general assembly by January 20, 2006, including any recommendations, proposed legislation, and other related information, including cost information associated with credit card payments.”

Report of the Code Commission : to accompany the code as reported to the Twenty-sixth General Assembly of Iowa, in accordance with the provisions of chapter one hundred and fifteen of the acts of the Twenty-fifth General Assembly,1895.

This is the Report of the Code Commissioners to the Twenty-fifth General Assembly of the State of Iowa