Iowa Civil Rights Commission Annual Report, 1985

Annual report for the Iowa Civil Rights Commission

Executive Order Number Sixteen, May 10, 1985

Establish the Iowa Governor's Council on Physical Fitness and Sports and meet certain objectives.

Executive Order Number Seventeen, May 10, 1985

Create an Iowa Partnership for Economic Progress.

Executive Order Number Eighteen, July 9, 1985

Create a Telecommunication and Information Management Council.

Executive Order Number Nineteen, September 18, 1985

Order a 3.85% reduction in appropriations.

Executive Order Number Twenty, October 1, 1985

Declare that a state of economic emergency exists.

Executive Order Number Twenty One, December 24, 1985

Rename Iowa Refugee Service Center as Bureau of Refugee Programs and place it administratively in the Department of Human Services.

A Report on the Restructuring and Downsizing of Iowa State Government, prepared by Peat, Marwick, Mitchell & Co., 1985.

This report investigates the structure, form, and financial situation of the Executive branch of the State of Iowa. And makes suggestions on how to reduce infrastructure in order to reach the goal of saving money and balancing the budget.

Iowa Gold Star Museum : established in 1985, 2001.

Information brochure on the Iowa Gold Star Museum.

Evaluation of Fly Ash in Water Reduced Paving Mixtures, June 1985

Fly ash was used to replace 15% of the cement in C3WR and C6WR concrete paving mixes containing ASTM C494 Type A water reducin9 admixtures. Two Class C ashes and one Class F ash from Iowa approved sources were examined in each mix. When Class C ashes were used they were substituted on the basis of 1 pound of ash added for each pound of cement deleted. When Class F was used it was substituted on the basis of 1.25 pounds of ash added for each pound of cement deleted. Compressive strengths of the water reduced mixes, with and without fly ash, were determined at 7, 28, and 56 days of age. In every case except one the mixes containing the fly ash exhibited higher strengths than the same concrete mix without the fly ash. An excellent correlation existed between the C3WR and C6WR mixes both with and without fly ash substitutions. The freeze-thaw durability of the concrete studied was not affected by presence or absence of fly ash. The data gathered suggests that the present Class C water reduced concrete paving mixes can be modified to allow the substitution of 15% of the cement with an approved fly ash.

Third biennial report of the Attorney-General of the state of Iowa,1902.

This report includes business transacted and official opinions by the Iowa Attorney General during the years 1900 and 1901.

Library buildings : Selection of an architect ... A paper read before the Iowa Library Association at Grinnell, Iowa. October 30, 1902.

This leaflet, no. 7, by Grant C. Miller, of Patton & Miller Architects in Chicago, contains information on how to plan the erection of a new library building. It discusses how to select a librarian, architect, location and surroundings design and layout needed to best serve the library users.

How a soybean plant develops,1985.

This revised special report from the Iowa State University Cooperative Extension Service, no. 53. is designed to aid those involved in soybean production to more fully understand how the soybean plant develops. The content is both basic and applied. The basic information explains soybean growth and development through one life cycle. Management guides pinpoint practices needed for optimum plant growth and production.

Chlordane Contamination Study of the Cedar River, Cedar Rapids, Iowa, Spring-Summer 1985

This report from the University Hygienic Laboratory contains the results of a chlordane study of the Cedar River taken in the spring and summer of 1985 after it was discovered from a routine fish tissue monitoring program in Iowa that it contained levels of chlordane in excess of the FDA action level.

Underseal Evaluation Project: Poweshiek County I-80 Near Milepost 189.5, Eastbound Roadway, MLR-85-10, 1985

The purpose of this project was to determine the optimal hole pattern needed for undersealing work, and also to determine if it is feasible to underseal a roadway with existing longitudinal subdrains without plugging the subdrain system. At the test site the hole pattern had little effect on the grout distribution. It was found that the hole pattern, to be effective, must locate existing voids and that holes must extend at least 2 in. (5 cm) below the underside of the pavement. It appeared that pavements can be undersealed without significant damage to the existing subdrains, but special care is needed to assure that excess grout is not injected into the drainage system. Recommendations are made concerning the hole pattern, grout efflux time, and procedures for minimizing the risk of plugging the subdrains with grout.