Iowa Civil Rights Commission Annual Report, 1967-68

Annual report for the Iowa Civil Rights Commission

Executive Order Number Seven, January 1967

Executive Orders from Governor Hughes. Honorary Appointments on Staff of the Commander in Chief.

Executive Order Number Eight, August 1967

Executive Orders from Governor Hughes. Planning and programming within State government.

Executive Order Number Nine, October 1967

Executive Orders from Governor Hughes. Proclaim a code of fair practices and repeal Executive Order #1 (May 14, 1964).

Slip-Form Paving as Developed and Pioneered in Iowa,1961.

Summarizes Iowa's 14 years of experience in pioneering and developing slip-form paving methods

Executive Order No. 1, February 27, 1961

Iowa Liquor Commission is directed to coordinate with the State Car Dispatcher the merger of various IBM equipment.

Executive Order No. 2, February 27, 1961

State Car Dispatcher is directed to coordinate with the Iowa Liquor Commission the merger of various IBM equipment.

Executive Order No. 3, March 1, 1961

Informing several departments that approval for the change in data processing equipment should be approved in writing from the State Comptroller prior to submission to the Executive Council.

Executive Order No. 4, March 30, 1961

Requesting that all Department Heads of all Agencies of the State Government compile an inventory of all property in their deparments or under the control of their department.

Executive Order No. 5, April 11, 1961

Requesting all state departments having state automobiles stationed and operated in the Des Moines area have them inspected at the Des Moines Municipal Car Inspection Station.

State of Iowa Transportation Map, 1961

This document is the State Map of Iowa, both front and back of the year in the title. All maps were are in pdf format and can be used as a historical reference.

State of Iowa Transportation Map, 1967

This document is the State Map of Iowa, both front and back of the year in the title. All maps were are in pdf format and can be used as a historical reference.

State of Iowa Transportation Map, 1967

This document is the State Map of Iowa, both front and back of the year in the title. All maps were are in pdf format and can be used as a historical reference.

Feasibility Study of Strengthening Existing Single Span Steel Beam Concrete Deck Bridges, June 1961

Iowa has the same problem that confronts most states in the United States: many bridges constructed more than 20 years ago either have deteriorated to the point that they are inadequate for original design loads or have been rendered inadequate by changes in design/maintenance standards or design loads. Inadequate bridges require either strengthening or posting for reduced loads. A sizeable number of single span, composite concrete deck - steel I beam bridges in Iowa currently cannot be rated to carry today's design loads. Various methods for strengthening the unsafe bridges have been proposed and some methods have been tried. No method appears to be as economical and promising as strengthening by post-tensioning of the steel beams. At the time this research study was begun, the feasibility of posttensioning existing composite bridges was unknown. As one would expect, the design of a bridge-strengthening scheme utilizing post-tensioning is quite complex. The design involves composite construction stressed in an abnormal manner (possible tension in the deck slab), consideration of different sizes of exterior and interior beams, cover-plated beams already designed for maximum moment at midspan and at plate cut-off points, complex live load distribution, and distribution of post-tensioningforces and moments among the bridge beams. Although information is available on many of these topics, there is miminal information on several of them and no information available on the total design problem. This study, therefore, is an effort to gather some of the missing information, primarily through testing a half-size bridge model and thus determining the feasibility of strengthening composite bridges by post-tensioning. Based on the results of this study, the authors anticipate that a second phase of the study will be undertaken and directed toward strengthening of one or more prototype bridges in Iowa.

Investigation of the Loss of Prestress in Prestressed Concrete Beams due to Steam Curing, HR-62, 1961

Mass production of prestressed concrete beams is facilitated by the accelerated curing of the concrete. The ·method most commonly used for this purpose is steam curing at atmospheric pressure. This requires concrete temperatures as high as 150°F. during the curing period. Prestressing facilities in Iowa are located out of doors. This means that during the winter season the forms are set and the steel cables are stressed at temperatures as low as 0°F. The thermal expansion of the prestressing cables should result in a reduction of the stress which was placed in them at the lower temperature. If the stress is reduced in the cables, then the amount of prestress ultimately transferred to the concrete may be less than the amount for which the beam was designed. Research project HR-62 was undertaken to measure and explain the difference between the initial stress placed in the cables and the actual stress which is eventually transferred to the concrete. The project was assigned to the Materials Department Laboratory under the general supervision of the Testing Engineer, Mr. James W. Johnson. A small stress bed complete with steam curing facilities was set up in the laboratory, and prestressed concrete beams were fabricated under closely controlled conditions. Measurements were made to determine the initial stress in the steel and the final stress in the concrete. The results of these tests indicate that there is a general loss of prestressing force in excess of that caused by elastic shortening of the concrete. The exact amount of the loss and the identification of the factors involved could not be determined from this limited investigation.