Iowa Civil Rights Commission Annual Report 1987

Annual report for the Iowa Civil Rights Commission

Coppice Management of Iowa Hardwoods, June 1987

Principles and techniques that should be followed to either promote or retard coppice regeneration.

Management of Floodpain Forests, June 1987

A river or stream and its floodplain exist in a state of dynamic equilibrium. This four page report explains the management of floodplain forests.

Executive Order Number Twenty Seven, March 3, 1987

Create and Interagency Council.

Executive Order Number Twenty Eight, March 4, 1987

Establish gift reporting for the Excutive Department of State government.

Executive Order Number Twenty Nine, April 1, 1987

Extension of the State of economic emergency reference in Excutive Order #20

Executive Order Number Thirty, April 15, 1987

Create and establish reporting requirements for the Excutive Department of State Government.

Executive Order Number Thirty One, June 29, 1987

Establish gift reporting requirements for the Executive Department of State Government.

Executive Order Number Thirty Two, July 7, 1987

Create the Governor's Alliance on Substance Abuse within the Department of Public Health.

Executive Order Number Thirty Three, August 21, 1987

Continue the TIM Council.

State of Iowa Historical Building : Built in 1987, 2001.

Information brochure on the State of Iowa Historical Building

Dedication of monuments erected by the state of Iowa,commemorating the death, suffering and valor of her soldiers on the battlefields of Vickburg, Lookout Mountain, Missionary Ridge, Shiloh, and in the Confederate prison at Andersonville,November twelfth to twenty-sixth, nineteen hundred and six,1908.

This book contains information on the dedication ceremony of Iowa monuments on the southern battlefields from the civil war and their final transfer made to the care of the general government. It includes history of the battles, photos and maps.

Retardation of Reflective Cracking using Additive 5990, February, 1987

Research was conducted in 1980 using Additive 5990 to prevent reflective cracking in asphalt cement concrete when placed over portland cement concrete. Test sections were placed with 08, 3%, 6 8 , and 9% Additive 5990 by weight of asphalt cement at mix temperatures between 375OF and 415°F with AC-5 and AC-10 grade asphalt cement. Also, sections using AC-5 and AC-10 were constructed with the normal mix temperature (not to exceed 330°F). One section was placed using AC-20 mixed at the normal mix temperature. It was concluded that the Additive 5990 did not prevent reflective cracking on this project.

Memorial exercises in honor of William Boyd Allison : in Hall of House of Representatives, State Capitol, Des Moines, Iowa, Tuesday, September 8, 1908

Program of the memorial in honor of William Boyd Allison, senior Senator of the State of Iowa, who died at his home in Dubuque, Iowa, August 4, 1908. It includes full text of remarks presented at the memorial by dignitaries in attendance.

Optimization of Soil Stabilization with Class C Fly Ash, January 1987

Previous Iowa DOT sponsored research has shown that some Class C fly ashes are ementitious (because calcium is combined as calcium aluminates) while other Class C ashes containing similar amounts of elemental calcium are not (1). Fly ashes from modern power plants in Iowa contain significant amounts of calcium in their glassy phases, regardless of their cementitious properties. The present research was based on these findings and on the hyphothesis that: attack of the amorphous phase of high calcium fly ash could be initiated with trace additives, thus making calcium available for formation of useful calcium-silicate cements. Phase I research was devoted to finding potential additives through a screening process; the likely chemicals were tested with fly ashes representative of the cementitious and non-cementitious ashes available in the state. Ammonium phosphate, a fertilizer, was found to produce 3,600 psi cement with cementitious Neal #4 fly ash; this strength is roughly equivalent to that of portland cement, but at about one-third the cost. Neal #2 fly ash, a slightly cementitious Class C, was found to respond best with ammonium nitrate; through the additive, a near-zero strength material was transformed into a 1,200 psi cement. The second research phase was directed to optimimizing trace additive concentrations, defining the behavior of the resulting cements, evaluating more comprehensively the fly ashes available in Iowa, and explaining the cement formation mechanisms of the most promising trace additives. X-ray diffraction data demonstrate that both amorphous and crystalline hydrates of chemically enhanced fly ash differ from those of unaltered fly ash hydrates. Calciumaluminum- silicate hydrates were formed, rather than the expected (and hypothesized) calcium-silicate hydrates. These new reaction products explain the observed strength enhancement. The final phase concentrated on laboratory application of the chemically-enhanced fly ash cements to road base stabilization. Emphasis was placed on use of marginal aggregates, such as limestone crusher fines and unprocessed blow sand. The nature of the chemically modified fly ash cements led to an evaluation of fine grained soil stabilization where a wide range of materials, defined by plasticity index, could be stabilized. Parameters used for evaluation included strength, compaction requirements, set time, and frost resistance.