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A Rheological Investigation Of Asphaltic Materials, W. A. Mossbarger Jr.

Kentucky Transportation Center Research Report

Asphalts, serving as cements or binders in bituminous pavements, behave essentially as purely viscous, mobile, liquids at high temperatures and assume varying degrees of viscoelasticity, plasticity, elasticity, etc., upon cooling. They stiffen to a semi-solid state at cold temperature and do not. exhibit a discrete melting or freezing point, Saal (1)* classifies bitumens into three types according to their rheological properties at normal temperatures. They are: 1) those which behave entirely or almost entirely like Newtonian liquids, 2) those which show elastic effects during initial deformation and which exhibit Newtonian flow thereafter, and 3) those which show almost complete resilience …

Status Report On Landslide Area On I-75, Covington, Kentucky [August 1963], Robert C. Deen

Kentucky Transportation Center Research Report

This report has been prepared to describe the conditions of the landslide area on Interstate Route I-75 in Covington, Kentucky, since May 15, 1963, the date of an earlier status report. Subsurface data which has been collected and assembled during the past three months is also included. Possible corrective considerations have also been included in this report.

The rainfall data included in this report, as well as the previous status report (May 15, 1963), are the official 24-hour precipitation recorded by the U. S. Weather Bureau at the Greater Cincinnati Airport in Boone County, Kentucky. The airport is located approximately …

College Of Law Commencement Program, 1963, University Of Kentucky

Graduation Programs

No abstract provided.

Interim Report On Rural Secondary, Base Stabilization Projects, Robert C. Deen, J. D. Shackelford

Kentucky Transportation Center Research Report

Early in 1962, the Division of Rural Highways selected several base stabilization projects for construction during the 1962 season. These projects were to involve the addition of 1-1/2 to 3 inches of compacted granular base to existing, rural secondary, traffic-bound macadam roads. Since these roads were not intended to be surfaced, calcium chloride and sodium chloride were to be added to the additional granular base material in an attempt to retain or "hold" the aggregate on the road. This treatment was in tended to improve the road and to build up the base over a period of a few years …

Status Report On Landslide Area On I-75, Covington, Kentucky [May 1963], Robert C. Deen

Kentucky Transportation Center Research Report

This report has been prepared to describe the history and present condition of a landslide area on Interstate Route I-75 in Covington, Kentucky, This landslide is one of several to be studied as part of a research project on the "Development of a Practical Method of Locating and Tracing Seepage Water in Unstable Slopes. " On April 10, 1963, a request was submitted to the Bureau of Public Roads to change the Work Program HPS-1(24) to include this research project. Approval was received on May 2, 1963. Work done on this research project prior to May 2 was at Department …

Inspection-Performance Report; Plant-Mix, Initial Treatment; Morgantown-Woodbury Road, Butler County, Robert L. Florence

Kentucky Transportation Center Research Report

No abstract provided.

Experimental Use Of Thermo-Plastic Pavement-Striping Materials, James H. Havens

Kentucky Transportation Center Research Report

The purposes and objectives of this experimental study are: 1) to evaluate the application and performance characteristics of hot-melt plastic, pavement-striping materials which are presently prominent and known commercially as "Catatherm" and "Perma-Line"; 2) to compare the performance of these materials with the performance of painted stripes applied and re-newed according to the current practices of the Kentucky Department of Highways; and 3) to evaluate the economics of these striping materials in terms of cost-per-mile per-day-of-useful-life, The project is described more fully in the "Proposal... " (approved by Division Engineer, September 7, 1962) and in Report No. 1 (Pre-Construction Report) …

Slurry Seal Maintenance And Test Applications Of 1962, Robert L. Florence

Kentucky Transportation Center Research Report

No abstract provided.

On A Highway Built By You, Ben West

Kentucky's Annual Forum on Transportation

No abstract provided.

Quality Requirements For Concrete Aggregates, Stanton Walker

Kentucky's Annual Forum on Transportation

No abstract provided.

The Green River Bridge On The Western Kentucky Turnpike, Carl P. Kroboth

Kentucky's Annual Forum on Transportation

No abstract provided.

Introductory Remarks For Green River Bridge Over Western Ky. Turnpike, Robert M. Gillim

Kentucky's Annual Forum on Transportation

No abstract provided.

The Effects Of Limited Access Highways On Adjacent Property Values, Kenneth E. Cook

Kentucky's Annual Forum on Transportation

No abstract provided.

Recent Developments In Maintenance Concepts, Robert F. Baker

Kentucky's Annual Forum on Transportation

No abstract provided.

Highway Maintenance Equipment, Paul E. Boyer

Kentucky's Annual Forum on Transportation

No abstract provided.

The Research Program Of County Road Management, Howard Bussard

Kentucky's Annual Forum on Transportation

No abstract provided.

Address [1963], Bert T. Combs

Kentucky's Annual Forum on Transportation

No abstract provided.

The Significance Of Highway Maintenance, Bertram D. Tallamy

Kentucky's Annual Forum on Transportation

No abstract provided.

Excerpts From Address [1963], Henry Ward

Kentucky's Annual Forum on Transportation

No abstract provided.

Kentucky Highway Conference Program [1963], Kentucky Transportation Center

Kentucky's Annual Forum on Transportation

No abstract provided.

Concrete, Bridge Decks: Deterioration, Coatings And Repairs, James H. Havens, William B. Drake

Kentucky Transportation Center Research Report

This report is not wholly a culmination of a planned or programmed research project. It is a historical account of damage sustained by both new and old concrete bridge-decks -- through freeze-thaw, salt action, etc, -- and of some expedient repairs which have been effected. The problem of durability in concrete bridge-decks has become increasingly critical during the past ten years or so and is now a major concern to highway engineers throughout the northern tier of states. While there is not yet a concerted agreement in regard to the cause of the trouble, relief is being sought through improved …

Some Effects Of Fabrication Practices On The Strength Characteristics Of Reinforced Concrete Culvert Pipe, Robert C. Deen, James H. Havens

Kentucky Transportation Center Research Report

Underground conduits have been used for hundreds of years for drainage and water supply purposes. With the advent of railway and auto-mobile transportation, the use of underground conduits for drainage purposes beneath the roadways increased greatly. It soon became apparent that there was a definite need for knowledge concerning the manufacture, installation, and field behavior of pipe culverts. Accordingly, in the first half of the century, much attention and research has been directed toward the development and establishment of acceptable techniques and specifications fot the manufacture and installation of pipe culverts. This work has been accomplished by many individuals and …

Bulletin Of The University Of Kentucky College Of Law – 1963-1964, University Of Kentucky College Of Law

College of Law Bulletins

The Bulletin of the University of Kentucky College of Law served numerous purposes, including: a course catalog, a roster of students, a roster of professors, an academic calendar, a listing of special events and lectures, academic policies, admission requirements, graduation requirements, and various other policies and benefits governing student life.

A Study Of The Hydraulics Of Drop-Inlet-Type Culvert Models, Ronald D. Hughes

Kentucky Transportation Center Research Report

In certain unique situations, a drop-inlet-type of culvert might be employed to a greater advantage than the standard box- or pipe-type culvert. A drop-inlet consists merely of a vertical drop-section at the upstream end of the culvert. The drop section is connected to the main barrel of the culvert by means of an elbow or merely a rightangle intersection. The entrance to the drop-section must collect and funnel the channel water into the drop section. Thus, intercepting dams and sidewalls may be needed to form the entrance. Figure 1 illustrates, in a general way, some of the options which may …

Workmen's Compensation--Causal Connection Between Employment Coronary Occlusion, Roy Edward Potter

Kentucky Law Journal

No abstract provided.

Sociology And Sociological Jurisprudence: Admixture Of Lore And Law, Gilbert Geis

Kentucky Law Journal

No abstract provided.

Political Jurisprudence, Martin Shapiro

Kentucky Law Journal

No abstract provided.

Third Annual Performance Survey Of Reinforced Concrete Pipe Culverts, Ronald D. Hughes

Kentucky Transportation Center Research Report

In April, 1957, under Circular Memorandum 22-40, the Bureau of Public Roads issued a rational criterion covering beddings of reinforced concrete pipe, construction methods, and simplified methods for determining the allowable heights of fill over pipe having given D-load strengths. The states were urged to adopt the criterion; and, accordingly, the Kentucky Department of Highways issued Amendments No. 15 and 16 (Feb, 28, 1958) to its 1956 edition of Standard Specifications for Road and Bridge Construction and Standard Drawings Nos. 11.22 and 11.23. These amendments and standard drawings were patterned after the criterion of the Bureau of Public Roads but …

Fundamental Principles In Paint Technology, James H. Havens

Kentucky Transportation Center Research Report

There are certain fundamental volumetric relationships which should be observed in designing and formulating paints for various uses.

Construction Report On Experimental Use Of Natural, Bituminous, Quartz Sandstone (Kentucky Rock Asphalt) As A Traffic-Bound Aggregate, George R. Laughlin

Kentucky Transportation Center Research Report

Major deposits of natural, bituminous, quartz sandstone (Kentucky Rock Asphalt) occur in six counties of western Kentucky and a few minor deposits occur in eastern Kentucky. Crushed rock asphalt has been used extensively in Kentucky and elsewhere for over 50 years for surfacing roads.* The most productive area was in Edmonson County where the Caseyville and Bee Springs formations were quarried and mined. These deposits have been described as oil-pools which are now defunct and from which only the asphaltic residue remains. The bitumen content of the rock varies locally in a quarry or mine; and, because of this, enormous …