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The Eroding Uniformity Of The Uniform Commercial Code, John C. Minahan Jr.

Kentucky Law Journal

No abstract provided.

The Legal Aspects Of The Right To Die: Before And After The Quinlan Decision, Douglas W. Becker, Robert W. Fleming, Rebecca M. Overstreet

Kentucky Law Journal

No abstract provided.

Substantive Due Process Controls Of Quasi In Rem Jurisdiction, John R. Leathers

Kentucky Law Journal

No abstract provided.

Preliminary Relief In Employment Discrimination Cases, Richard F. Richards

Kentucky Law Journal

No abstract provided.

Are Antitrust Class Actions Dead In The Sixth Circuit?, Laura F. Rothstein

Kentucky Law Journal

No abstract provided.

Constitutional Aspects Of Removing Books From School Libraries, Wm. Kennedy Simpson

Kentucky Law Journal

No abstract provided.

The Employe Defense Act: Wearing Down Sovereign Immunity, Peggy S. Foraker Horner

Kentucky Law Journal

No abstract provided.

The Kentucky Rape Shield Law: One Step Too Far, Jennifer Burcham Coffman

Kentucky Law Journal

No abstract provided.

Due Process And The Parole Release Decision, Donna Chu

Kentucky Law Journal

No abstract provided.

Statewide Survey Of Skid Resistances Of Pavements [Dec. 1976], Rolands L. Rizenbergs, James L. Burchett, Larry A. Warren, William M. Sampson

Kentucky Transportation Center Research Report

Since 1969, when a research-type, skid-test trailer was acquired, U.S. routes were surveyed in 1970 and 1971, and the interstate and toll road systems were surveyed in 1971. The data were used for research purposes and have been reported. The interstate and toll road systems were surveyed again for research purposes in 1974. Since October 1974, surveys have been performed under a highway safety project grant. All primary and principal secondary roads, involving 4,612 miles (7425 km), were surveyed in 1975. The 1974 and 1975 surveys, data reported herein, represented 25 percent of the mileage of rural, state-maintained roads in …

Secured Party's Right To Sue Third Persons For Damage To Or Defects In Collateral, Harold R. Weinberg

Law Faculty Scholarly Articles

The proverb “there is many a slip ‘twixt the cup and the lip” might have been written with the secured creditor in mind. Many tragedies may befall him to defeat his expectations. He takes his security interest hoping for the best, but preparing for the worst—nonperformance of the obligation secured. If he does not carefully comply with the Article Nine provisions concerning the enforceability and perfection of a security interest, he may ultimately be unsecured. If his security interest is enforceable and perfected, it may turn out that some other party has priority to the collateral. Even if the secured …

Toward Maximum Facilitation Of Intent To Create Enforceable Article Nine Security Interests, Harold R. Weinberg

Law Faculty Scholarly Articles

Article Nine of the Uniform Commercial Code generally facilitates individual autonomy in the creation of consensual security interests by imposing limited form and content requirements on security agreements. Private autonomy is subordinated, however, where the Article's draftsmen believed that certain other policies required a degree of regulation. Through the process of interpreting and applying a number of Code provisions which set forth the requirements for creating security interests, a court can effectuate what it considers to be the appropriate balance between facilitating the parties' intent to create a security interest and insuring that regulatory policies, such as protecting creditors and …

Accidents On Rural, Two-Lane Roads And Their Relation To Pavement Friction [Nov. 1976], Rolands L. Rizenbergs, James L. Burchett, Larry A. Warren

Kentucky Transportation Center Research Report

Friction measurements were made with a skid trailer at 40 mph (18 m/s) on 1460 miles (2350 km) of rural, two-lane roads (US routes) in Kentucky. Maintenance sections or subsections were treated as test sections. Accident experience, friction measurements, traffic volumes, and other available data were obtained for each. Various expressions of wet-pavement accidents and pavement friction were related and analyzed. Averaging methods were used in developing trends and minimizing scatter. A moving average for progressively-ordered sets of ten test sections and test sections grouped by Skid Numbers and Peak Slip Numbers yielded more definite results. The expression of accident …

Renovating Grass Fields With A Renovation Seeder, Edward M. Smith, Robert L. Fehr, Garry D. Lacefield, J. Kenneth Evans

Agriculture and Natural Resources Publications

Putting legumes into grass dominant pasture and hay fields through renovation is certainly not a new idea in Kentucky. Renovation has been an important forage improvement practice for the past twenty years. What is relatively new is the power tillage technique of introducing legumes into grass dominant sods.

Acoustic Emission, Fatigue, And Crack Propagation, Theodore Hopwood Ii

Kentucky Transportation Center Research Report

Acoustic emission was used in conjunction with tensile tests to evaluate the condition of structural steel specimens subject to various tensile fatigue lives. The results indicate that the acoustic emissions detected were the result of plastic deformation. There was no apparent relationship between fatigue history of the steel specimens and the amount of plastic deformation they can accommodate.

Further tests revealed that acoustic emission has the physical capability of detecting cracks on large structural steel members. This may prove beneficial for the comprehensive testing of steel bridges.

Brief For Appellees, Juidice V. Vail, Jane Bloom Grisé, John D. Gorman

Law Faculty Advocacy

No abstract provided.

Dams And People: Geographic Impact Area Analysis, Vance E. Arnett, Sue Johnson

KWRRI Research Reports

This report attempts to determine the efficacy of using geographic impact areas as analytical sub-groups for the assessment of the impact of multi-purpose reservoir projects on target communities. The impact areas utilized are: the take area; the below-the-dam area; the urban area; and, the adjacent area. Each area is described in detail and each is analyzed for differences in knowledge, previous experience, and perception of impact on community and family.

Data for this study originated from structured and open-ended interviews in Johnson County, Kentucky. Information was collected during two field efforts, the first in February, 1974, the second in August …

Development Of Warrants For Left-Turn Phasing, Kenneth R. Agent

Kentucky Transportation Center Research Report

Warrants for the installation of left-turn phasing were developed. A review of literature was conducted along with a survey of the policies of other states. Field data of delays and conflicts were taken before and after installation of exclusive left-turn signalization. Left-turn delay studies were conducted at intersections with varying volume conditions. Analysis of the effect on accidents of adding a left-turn phase was made. The relationship between left-turn accidents and conflicts was investigated. Other types of analysis concerning gap acceptance, computer simulation, capacity, and benefit-cost ratios were also performed.

It was found that exclusive left-turn phasing significantly reduced left-turn …

Letter To Sue Dyer Regarding An Article For The Aall Newsletter, July 26, 1976, William Younger

Correspondence

A letter from William Younger to Sue Dyer providing an article about certification for the AALL Newsletter.

Letter To Susan Csaky And Claire Donovan Regarding Revisions To The Seaall Scholarship Application Form, July 6, 1976, Leah Chanin

Scholarship Committee

A letter from Leah Chanin to Susan Csaky and Claire Donovan asking for revisions and corrections to the SEAALL scholarship announcement and application forms.

Letter To J. Lamar Woodard Regarding Seaall Membership Dues, July 6, 1976, A. Ferdinand Engel

Correspondence

A letter from A. Ferdinand Engel to J. Lamar Woodard regarding the SEAALL membership renewal for the Tennessee State Library & Archives.

Effect Of Pavement Texture On Traffic Noise, Kenneth R. Agent, Charles V. Zegeer

Kentucky Transportation Center Research Report

Noise from highway vehicles emanates primarily from engine exhausts, tire-pavement interaction) gears, and rattles. Studies have shown that at high speeds tires become the dominant generators of noise. Measurements on different road surfaces have produced different noise-versus-speed relationships (1). This led to the road surface adjustment used in the noise prediction procedure developed in NCHRP Report 117 (2). This adjustment called for a 5 dBA reduction for smooth surfaces (very smooth, seal-coated asphalt pavement) and a 5 dBA increase for rough surfaces (rough asphalt pavement with voids 1/2 inch (12 mm) or larger in diameter and grooved concrete). …

Report Of Seminar On Law And Medicine, Office Of Continuing Legal Education At The University Of Kentucky College Of Law, Charles M. Leibson, John A. Krichbaum, Paul A. Van Pernis, William C. Ball, Galen J. White, Harry N. Peterson, B. J. Anderson, Harvey L. Ruben, William D. Weitzel, Oliver Grant Bruton Jr., Oliver H. Barber Jr., Joe C. Savage, Robert J. Turnley, William G. Winter, L. T. Grant, William D. Grubbs, Charles Landrum Jr., Leslie G. Whitmer, Robert Rich, Edward A. Rothschild

Continuing Legal Education Materials

Reports from the UK/CLE Seminar on Law and Medicine held May 26-28, 1976.

Constant-Rate-Of-Strain And Controlled-Gradient Consolidation Testing, C. Thomas Gorman

Kentucky Transportation Center Research Report

Controlled-gradient (CG), constant-rate-of-strain (CRS), and conventional incremental-loading (STD) consolidation testing are compared and evaluated. Undisturbed samples representing three soils common to Kentucky were used in the testing program. Settlements estimated by each testing technique were compared with settlement records from one of the sites. Results of 15 CG, 14 CRS, and 32 STD consolidation tests are shown. No significant differences were noted in values obtained from the three types of consolidation tests. Feasibility of the new test methods for routine testing is briefly discussed and recommendations were made for refinements in testing procedures.

Evaluation Of Thermoplastic Pavement-Striping Materials (Louisville And Jefferson County), Jerry G. Pigman, Kenneth R. Agent

Kentucky Transportation Center Research Report

Approximately 1,406,100 linear feet (428,579 m) of hot-sprayed thermoplastic stripe was applied to roadways in Louisville and Jefferson County in the summer of 1973. Visual observations of appearance, durability, and night visibility were conducted according to ASTM D 713-69, the standard method for conducting road service tests on traffic paint. Attempts to conduct photometer measurements of the thermoplastic striping were unsuccessful. Visual observations made during rainy, nighttime conditions were also unsuccessful because very little difference was noticeable among the various sections.

The evaluation showed that the thermoplastic stripes performed considerably better on bituminous concrete pavements than on portland cement concrete …

Accidents On Rural, Two-Lane Roads And Their Relation To Pavement Friction [Apr. 1976], Rolands L. Rizenbergs, James L. Burchett, Larry A. Warren

Kentucky Transportation Center Research Report

Friction measurements were made with a skid trailer at 40 mph (18 m/s) on 1460 miles (2350 km) of rural, two-lane roads (US routes) in Kentucky. Maintenance sections or subsections were treated as test sections. Accident experience, friction measurements, traffic volumes, and other available data were obtained for each. Various expressions of wet-pavement accidents and pavement friction were related and analyzed. Averaging methods were used in developing trends and minimizing scatter. A moving average for progressively-ordered sets of ten test sections and test sections grouped by Skid Numbers and Peak Slip Numbers yielded more definite results. The expression of accident …

Guardrail Performance: An Analysis Of Accident Records, Kenneth R. Agent

Kentucky Transportation Center Research Report

Accident records involving guardrails were analyzed and summarized.

Guardrail-related accidents comprised a significant percentage of interstate and parkway accidents, particularly those resulting in fatalities. Guardrail involvement in accidents was much less on primary and secondary highways than on interstates and parkways.

The severity of guardrail-related accidents was higher than the average severity of all accidents. The severity of guardrail-related accidents was higher on the primary and secondary system than on the interstate and parkway system.

Guardrails have not been very successful in redirecting vehicles parallel to traffic. The largest number of severe injuries involved vehicles vaulting over the guardrail Increased …

Some Of The Effects Of Domestic Sewage Discharged Into Hickman And Jessamine Creeks In Jessamine County, Kentucky, Henry H. Howell, Mike W. Jones, Robert A. Kuehne

KWRRI Research Reports

A 6-week study was made in the summer of 1971 as an initial effort to determine the extent of pollution that the three sewage disposal plants in Jessamine County, Kentucky, are contributing to its streams. With the rapid population increase in Lexington and nearby municipalities, this study should furnish a basis of comparison for future investigations. Eighteen collecting stations were established in riffle areas of Hickman and Jessamine Creeks, and coliform bacteria, macro-invertebrate populations, fish populations and chemical water quality of each riffle area were studied.

Hickman Creek's flow was augmented by approximately 3,100,000 gallons/day (11,735 -m³/day) from …

Letter To William Younger Regarding Seaall Business, January 6, 1976, J. Lamar Woodard

Correspondence

A letter from J. Lamar Woodard to William Younger enclosing materials related to various matters of SEAALL business.

Supply And Demand In Water Planning: Streamflow Estimation And Conservational Water Pricing, D. I. Carey, C. T. Haan

KWRRI Research Reports

Recent studies indicated the need for development of surface water supplies in Kentucky. Rising resource costs make economically efficient reservoir designs increasingly important. This study was undertaken to provide methods in water supply reservoir design that increase system benefits.

Two major factors influencing reservoir design were studied: estimated future streamflow into the reservoir and demands placed on the reservoir. Standard reservoir sizing methods rely on historical streamflow data. This data is frequently limited and uncertainty in required storage estimates may result. To assess the reliability of a design, the use of mathematical models in simulation studies was proposed. Existing stochastic …