Civil and Environmental Engineering Commons^™

Deflection And Evaluation Of Flexible Pavements For Design Of Overlays, Herbert F. Southgate, Gary W. Sharpe, Robert C. Deen

Kentucky Transportation Center Research Report

Personnel from the University of Kentucky Transportation Research Program (KTRP) were requested by the Tennessee Transportation Center to conduct a demonstration project concerning the collection and use of deflection data (Road Rater) for evaluation of the existing condition of flexible pavements for use in overlay design. The demonstration project involved using the Road Rater to collect deflection data on specific pavement sections selected by the Tennessee Department of Transportation (TDOT). Deflection data were evaluated in a way that provides input parameters for an overlay design procedure (see Appendix A). The Kentucky overlay design procedure was used to make recommendations concerning …

Snow-Melting System, 9th Street And I 64, Louisville, Wm. Vernon Azevedo

Kentucky Transportation Center Research Report

The 9th Street - I 64 interchange in Louisville was equipped with an automated electrical heating system for snow and ice removal. The system is capable of maintaining a clear and safe passageway. This report summarizes the performance of the heating system and describes the factors that will influence future use of this or other nonconventional methods of snow and ice removal.

Mechanical & Engineering Properties Of A Cherty Paleozoic Material, Robert C. Deen, David L. Allen, Tommy C. Hopkins

Kentucky Transportation Center Research Report

The Divide Cut Section 3A of the Tennessee-Tombigbee Waterway is located in Tishomingo County, Mississippi. Construction of this portion of the canal required the excavation of a cherty residuum. This material (hereafter referred to as cherty Paleozoic material) is a member of the Fort Payne Formation, of the Mississippian Period, of the Paleozoic era. The purpose of this study was to determine the mechanical and engineering properties of the material, including its abrasiveness. Also, the mineralogy of the material was to be determined and a particular effort was made to determine if the material could be classified as Tripoli.

On …

H & V News

Building Services Engineering

No abstract provided.

The Use Of Appropriate Technologies For Biomass Waste Conversion In Small Communities, Samuel A. Vigil, Douglas W. Williams, Robert E. Spitzka, Hilary M. Theisen

Civil and Environmental Engineering

This paper will describe several simple, appropriate technologies for biomass waste conversion which can be applied in rural or small community settings. Technologies to be discussed include ethanol production from cannery wastes with a mobile fermentor/still, production of low-energy fuel gas from agricultural and municipal wastes. Each of the technologies will be briefly discussed below.

Highway Sizing, Joseph D. Crabtree, John A. Deacon

Kentucky Transportation Center Research Report

A critical examination is made of the conventional method for highway sizing, that is, determination of lane requirements. Ranked hourly traffic volume distributions, obtained from 1977 Kentucky volume stations are examined to test certain assumptions common to the conventional approach. Several of these distributions have no distinct "knee" and, for those which do, the knee is most frequently found outside the normally anticipated range. Of equal importance, the knee location can be arbitrarily altered simply by changing the number of highest volume hours that are examining.

The fundamental fallacy of the conventional procedure is its focus on a single design …

Traffic Accident Rates In Kentucky (1980), Kenneth R. Agent

Kentucky Transportation Center Research Report

A primary objective of this study was to determine average accident statistics in Kentucky in 1980 for use in identifying hazardous locations. To identify locations having an abnormal accident history, norms must be established and these norms must be kept up-to-date to maintain a reliable identification program.

Average accident rates were calculated using several methods of classifying highways. Average rates for counties and cities were calculated, and counties and cities with the highest rates for their population category were identified. A series of curves were drawn giving criteria which can be used to determine whether a particular location has an …

Summary Of Vehicle Classification Data, Joseph D. Crabtree

Kentucky Transportation Center Research Report

As part of an attempt to calculate accident rates for different vehicle types on various kinds of roads, it was necessary to determine the percentage of each vehicle type in the traffic stream for each type road. This was accomplished by summarizing Kentucky's Vehicle Classification File. The procedure used in summarizing the file and the results of the summary are presented in this report. Vehicle distributions are reported by number of lanes, by functional classification, by administrative classification, by federal-aid system, by hour of day, by day of week, and by month of year. It is believed this report provides …

Comparison Of Steady-State Pipe Network Computer Programs, Michael Bernice Holloway

Civil & Environmental Engineering Theses & Dissertations

Four widely used computer programs for the analysis of steady state flows in pipe networks are compared. These programs are NEWTH, written by Jeppson; KENTUCKY, written by Wood; FLOW, written by Epp and Fowler; and LIQSS, written by Stoner. Differences, similarities, advantages and disadvantages of these programs, and various options available are discussed for the benefit of possible future users. In addition, the efficiency of NEWTH, KENTUCKY, and FLOW was tested by simulating a typical network by each program. The listing of LIQSS was not available, and thus was not included in this comparison. In simulation, KENTUCKY used over twice …

H & V News

Building Services Engineering

No abstract provided.

An Exploratory Study On The Behavior Of Cold-Formed Steel Wall Studs, Yaochun Zhang, Teoman Peköz

CCFSS Library (1939 - present)

GENERAL Cold-formed steel wall studs are widely used in the U. S. and Canada. The 1980 A.I.S.I Specification (Ref. 1) contains provisions for the design of such wall studs based primarily on the research conducted at Cornell University (Refs. 2 and 3). This research involved theoretical and experimental studies on wall studs subjected axial loads only. The Specification provisions on the case of combined axial and lateral loading were derived intuitively and were made intentionally conservative. The excessive conservatism in the provisions for the combined loading case prevents using wall studs as economically as possible. The primary objective of the …

Pavement Roughness In Kentucky, Gary W. Sharpe, David H. Cain, Herbert F. Southgate, James H. Havens, Robert C. Deen

Kentucky Transportation Center Research Report

Over two hundred pavement sections in Kentucky have been periodically measured for pavement roughness over a period of several years. This pavement service-life historical data can be used to assess quality of construction, pavement service-life, present and anticipated pavement condition. Road users perception of ride quality can be related to these measurements. Response-type road roughness measuring systems have been used to collect roughness measurements and correlation studies have been performed to relate measurements from current systems. Several factors influence pavement roughness. An early factor is construction workmanship. Other factors are traffic loading, environment, geology, and age.

H & V News

Building Services Engineering

No abstract provided.

H & V News

Building Services Engineering

No abstract provided.

Leachate Treatment Technique Utilizing Fly Ash As A Low Cost Sorbent, Turan A. Ramadan

Theses

This study was carried out to design a system for the inexpensive treatment of ash pond effluent or leachate. Twelve different coals were burned in three different types of coal fired boilers to determine the influence of coal composition, ash fusion temperatures, boiler additives, combustion conditions and co-firing of natural gas or oil with the coal, on the composition of the fly ash and bottom ash as well as the leaching and sorbate characteristics of the fly ash produced.

The trace elemental analysis consisting of Ti, Cd, Sn, Ni, Pb, Mo, Cu, Cr. Zn, Mn, Ba, and V in the …

Allocation Of Transportation Costs To Users, James E. Black, Jerry G. Pigman

Kentucky Transportation Center Research Report

The 1980 annual cost responsibility and user-generated revenue were determined for each vehicle class using Kentucky's highways. The incremental-cost method was selected as the procedure for assigning the responsibility for each component of the highway cost to the users. Generally, the method is based on the concept that each highway cost component can be subdivided into increments caused by vehicles of different types, sizes, and weights.

Annual costs for the highway system were based on construction, replacement or current value costs representing capital investment components of the highway. Those components were: 1) preliminary design and engineering, 2) right-of-way, 3) utilities …

Accident Rates By Vehicle Type, Joseph D. Crabtree, Kenneth R. Agent

Kentucky Transportation Center Research Report

This report describes the calculation of accident rates for different vehicle types, using vehicle-miles travelled as the measure of exposure. Rates are reported for passenger cars, single-unit trucks, combination trucks, buses, and motorcycles on various highway types. Highway types are broken down by functional classificaion, administrative classification, number of lanes, and rural or urban location. Generally motorcycles had the highest rates and passenger cars had the lowest, although this varied by highway type.

Analysis Of Saturation Flow At Signalized Intersections, Kenneth R. Agent, Joseph D. Crabtree

Kentucky Transportation Center Research Report

The accuracy of saturation flow values is of prime importance when determining the capacity of signalized intersections. The objective of this study was to collect a large sample of field measurements so that reliable saturation flow values could be obtained and the factors affecting saturation flow could be identified.

The results identified several factors which had significant influence on saturation flow. A formula was recommended for use in estimating an appropriate saturation flow value for a specific lane on an approach to an intersection. Adjustment factors were applied to a "base'' saturation flow value. Adjustments were developed for the following …

Evaluation Of Snowplowable Markers, Jerry G. Pigman, Kenneth R. Agent

Kentucky Transportation Center Research Report

The objective of this study was to evaluate available snowplowable markers under similar traffic and snowplowing operations. There were five different markers tested which included the following: 1) Stimsonite 96, 2) Dura-Brite, 3) recessed, 4) Kingray, and 5) Prismo Roadstud.

The Stimsonite 96, Dura-Brite, and recessed markers were found to be acceptable snowplowable markers. All three of these markers were found to have adequate reflectivity during both dry and wet nighttime conditions. This reflectivity was maintained over the test period and the markers proved to be durable when subjected to snowplow operations. However, considering all available input, the recessed marker …

Problem Identification For Highway Safety Plan (Fy 1983), Kenneth R. Agent, Joseph D. Crabtree, Jerry G. Pigman

Kentucky Transportation Center Research Report

An annual highway safety program is proposed each year for the State of Kentucky in order to comply with Section 402, Title 23 of the United States code. This program includes the identification, programming, budgeting, and evaluation of safety projects. This report is the fourth in a series of annual reports which have been included as the problem identification portion of Kentucky's Annual Highway Safety Plan.

The approach used in this study involved identifying problem areas related to the 18 highway safety program standards with added emphasis placed on selected areas. This resulted in the analysis of 19 problem identification …

Triaxial Compression And Permeability Tests On Dense Graded Aggregate, David L. Allen

Kentucky Transportation Center Research Report

Fifty-six dense-graded aggregate samples of crushed limestone were received from the Division of Materials. Triaxial tests and permeability tests were to be performed.

The samples were obtained from seven sources with four gradations (fine, medium, coarse, and gap) from each source and two samples of each gradation. One of the samples of each gradation was to be compacted by standard compactive effort (AASHTO T-99) and the other at modified compactive effort (AASHTO T-180). The seven sources and their identification codes are as follows:

1. Martin - Marietta (59)
2. Hopkinsville Stone (150)
3. Nally - Hayden (112)
4. Harrod - Carter (51)
5. Reed Crushed …

H & V News

Building Services Engineering

No abstract provided.

Performance Evaluation Of Brick Veneer With Steel Stud Backup, Joseph O. Arumala, Russell H. Brown

CCFSS Library (1939 - present)

No abstract provided.

H & V News : 21st Anniversary Issue

Building Services Engineering

No abstract provided.

Evaluation Of The Utah Operational Weather Modification Program, Geoffrey E. Hill

Reports

This study is an evaluation of a winter orographic cloud seeding project in Utah. The evaluation is based upon both intensive field measurements and historic~l records. For the field measurements, ground and airborne data were collected during February and March, 1981 in the vicinity of the Tushar Mountains. In evaluating the physical data three aspects are emphasized: the dispersal of artificial ice nuclei, the distribution of supercooled liquid water, and the growth and trajectories of precipitation. Ground based measurements were made by K and X band radars, a dual frequency microwave radiometer, a network of precipitation gauges, an ice nucleus …

H & V News

Building Services Engineering

No abstract provided.

Seismic Design For Buildings, Department Of The Army, The Navy, And The Air Force

American Iron and Steel Institute (AISI) Specifications, Standards, Manuals and Research Reports (1946 - present)

This updated manual with revised seismic design provisions governs the design and construction of Army, Navy, and Air Force facilities and supersedes the April 1973 issue. Basic criteria are stated herein with augmentations and clarifications of the criteria. Also, commentary and design examples are included to provide comprehensive applications and guidelines for the seismic-resistant design of facilities. The organization of the manual has been revised to present the topics in a more orderly manner. The dynamic analysis approach for seismic design is not covered but its use is not precluded in this manual.

The basic criteria cited are the "Recommended …

Structural Stability Research Council: Proceedings 1982, Structural Stability Research Council

CCFSS Library (1939 - present)

One of the purposes of the the of Council is to maintain a forum where the the of Council is to maintain a forum where the structural stability aspects of metal andcomposite metal and concrete structures and and their components can be presented for evaluation, and pertinent structural research problems proposed for investigation. The Annual Technical Session provides an opportunity to carry out this function.

Geotechnical Evaluation Of The Support Of Coal Pillars In Underground Coal Mines., John D. Rockaway, Richard W. Stephenson

Civil, Architectural and Environmental Engineering Faculty Research & Creative Works

The Study Described Was Accomplished through an Investigation of Both the Intact and Insitu Geotechnical Properties of the Sub coal Strata and through the Installation of Floor Movement Monitoring Instrumentation. the Method of Bearing Capacity Analysis Developed by A. S. Vesic Was Used to Define Pillar Stability. This Method Includes Provisions for Taking into Consideration a Two-Layer System Such as Assumed for Mine Conditions Where a Weak Underclay overlies Firmer Strata.

Vegetative Delineation Of Coastal Salt Marsh Boundaries, H. Peter Eilers, Alan Taylor, William Sanville

United States Environmental Protection Agency: Publications

Two decades of intensive research following the suggestions of Odum (1961) and the work of Teal (1962) have firmly established positive values for undisturbed coastal salt marshes. These intertidal wetlands are noted for high macrophyte production and for export of energy-rich organic detritus and dissolved organic carbon to estuarine waters. They serve as juvenile fish and wildlife habitats, water purifiers, and buffers to erosion of sediment.