Engineering Commons^™

H & V News

Building Services Engineering

No abstract provided.

Laterally Unsupported Purlins Subjected To Uplift, Roger A. Laboube

CCFSS Library (1939 - present)

INTRODUCTION A research study, conducted at Cornell University, provided a theoretical method for evaluating the state of stress for both C- and Z- purlins subjected to wind uplift loading. According to the Cornell analytical method, a Z-purlin has more load carrying capability than a similar C-purlin. Although experimental verification was provided, questions were raised, within the Metal Building Industry, regarding the strength of the C-versus the Z-section. The purpose of the work discussed herein was to develop information regarding the behavior of C- and Z-sections having identical cross-section dimensions. A brief description of the test program, along with a comparison …

Testing Of Steel Roof Deck Construction, Wei-Wen Yu, Lan-Cheng Pan, S. H. Lin

CCFSS Library (1939 - present)

INTRODUCTION In recent years, insulated steel roof deck construction has been widely used in industrial and commercial buildings. The use of roof assembly consisting of 3-in. deep, 22-gage, steel deck is being considered by Rooftex, Inc. of Houston, Texas, for Class 1-60 and Class 1-90 assemblies. At the request of Rooftex, two types of tests were conducted at the University of Missouri-Rolla in July 1983. These tests, which consisted of physical tests of steel roof decks and uplift pressure tests of insulated steel roof deck construction, were conducted to obtain the"necessary data for the approval of the Factory Mutual Research …

Two-Dimensional Computer Modeling Of Joints And Fractures In Continua, Royd R. Nelson

Theses and Dissertations

This thesis presents a numerical formulation which incorporates the effects of joints, cracks, and fractures into a mathematical mode used to in an existing finite element code. Two separate crack definitions were incorporated, one involving a discrete crack model, and the other a continuum approach defining a new material with regularly spaced joints. Several examples are also presented demonstrating the use of this capability.

H & V News

Building Services Engineering

No abstract provided.

Performance Evaluation Of Experimental Paint-Stripe Beads, Kenneth R. Agent, Jerry G. Pigman

Kentucky Transportation Center Research Report

Eight experimental bead types in addition to Kentucky's currently used bead were applied with standard striping equipment at a field test location. Reflectivity measurements using a portable retroreflectometer were conducted, along with visual observations, to rate each bead type. The objective was to determine whether any of the experimental beads was superior to the currently used bead, and if so, would they be economically feasible for widespread use. The differences in bead types involved gradation, refractive index, and surface coating. Based on performance and economic considerations, it was recommended that Kentucky change its bead gradation specifications to correspond to that …

H & V News

Building Services Engineering

No abstract provided.

Survey Of Guardrail End Treatment Usage, Jerry G. Pigman, Kenneth R. Agent

Kentucky Transportation Center Research Report

Whenever a guardrail terminates within the "clear zone," a crashworthy end treatment is required. To be crashworthy, the end-treatment should not spear, vault, or roll a vehicle during a head-on impact while maintaining vehicle decelerations below recommended limits. As a means of determining types of end treatments currently used in various states and criteria to determine what type to use, a survey letter was sent to each state.

It was found that, generally, the preferred method to use to end roadside steel beam guardrail is to bury the end in a cut slope. When this is not feasible, either a …

Evaluation Of Asphaltic Pavements For Overlay Design, Robert C. Deen, Herbert F. Southgate, Gary W. Sharpe

Kentucky Transportation Center Research Report

To evaluate projects involving approximately 200 route-miles of interstate and primary pavements in Kentucky and Tennessee in relatively short time frames, it was decided to test, analyze, and design overlays using test equipment (Road Rater) and procedures developed by the University of Kentucky Transportation Research Program. This paper presents the analysis methodology and the evaluation and overlay designs for selected projects, including the before-and-after analysis of milling on one project.

The Road Rater applies a dynamic sinusoidal loading of known force and frequency. The velocity of the vibration waves are measured by sensors and integrated electronically to obtain surface deflections …

Development Of Pavement Thickness Designs Using Pozzolanic Base Materials, Gary W. Sharpe, Herbert F. Southgate, Robert C. Deen

Kentucky Transportation Center Research Report

With the escalating costs of materials and construction for highways and streets, many agencies chargedwith the repsonsibility of designing and constructing highwyas are utilizing by-product materials. One application of by-product materials has involved the use of stabilized aggregate bases where pozzolanic materials are used as a stabilizing agent.

The use of pozzolanic materials is not new. However, the use of pozzolanic materials is relatively new to Kentucky. This may be primarily attributed to the availability o an abundant supply of economical aggregate materials. However, as costs of production and processing of aggregate materials have increased, so has the feasibility of …

Concrete Barrier Geometrics (Us-41 Bridge In Henderson, Kentucky), Kentucky Transportation Research Program

Kentucky Transportation Center Research Report

The bridge railing constructed on the approaches to the US-41 northbound bridge over the Ohio River at Henderson, Kentucky, is not in conformance with specifications The vertical face was constructed to be an average height of 4 3/4 inches above the pavement surface rather than the specified 3 inches. From the top of the vertical face, the barrier conformed to a standard New Jersey barrier. However, this meant the intersection between the two sloping surfaces was 14 1/2 inches rather than 13 inches above the pavement surface.

An analysis was conducted to ascertain whether the in-place barrier walls (bridge rail) …

H & V News

Building Services Engineering

No abstract provided.

Highway Skid Resistance, James H. Havens

Kentucky Transportation Center Research Report

The physics of friction and traction are reviewed. Hypotheses are presented. Use of a scanning electron microscope to detect and identify polishing aggregate is presented.

Size reduction (crushing) produces greater concentrations of sharp edges, reducing flat and plane surfaces not otherwise contributing to traction.

Surface permeability and drainage through macrotexture was evaluated by an air-percussive device. An air-efflux device was contrived for evaluating hydroplaning potential and for evaluating open-graded surface courses. In-filling has been observed where road debris is abundant.

Grippers and sharpness are needed for wet traction . Drainage is needed to lower hydroplaning potentials. Sand-sizes optimize the concentration …

Structural Design And Installation Criteria For Rigid And Flexible Conduit, Ronald D. Hughes

Kentucky Transportation Center Research Report

Structural design criteria according to current AASHTO guidelines for pipe, pipe-arch, and arch culverts are presented. Fill-height tables, based upon fhose criteria, and proposed bedding details are included.

Alcohol Impact Evaluation (Interim Report), Jerry G. Pigman, Kenneth R. Agent

Kentucky Transportation Center Research Report

This report is an evaluation of increased police enforcement to reduce alcohol related accidents in Lexington-Fayette County, Kentucky. Three types of information were collected for the analysis; accident data, arrest and adjudication data, and personal opinion data obtained by means of a questionnaire survey. Accident data were collected for two years before the Traffic Alcohol Program (TAP) and one year during the program. A 25 percent sample of arrest and adjudication data was collected one year before and one year during TAP. The questionnaire was sent to 2,500 registered vehicle owners.

Results from before-and-after comparisons and time-series analysis show alchol …

Child Safety Seat Usage In Kentucky After Enactment Of A Mandatory Usage Law, Kenneth R. Agent

Kentucky Transportation Center Research Report

The 1982 Kentucky General Assembly enacted a law requiring use of child safety seats for children 40 inches or less in height. To evaluate the effectness of this law, usage surveys had to be completed before and after the law became effective. This study summarizes data collected one year after enactment of the law and compares this with ''before" data.

One year after enactment of the mandatory usage law the statewide child safety seat usage rate was 22.7 percent. This compared to 14.4 percent usage before the law and represents a statistically significant increase. Usage increased in 18 of the …

Problem Identification For Highway Safety Plan (Fy 1984), Jerry G. Pigman, Kenneth R. Agent, Tom Creasey

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 fifth in a series of annual reports which have been included as the problem identification portion of Kentucky's Annual Highway Safety Plan.

In the past, the approach to problem identification has been to identify problem areas in the 18 highway safety program areas (standards). While the search for problems in each of these standard areas will …

Low-Strength (Pozzolanic) Materials For Highway Construction, Gary W. Sharpe, Larry Epley, David L. Allen, Herbert F. Southgate, Robert C. Deen

Kentucky Transportation Center Research Report

No abstract provided.

Street Cuts In County And City Streets, James Mabry Iddins

Indiana Local Technical Assistance Program (LTAP) Publications

This report presents a detailed study of the methods and procedures used by county and city engineers to control street cuts.

Street Cuts In County And City Streets, James Mabry Iddins

Indiana Local Technical Assistance Program (LTAP) Technical Reports

This report presents a detailed study of the methods and procedures used by county and city engineers to control street cuts.

Testing Of Steel Roof Deck Construction, S. Sucharit, Lan-Cheng Pan

CCFSS Library (1939 - present)

No abstract provided.

Crushed Rock Bases, James H. Havens, Gary W. Sharpe

Kentucky Transportation Center Research Report

Prepared in cooperation with the US Department of Transportation, Federal Highway Administration.

Gradations containing high, medium, and low percentages of fines were evaluated by laboratory tests and by behavioral responses in situ. Significant differences in strength parameters were not found. Differences in densities were not significant.

Development Of A Computer-Aided Graphics Capability To Display Field Test Data, L. Allen Adams

Theses and Dissertations

This thesis develops an interactive computer-aided graphics package for the display of experimental and field test data. EXPERT was developed to be used in conjunction with MOVIE.BYU and DISSPLA, utilizing a bivariate interpolation scheme to create a full field of data using the "sparse" field data as pivotal points. The usefulness and practicality of the program is demonstrated by graphically displaying the data from the Air Force Weapons Laboratory's CHEAT test.

H & V News

Building Services Engineering

No abstract provided.

Design Of Automotive Structural Components Using High Strength Sheet Steels-Strength Of Beam Webs, Chiravut Santaputra, Wei-Wen Yu

CCFSS Library (1939 - present)

I. INTRODUCTION In February 1981, the "Guide for Preliminary Design of Sheet Steel Automotive Structural Components" was issued by American Iron and Steel Institute (AISI) for assisting automotive structural designers to achieve weight reduction through the efficient utilization of carbon and high strength steels. 1 These design recommendations were based primarily on the 1968 Edition of the AISI "Specification for the Design of Cold-Formed Steel Structural Hembers,,2 but contained the following major differences with regard to the AISI Specification, which was written 'for the design of buildings: 1,4 a. The design expressions presented in the Guide are based on an …

Design Of Automotive Structural Components Using High Strength Sheet Steels Preliminary Study Of Members Consisting Of Flat And Curved Elements, Wei-Wen Yu, M. Brad Parks

CCFSS Library (1939 - present)

No abstract provided.

Identification Of Shales, Tommy C. Hopkins, Robert C. Deen

Kentucky Transportation Center Research Report

Engineering tests were performed on 40 different types of shales. Both hard and soft shales, as well as shales having histories of embankment failures and shales having little known involvements, were tested. The suitability of ten different slake-durability test procedures were evaluated as a means of broadly characterizing the engineering performance of Kentucky shales. Two procedures devised during the study appeared to better characterize slake-durability properties than procedures previously proposed. Natural water contents and jar slake tests were performed to determine if such tests might provide a fairly rapid means of identifying troublesome shales. The natural water content of a …

Mass Transit Study, Jacksonville Community Council, Inc.

Jacksonville Community Council, Inc.

A study to determine if mass transit is a current need in Jacksonville. Includes current user needs, ridership patterns, fare structures, potential sources of financial support, transportation modes used elsewhere and existing city transportation policies. Identifies major problems and recommends development of a varied mass transit system. PALMM

H & V News

Building Services Engineering

No abstract provided.

Geotechnical, Hydrologic, And Hydraulic Investigation Of Mill Creek Dam-Phase Ii, Tommy C. Hopkins, Ronald D. Hughes, David L. Allen

Kentucky Transportation Center Research Report

The general scope of this study, Phase II, was to assess the safety of Mill Creek Dam. Findings obtained from detailed geotechnical, hydraulic, and hydrological investigations are presented. The structural stability, as well as the hydrological and hydraulic stability, were investigated. Specifically, objectives of the study were as follows:

1. To determine the engineering characteristics of the clay core, shells, and random fill. 2. To evaluate the potential for piping. 3. To evaluate seepage conditions at the site. 4. To evaluate the structural stability of the earth and rockfill dam. 5. To evaluate erodability. 6. To assess geologic conditions at …