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Evaluation Of Edge Drains On Interstate 64 Fayette, Scott, And Woodford Counties, L. John Fleckenstein, David L. Allen, Brad W. Rister Jul 1996

Evaluation Of Edge Drains On Interstate 64 Fayette, Scott, And Woodford Counties, L. John Fleckenstein, David L. Allen, Brad W. Rister

Kentucky Transportation Center Research Report

This report documents findings of the investigation of edge drains and their associated outlets on Interstate 64 from Milepost 65 to Milepost 75.6 in Fayette, Scott, and Woodford Counties. The study was initiated due to significant amounts of water and fines coming up through the AC surface. State and Federal Officials were concerned that possible failures in the edge drains were causing pumping and staining which will ultimately lead to premature pavement failure. Several factors appear to be contributing to the staining and pumping at the surface. These factors are discussed in the report.


Development Of Accident Reduction Factors, Kenneth R. Agent, Nikiforos Stamatiadis, Samantha S. Jones Jun 1996

Development Of Accident Reduction Factors, Kenneth R. Agent, Nikiforos Stamatiadis, Samantha S. Jones

Kentucky Transportation Center Research Report

The objective of this project is to develop accident reduction factors associated with various types of highway safety improvements. These factors will be used in the cost-optimization procedure to rank safety improvements.

The basis of the accident reduction factors developed in this study is a survey of states and a review of literature. The recommended reduction factors are presented in a table which lists the percent reduction in all accidents or specific types of accidents for given types of improvements.


Evaluation Of Edge Drains On Pennyrile Parkway Webster County, L. John Fleckenstein, David L. Allen May 1996

Evaluation Of Edge Drains On Pennyrile Parkway Webster County, L. John Fleckenstein, David L. Allen

Kentucky Transportation Center Research Report

This report documents findings of the investigation of pipe edge drains and outlets on the Pennyrile Parkway from Milepost 60.476 to Milepost 65.305 in Webster County. The study was initiated due to concerns from District 2 personnel that possible failures in the edge drains were causing pavement distress along the right wheel path. Findings from this study indicated that approximately 40 percent of the 123 edge drain outlets were less than 50 to 60 percent open. The round perforated pipe edge drain appeared to be in excellent condition, including the integrity of the pipe and the filter material. The sand …


1996 Highway Cost Allocation Update: Overview And Summary, John A. Deacon, Jerry G. Pigman Jan 1996

1996 Highway Cost Allocation Update: Overview And Summary, John A. Deacon, Jerry G. Pigman

Kentucky Transportation Center Research Report

No abstract provided.


Examination Of Concrete Cores From Lowe’S Store In Bowling Green, David L. Allen, L. John Fleckenstein Nov 1994

Examination Of Concrete Cores From Lowe’S Store In Bowling Green, David L. Allen, L. John Fleckenstein

Kentucky Transportation Center Research Report

The Kentucky Transportation Center was requested by Mr. Tom Brock, Vice President of McWhorter and Company, Inc., to examine cores obtained from a PCC floor slab of a Lowe's store in Bowling Green, Kentucky. From a telephone conversation with Mr. Brock, is was our understanding that a large portion of the surface of the floor slab was scaling and becoming detached. This apparently involved approximately the top 118 inch of the slab.

Nine cores were delivered to our laboratories. They were obtained at the locations shown in the floor map included in Appendix A. Those nine cores are shown in …


Use Of Flowable Fill (Clsm) For Trench Backfill, Bobby W. Meade, David Q. Hunsucker, Michael D. Stone Nov 1994

Use Of Flowable Fill (Clsm) For Trench Backfill, Bobby W. Meade, David Q. Hunsucker, Michael D. Stone

Kentucky Transportation Center Research Report

Controlled Low Strength Material (CLSM), commonly referred to as flowable fill, has been used for years as a trench backfill for utility repairs in Kentucky, and is now being used by the Kentucky Department of Highways (KDOH) on a limited basis. Flowable fill, when used as trench backfill, typically consists of natural sand, fly ash, cement, and water with a design compressive strength of 50 to 100 psi at 28 days. Flowable fill was used on two KDOH projects in 1991. One project was new construction in the widening and realignment of Breckinridge Lane in Louisville and the other was …


Evaluation Of Edge Drains Headwalls And Outlets On Western Kentucky Parkway And Pennyrile Parkway, L. John Fleckenstein, David L. Allen Sep 1994

Evaluation Of Edge Drains Headwalls And Outlets On Western Kentucky Parkway And Pennyrile Parkway, L. John Fleckenstein, David L. Allen

Kentucky Transportation Center Research Report

On May 10, 1994, the Kentucky Transportation Center conducted a routine edge drain and outlet inspection on the Pennyrile Parkway in the vicinity of Milepost 23. The edge drains had been in service since 1992. Two edge drain outlets were inspected with a "Cues" pipeline inspection camera. One of the outlets was 85 percent blocked by rock and debris. District 2, operations personnel concerned with the findings requested that the Kentucky Transportation Center evaluate all 364 outlets on the project plus an additional 49 edge drain outlets that were being installed on the Western Kentucky Parkway.

This report documents the …


Summary Of Results Of 1993 Field And Laboratory Evaluations Of Pavement Marking Materials, Kentucky Transportation Center Aug 1994

Summary Of Results Of 1993 Field And Laboratory Evaluations Of Pavement Marking Materials, Kentucky Transportation Center

Kentucky Transportation Center Research Report

This report summarizes the results of data collected as part of the 1993 field and laboratory evaluations of pavement marking materials for the SASHTO Regional Test Facility. The report is divided into two volumes. The first volume presents the field evaluations while the laboratory tests results are given in the second volume. The purpose of the Regional Test Facility (RTF) is to minimize the amount of field and laboratory research testing of specific types of materials. This is accomplished by combining efforts in an organized manner to reduce the monetary and man-hour requirements of both the states and industry. A …


Forecasting And Backcasting Equivalent Single Axleloads (Volume 2- Appendix C), Jack A. Harison, David L. Allen, Jerry G. Pigman Jul 1994

Forecasting And Backcasting Equivalent Single Axleloads (Volume 2- Appendix C), Jack A. Harison, David L. Allen, Jerry G. Pigman

Kentucky Transportation Center Research Report

No abstract provided.


Stress Measurements On The I 65 Bridge Over The Ohio River At Louisville, Theodore Hopwood Ii, Christopher M. Oberst Jul 1994

Stress Measurements On The I 65 Bridge Over The Ohio River At Louisville, Theodore Hopwood Ii, Christopher M. Oberst

Kentucky Transportation Center Research Report

Kentucky Transportation Center personnel conducted measurements of live stresses on structural members of the I 65 (John F. Kennedy Memorial) Bridge over the Ohio River. That work was performed in conjunction with an extensive flaw evaluation of the bridge by Hazelet & Erdal Consulting Engineers.

The measurements were performed by placing strain gages on the upper chord (an H-beam) and a vertical post and transverse strut that were framed into the upper chord at PP63 on the West truss. Measurements were performed using battery-powered data logging instruments that were capable of unattended strain measurement. The units were used to monitor …


Proposal For Development Of A Resource And Commodity Highway System, John A. Deacon, David L. Allen, Joseph D. Crabtree, Kenneth R. Agent, Jerry G. Pigman, R. Clark Graves Jan 1994

Proposal For Development Of A Resource And Commodity Highway System, John A. Deacon, David L. Allen, Joseph D. Crabtree, Kenneth R. Agent, Jerry G. Pigman, R. Clark Graves

Kentucky Transportation Center Research Report

In 1986, the Kentucky General Assembly established the Extended Weight Coal and Coal By-Products Haul Road System. This system includes approximately 3,200 miles of the most significant coal-haul roads in the state and permits coal trucks to carry much larger payloads than trucks with other commodities. In many ways, the extended-weight system has been very successful. Coal-transportation productivity has been substantially increased, and Kentucky coal continues to remain competitive in the marketplace. At the same time, infrastructure costs have risen substantially--to considerably greater levels than the increase in revenue produced by the requisite coal decal fees--and the extended-weight system has …


Allocation Of Highway Costs And Revenues, John A. Deacon, Jerry G. Pigman Jan 1994

Allocation Of Highway Costs And Revenues, John A. Deacon, Jerry G. Pigman

Kentucky Transportation Center Research Report

In recent years, costs of highway facilities have generally been considered to be the responsibility of highway users. Although the private sector has recently been called upon to assume more cost responsibility, highways are primarily financed from tax revenues and user tolls. A continuing task related to assessment of highway user fees is determination of the appropriate level of taxation for each class of highway user. Cost allocation in various forms has traditionally been a tool to achieve an equitable assignment of user responsibility. This highway cost allocation study is the sixth in a recent series begun in the early …


Summary Of Results Of 1991 Field And Laboratory Evaluations Of Pavement Marking Materials, Kentucky Transportation Center Jul 1992

Summary Of Results Of 1991 Field And Laboratory Evaluations Of Pavement Marking Materials, Kentucky Transportation Center

Kentucky Transportation Center Research Report

This report summarizes the results of data collected as part of the 1991 field and laboratory evaluations of pavement marking materials for the SASHTO Regional Test Facility.The purpose of the Regional Test Facility (RTF) is to minimize the amount of field and laboratory research testing of specific types of materials. This is accomplished by combining efforts in an organized manner to reduce the monetary and man-hour requirements of both the states and industry. A RTF for the twelve SASHTO states was approved at the 1988 SASHTO convention. The twelve SASHTO states are Alabama, Arkansas, Florida, Georgia, Kentucky, Louisiana, Mississippi, North …


Recycled Materials In Kentucky Highway Construction, David Q. Hunsucker, Laura Whayne Feb 1992

Recycled Materials In Kentucky Highway Construction, David Q. Hunsucker, Laura Whayne

Kentucky Transportation Center Research Report

The objectives of this study were to identify and list waste materials which should be recycled to reduce solid waste disposal; report current and past efforts of the Kentucky Department of Highways to utilize recycled and waste materials; determine through a thorough literature search and review, the efforts of other local, state, national and international transportation agencies to utilize recycled materials; and, present preliminary recommendations listing areas where additional recycling efforts appear promising, feasible and needed.

Waste materials that were identified which could be recycled to reduce solid waste disposal included demolition waste (building rubble, recycled concrete pavement, recycled asphalt …


Roadway Related Tort Liability And Risk Management: 2nd Edition, Daniel S. Turner, Kenneth R. Agent Jan 1992

Roadway Related Tort Liability And Risk Management: 2nd Edition, Daniel S. Turner, Kenneth R. Agent

Kentucky Transportation Center Research Report

This training material has been prepared to address the tort liability problems faced by the Kentucky Transportation Cabinet and Kentucky local governments. The workbook defines the problem by reviewing the national picture of growing numbers of suits and escalating financial losses from suits against highway agencies.

The workbook also sets out solutions, and reviews actions which can decrease the exposure of highway agencies to these suits. This risk management concept is emphasized throughout the workbook.


Safety Belt Usage Before And After Enactment Of A Mandatory Usage Ordinance (Lexington-Fayette County, Kentucky), Kenneth R. Agent Oct 1990

Safety Belt Usage Before And After Enactment Of A Mandatory Usage Ordinance (Lexington-Fayette County, Kentucky), Kenneth R. Agent

Kentucky Transportation Center Research Report

No abstract provided.


Correlation Of Astm And Kentucky Cbr Methods For Fayette County, Tony L. Beckham, David L. Allen Aug 1990

Correlation Of Astm And Kentucky Cbr Methods For Fayette County, Tony L. Beckham, David L. Allen

Kentucky Transportation Center Research Report

No abstract provided.


Proposed Revisions To Kentucky Revised Statutes, Theodore Hopwood Ii, Donald G. Hartman Jul 1990

Proposed Revisions To Kentucky Revised Statutes, Theodore Hopwood Ii, Donald G. Hartman

Kentucky Transportation Center Research Report

No abstract provided.


Large-Stone Mixes For Reducing Rutting, Kamyar C. Mahboub Jun 1990

Large-Stone Mixes For Reducing Rutting, Kamyar C. Mahboub

Kentucky Transportation Center Research Report

Large-stone mixes are becoming a very popular means for reducing rutting in flexible pavements. Aggregate interlock in large-stone mixes provides for very efficient dissipation of compressive and shear stresses that are known to be responsible for rutting and shoving in flexible pavements. This report documents mix design procedures and laboratory testing for characterization of rutting potential of large-stone asphalt mixes (LSAM) in Kentucky and particularly the Louisa Bypass project.

A series of large-stone aggregate gradations were studied. A promising aggregate gradation was selected in cooperation with Kentucky Department of Highway officials and representatives of the asphalt industry. Based upon the …


Performance Report On Corrugated Polyethylene Pipe, N-12, L. John Fleckenstein, David L. Allen Jun 1990

Performance Report On Corrugated Polyethylene Pipe, N-12, L. John Fleckenstein, David L. Allen

Kentucky Transportation Center Research Report

This paper documents the installation and performance ofN-12 pipe installed during construction of South Forbes Road in Fayette County, KY 54 in Daviess County, US 62 in McCracken County, Nicholasville Road in Fayette County, and US 68/KY 80 in Warren County. The pipe is manufactured by Advanced Drainage Systems, Inc., and is designated as ADS N-12. ADS N-12 is a corrugated high-density polyethylene (HDPE) pipe. The pipe has a corrugated exterior for increased strength and a smooth interior to provide maximum flow capacity.

The N-12 pipe requires less equipment and fewer personnel than steel or concrete pipe for installation. From …


Summary Of Results Of 1989 Field And Laboratory Evaluations Of Pavement Marking Materials, Kentucky Transportation Center Jun 1990

Summary Of Results Of 1989 Field And Laboratory Evaluations Of Pavement Marking Materials, Kentucky Transportation Center

Kentucky Transportation Center Research Report

This report summarizes the results of data collected as part of the field and laboratory evaluations of pavement marking materials for the SASHTO Regional Test Facility. The purpose of the Regional Test Facility (RTF) is to minimize the amount of field and laboratory research testing of specific types of materials. This is accomplished by combining efforts in an organized manner to reduce the monetary and man-hour requirements of both the states and industry. A RTF for the twelve SASHTO states was approved at the 1988 SASHTO convention. The twelve SASHTO states are Alabama, Arkansas, Florida, Georgia, Kentucky, Louisiana, Mississippi, North …


Instrumentation Of The Twelvemile Bridge, Theodore Hopwood Ii, David Q. Hunsucker, Edgar E. Courtney Apr 1990

Instrumentation Of The Twelvemile Bridge, Theodore Hopwood Ii, David Q. Hunsucker, Edgar E. Courtney

Kentucky Transportation Center Research Report

An experimental precast, post-tensioned concrete segmental girder bridge over Twelvemile Creek in Campbell County was instrumented with stress and strain sensors. Those sensors were read during beam fabrication and the initial portion of construction. The work was performed to address Transportation Cabinet questions about structural performance and also to assess the effect of long-term creep. The study and bridge were not completed as originally designed due a beam failure during post-tensioning.

A variety of stress, strain, and deflection measuring techniques were to be employed during the study. Several of those including concrete stress and strain meters, and vibrating-wire strain gages …


Asphalt Surface Treatments For Local Roads And Streets, Ellis G. Williams Sep 1988

Asphalt Surface Treatments For Local Roads And Streets, Ellis G. Williams

Kentucky Transportation Center Research Report

Surface Treatments are thin applications of asphalt, with or without aggregate, to an existing pavement surface. There are many types to choose from when selecting a treatment for a specific purpose.

Because of the broad range of materials and methods available, surface treatments satisfy many needs in effective operation of road and street systems. They are major tools for preventive maintenance and also satisfy many corrective maintenance needs. They are widely and effectively used as the initial surfacing over granular bases. They are increasingly used over cracked, existing surfaces to reduce reflection cracking in asphalt overlays.

It is apparent that …


Highway Safety Research, Development, And Technology Transfer, John A. Deacon Aug 1988

Highway Safety Research, Development, And Technology Transfer, John A. Deacon

Kentucky Transportation Center Research Report

Late in 1987, the Federal Highway Administration assembled a seven-member panel which, guided by a primary contractor, Harrison Boyd & Associates, was charged with the task of developing a recommended five-year research, development, and technology transfer program for highway safety starting in the 1990s. As a part of the task, each panel member prepared an individual position paper to stimulate and focus panel discussions and, ultimately, to provide the basis for a consensus paper. This represents one such individual paper.

Although it is believed that significant safety gains can be achieved in the 1990s and beyond simply by more extensive …


Earthquake Priority Routes For Mclean County, Kentucky, David L. Allen, Vincent P. Drnevich, L. John Fleckenstein, Mostafa Sayedsadr Jul 1988

Earthquake Priority Routes For Mclean County, Kentucky, David L. Allen, Vincent P. Drnevich, L. John Fleckenstein, Mostafa Sayedsadr

Kentucky Transportation Center Research Report

No abstract provided.


Evaluation Of Hydraway Edge Drain On Pennyrile Parkway, David L. Allen, L. John Fleckenstein Jul 1988

Evaluation Of Hydraway Edge Drain On Pennyrile Parkway, David L. Allen, L. John Fleckenstein

Kentucky Transportation Center Research Report

No abstract provided.


Laboratory Evaluation Of Edge Drains, L. John Fleckenstein, David L. Allen Jun 1988

Laboratory Evaluation Of Edge Drains, L. John Fleckenstein, David L. Allen

Kentucky Transportation Center Research Report

This report documents laboratory test results performed on four brands of highway edge drains. The four brands included in this study are Hydraway (by Monsanto), Akwadrain (by International Construction Equipment, Inc.), Advantage (by Advanced Drainage Systems), and PDS 40 (by Pro Drain Systems).


Evaluation Of Lime Stabilized Road Bed, Bobby W. Meade, David L. Allen Apr 1988

Evaluation Of Lime Stabilized Road Bed, Bobby W. Meade, David L. Allen

Kentucky Transportation Center Research Report

In October 1986, the Transportation Research Program of the University of Kentucky published a report evaluating the addition of hydrated lime to the subgrade soils of Section 19 of the Ashland-Alexandria (AA.) highway (1). That study involved laboratory testing only and concluded that the engineering properties of these subgrade soils were significantly improved with the addition of 6 percent (by weight) hydrated lime. It was decided to add hydrated lime to the subgrade soils on Section 19.

Because that procedure had not previously been used in Kentucky, a study was approved to monitor construction procedures and the performance of an …


Allocation Of Highway Costs And Revenues, Jerry G. Pigman, John A. Deacon Mar 1988

Allocation Of Highway Costs And Revenues, Jerry G. Pigman, John A. Deacon

Kentucky Transportation Center Research Report

A continuing task related to highway financing is determination of the appropriate level of taxation for each class of highway user. Cost allocation in various forms has traditionally been the tool used to achieve an equitable assignment of user responsibility. Following is a summary of results from such a cost-allocation study undertaken by the University of Kentucky's Transportation Research Program. The objective of this study is to determine highway cost responsibility of various user classes and to assess revenues relative to costs under existing levels of taxation and under various alternatives considered in the 1988 legislative session.


Investigation Of Collapse Of Long-Span Structure Under Ky 80 In Floyd County, Ronald D. Hughes, David L. Allen, Robert C. Deen Nov 1986

Investigation Of Collapse Of Long-Span Structure Under Ky 80 In Floyd County, Ronald D. Hughes, David L. Allen, Robert C. Deen

Kentucky Transportation Center Research Report

The Kentucky Transportation Research Program (KTRP) was requested to obtain and review design, construction, and post construction documents relative to the long-span structure under KY 80 in Floyd County. Telephone and in-person contacts were made with various agency officials involved with the structure in an endeavor to collect pertinent data. Documents that were initially presented to KTRP staff were thoroughly reviewed and a draft report based upon information submitted was prepared. The draft report included a scenario relating to a probable sequence of events that could have been significant in the ultimate collapse of the structure.

Soon after distribution of …