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Articles 451 - 480 of 992
Full-Text Articles in Civil and Environmental Engineering
Examination Of Concrete Cores From Lowe’S Store In Bowling Green, David L. Allen, L. John Fleckenstein
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
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
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
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
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
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 …
Allocation Of Highway Costs And Revenues, John A. Deacon, Jerry G. Pigman
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 …
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
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 …