Open Access. Powered by Scholars. Published by Universities.®

Civil and Environmental Engineering Commons™

Open Access. Powered by Scholars. Published by Universities.®

University of Kentucky

Discipline
Keyword
Publication Year
Publication
Publication Type
File Type

Articles 2191 - 2220 of 2796

Full-Text Articles in Civil and Environmental Engineering

An Investigation Of Low-Strength Concrete And Resulting Structural Failure In A Bridge Deck, James H. Havens Feb 1970

An Investigation Of Low-Strength Concrete And Resulting Structural Failure In A Bridge Deck, James H. Havens

Kentucky Transportation Center Research Report

This investigation concerns the discovery of weak concrete in a portion of the deck of the Elkhorn City bridge, APD 640(4), within a year after it was opened to traffic. The deck concrete was placed between April 14 and June 14, 1968. The bridge serves heavy coal-trucks traffic. Failures occurred in the eastern-most span (No. 5) in April or May of 1969, Undoubtedly, the heavy loading contributed to early disclosure of defective concrete.

A preliminary investigation was made in May 1969, and reported by memorandum May 21, 1969. The bottom third or half of concrete in the affected portion, Span …


Locating And Tracing Seepage Water In Unstable Slopes, Yasin A. Alkhoja, Gordon D. Scott Feb 1970

Locating And Tracing Seepage Water In Unstable Slopes, Yasin A. Alkhoja, Gordon D. Scott

Kentucky Transportation Center Research Report

With the increase in modern highway construction, the occurrence of landslides has been growing proportionally due to the use of deeper cuts and higher fills. It has been observed that landslides on highways often occur in fills on hillsides. Accumulation of water in the embankment, usually seeping from a nearby hill, may reduce the shear strength of the embankment soil and result in failure at a later time. Many landslides on Kentucky highways have occurred a few years after construction and obviously have been caused by the gradual weakening of the embankment due to a damming and accumulation of water. …


Slip-Form Paving, Kerry P. Magan Feb 1970

Slip-Form Paving, Kerry P. Magan

Kentucky Transportation Center Research Report

The proper placement, consolidation, and finishing of low-slump concrete without the aid of pre-erected side, forms has been widely acclaimed as an economical and effective procedure in the construction of portland cement concrete pavements. This construction procedure, commonly referred to as slip-form paving, depends upon the ability of low-slump concrete to remain in place after consolidation and removal of forms.

Slip-form pavers differ from conventional pavers in that no fixed side forms are required inasmuch as the slip-form paver has side forms that advance with the machine. Concrete is merely deposited on the prepared subgrade in front of the machine, …


Final Performance Report On Experimental Use Of Thermoplastic Pavement-Striping Materials, Assaf S. Rahal, Ronald D. Hughes Feb 1970

Final Performance Report On Experimental Use Of Thermoplastic Pavement-Striping Materials, Assaf S. Rahal, Ronald D. Hughes

Kentucky Transportation Center Research Report

This study was undertaken in order to: 1) evaluate the performance of thermoplastic striping materials, 2) compare their performance on both portland cement concrete and bituminous concrete pavements to that of conventional traffic paints, and 3) to evaluate the economics of thermoplastics in terms of cost per mile per day of useful life. The performance of two brands of thermoplastic striping materials and conventional traffic paints applied at nine test sites in both rural and urban areas is reported herein. Application procedures, site locations, repair histories and materials specifications are included. Accumulative costs for each material at all sites for …


Slurry Seal Maintenance Applications, Robert L. Florence, Herbert F. Southgate Feb 1970

Slurry Seal Maintenance Applications, Robert L. Florence, Herbert F. Southgate

Kentucky Transportation Center Research Report

A slurry seal mixture consists of graded fine aggregate (normally minus 3/8-inch material), mixing grade emulsified asphalt (SS-1 or SS-lH), and water. The water is added to aid in mixing and to provide a free-flowing consistency so that the mixture can be spread in thin layers on the surface of an existing pavement. After the mixture is spread, the water evaporates and the remaining material, aggregate and base asphalt, forms a thin seal on the pavement surface which resembles a fine-grained asphaltic-concrete surface. As a result of the free-flowing consistency and the fineness of the aggregate, a slurry mixture readily …


An Investigation Of Core-Strengths Of A Portland Cement Concrete Pavement, James H. Havens Dec 1969

An Investigation Of Core-Strengths Of A Portland Cement Concrete Pavement, James H. Havens

Kentucky Transportation Center Research Report

This investigation concerns observed differences between the strengths of molded cylinder and beam specimens and the strength of concrete in situ. The specific project is a section of I 64 in Rowan County [I 64-6(15)130]. The paving was done between August 19 and September 27, 1968. Cylinder specimens molded on the project were tested after they had cured 28 days. Beam specimens were tested before they had cured 14 days. Those test results were "normal". However, cores taken to measure thickness of the pavement were subsequently tested for strength; and the pavement cores, even though older when tested, yielded strengths …


Equal Employment Opportunity, B. B. Meyers Nov 1969

Equal Employment Opportunity, B. B. Meyers

Kentucky's Annual Forum on Transportation

No abstract provided.


Traffic Operations During Maintenance, William G. Galloway Nov 1969

Traffic Operations During Maintenance, William G. Galloway

Kentucky's Annual Forum on Transportation

No abstract provided.


Public Hearings - Closing The Communications Gap, James G. Apple Nov 1969

Public Hearings - Closing The Communications Gap, James G. Apple

Kentucky's Annual Forum on Transportation

No abstract provided.


Relocation Assistance, Carl H. Bradley Nov 1969

Relocation Assistance, Carl H. Bradley

Kentucky's Annual Forum on Transportation

No abstract provided.


References [1969], Kentucky Transportation Center Nov 1969

References [1969], Kentucky Transportation Center

Kentucky's Annual Forum on Transportation

No abstract provided.


Lane Distribution, G. R. Garner Nov 1969

Lane Distribution, G. R. Garner

Kentucky's Annual Forum on Transportation

No abstract provided.


Effects Of Auto-Utility Trailers, B. S. Siria Nov 1969

Effects Of Auto-Utility Trailers, B. S. Siria

Kentucky's Annual Forum on Transportation

No abstract provided.


Evaluation Of The Function Of Models In Interchange Design, C. F. Davis, J. A. Dearinger Nov 1969

Evaluation Of The Function Of Models In Interchange Design, C. F. Davis, J. A. Dearinger

Kentucky's Annual Forum on Transportation

No abstract provided.


Median Design And Accident History, G. R. Garner Nov 1969

Median Design And Accident History, G. R. Garner

Kentucky's Annual Forum on Transportation

No abstract provided.


Impact Attenuating And Redirectionalizing Safety Barriers, Gordon R. Garner, Bruce S. Siria Nov 1969

Impact Attenuating And Redirectionalizing Safety Barriers, Gordon R. Garner, Bruce S. Siria

Kentucky's Annual Forum on Transportation

No abstract provided.


Accidents At Median Crossovers, G. R. Garner Nov 1969

Accidents At Median Crossovers, G. R. Garner

Kentucky's Annual Forum on Transportation

No abstract provided.


An Evaluation Of The Effectiveness Of Televised, Locally Oriented Driver Re-Education, J. W. Hutchinson Nov 1969

An Evaluation Of The Effectiveness Of Televised, Locally Oriented Driver Re-Education, J. W. Hutchinson

Kentucky's Annual Forum on Transportation

No abstract provided.


Grooving Of Pavements, G. R. Garner Nov 1969

Grooving Of Pavements, G. R. Garner

Kentucky's Annual Forum on Transportation

No abstract provided.


Pavement Marking Systems, J. H. Havens Nov 1969

Pavement Marking Systems, J. H. Havens

Kentucky's Annual Forum on Transportation

No abstract provided.


Structural Paints, J. H. Havens Nov 1969

Structural Paints, J. H. Havens

Kentucky's Annual Forum on Transportation

No abstract provided.


Blow-Ups And Cracking Of Pcc Pavements, J. H. Havens Nov 1969

Blow-Ups And Cracking Of Pcc Pavements, J. H. Havens

Kentucky's Annual Forum on Transportation

No abstract provided.


Road Roughness, R. L. Rizenbergs Nov 1969

Road Roughness, R. L. Rizenbergs

Kentucky's Annual Forum on Transportation

No abstract provided.


Stability Of A Guided Air Cushion Vehicle, Don J. Wood Nov 1969

Stability Of A Guided Air Cushion Vehicle, Don J. Wood

Kentucky's Annual Forum on Transportation

No abstract provided.


Pavement Surface Hydrodynamic Drainage, J. W. Hutchinson Nov 1969

Pavement Surface Hydrodynamic Drainage, J. W. Hutchinson

Kentucky's Annual Forum on Transportation

No abstract provided.


Skid Resistance, R. L. Rizenbergs Nov 1969

Skid Resistance, R. L. Rizenbergs

Kentucky's Annual Forum on Transportation

No abstract provided.


Freeze And Thaw Phenomena Of Concrete Aggregate, J. H. Havens Nov 1969

Freeze And Thaw Phenomena Of Concrete Aggregate, J. H. Havens

Kentucky's Annual Forum on Transportation

No abstract provided.


Slurry Seal Maintenance Applications, H. F. Southgate Nov 1969

Slurry Seal Maintenance Applications, H. F. Southgate

Kentucky's Annual Forum on Transportation

No abstract provided.


Stress Distribution In Rectangular Concrete Slabs Under Wheel Loads, Y. H. Huang Nov 1969

Stress Distribution In Rectangular Concrete Slabs Under Wheel Loads, Y. H. Huang

Kentucky's Annual Forum on Transportation

No abstract provided.


Submerged Cross-Jet Control Of Hydraulic Jump, T. Y. Kao Nov 1969

Submerged Cross-Jet Control Of Hydraulic Jump, T. Y. Kao

Kentucky's Annual Forum on Transportation

No abstract provided.