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Articles 37411 - 37440 of 38239
Full-Text Articles in Entire DC Network
Commercial And Private Entrances, Robert M. Wray
Commercial And Private Entrances, Robert M. Wray
Kentucky's Annual Forum on Transportation
No abstract provided.
Seventeen Years Of Rural Highway Aid, What It Has Meant To The Counties And Suggestions For Improvement Of Programs, Richard Thompson
Seventeen Years Of Rural Highway Aid, What It Has Meant To The Counties And Suggestions For Improvement Of Programs, Richard Thompson
Kentucky's Annual Forum on Transportation
No abstract provided.
Suitable Steels For Welded Bridges And Buildings, W. P. Gerhart, S. A. Greenberg
Suitable Steels For Welded Bridges And Buildings, W. P. Gerhart, S. A. Greenberg
Kentucky's Annual Forum on Transportation
No abstract provided.
Highways In Civil Defense, R. E. Bagby
Highways In Civil Defense, R. E. Bagby
Kentucky's Annual Forum on Transportation
No abstract provided.
Why Urban Expressways, T. H. Cutler
Why Urban Expressways, T. H. Cutler
Kentucky's Annual Forum on Transportation
No abstract provided.
Drainage And Structure — Maintenance, T. J. Hopgood
Drainage And Structure — Maintenance, T. J. Hopgood
Kentucky's Annual Forum on Transportation
No abstract provided.
Maintenance Of Road Surfaces, Shoulders, Ditches, And Right Of Way Areas, Dewey Sparks
Maintenance Of Road Surfaces, Shoulders, Ditches, And Right Of Way Areas, Dewey Sparks
Kentucky's Annual Forum on Transportation
No abstract provided.
The Alpha And Omega Of Highway Transportation, Ben F. Ostergren
The Alpha And Omega Of Highway Transportation, Ben F. Ostergren
Kentucky's Annual Forum on Transportation
No abstract provided.
Maintenance And Operation Of Equipment, W. A. Tincher
Maintenance And Operation Of Equipment, W. A. Tincher
Kentucky's Annual Forum on Transportation
No abstract provided.
The Advantages And Economy In The Use Of Calcium Chloride In The Maintenance Of Unpaved Roads, T. D. Williams
The Advantages And Economy In The Use Of Calcium Chloride In The Maintenance Of Unpaved Roads, T. D. Williams
Kentucky's Annual Forum on Transportation
No abstract provided.
Welcome And Greetings To County Officials, B. T. Moynahan
Welcome And Greetings To County Officials, B. T. Moynahan
Kentucky's Annual Forum on Transportation
No abstract provided.
Progressive Tendencies In Highway Taxing And Spending Policies, C. M. Nelson
Progressive Tendencies In Highway Taxing And Spending Policies, C. M. Nelson
Kentucky's Annual Forum on Transportation
No abstract provided.
Kentucky Highway Conference Program [1953], Kentucky Transportation Center
Kentucky Highway Conference Program [1953], Kentucky Transportation Center
Kentucky's Annual Forum on Transportation
No abstract provided.
Report No. 2 On A Test Road For The Evaluation Of Sandstone As An Aggregate In Plant-Mix Bituminous Pavements, Ellis G. Williams
Report No. 2 On A Test Road For The Evaluation Of Sandstone As An Aggregate In Plant-Mix Bituminous Pavements, Ellis G. Williams
Kentucky Transportation Center Research Report
This report which presents results from additional study of the Sandstone Test Road located on S.R. 30 in Magoffin and Breathitt Counties, is a supplement to Report No. 1 dated April, 1952. The project consisted of a laboratory investigation and construction of a 20-mile test road, with all the original work carried out over a period from early 1950 to November 1951.
Details concerning both laboratory and field work are contained in Report No. 1 and need not be discussed here. However, to keep the general objectives of the study clear, they are restated as follows:
- To develop comprehensive information …
Oil Shales In Montana, Richard N. Miller
Oil Shales In Montana, Richard N. Miller
Bachelors Theses and Reports, 1928 - 1970
Montana has long been known to have very large resources of coal and oil, and undetermined amounts of oil shale. The reserves of coal and oil have been proven, in part, and have been produced commercially, but not much is known about the extent and apparent value of the oil shales. Under present .conditions, and according to standards set by the United States Bureau of Mines, the shales are not of commercial value. They are, however, a potentially valuable mineral resource, and portions of them will possibly be utilized, although not in the near future.
Application Of Geology To Highway Engineering In Kentucky, L. E. Gregg, James H. Havens
Application Of Geology To Highway Engineering In Kentucky, L. E. Gregg, James H. Havens
Kentucky Transportation Center Research Report
Kentucky, too, is a state where geology abounds. Little credit for this, however, lies with the highway field, because such a prosaic subject is frequently overshadowed by such features as Mammoth Cave, Sky Bridge, Cumberland Falls, Pine Mountain, and extensive underground mineral deposits. Nevertheless; the influence of geology in the highway industry is growing, and it is obvious that some potential contributions have not yet been realized.
A Historical Study Of The Influence Of The Railroad Upon Ogden, Utah, 1868-1875, Alma W. Hansen
A Historical Study Of The Influence Of The Railroad Upon Ogden, Utah, 1868-1875, Alma W. Hansen
Theses and Dissertations
The general plan of this study is to sketch the beginning of Ogden settlement and the early history up to the beginnings of the influence of the coming of the railroad, then to follow in more detail the conditions and influences that developed as the railroad was built and the changes that followed the completion of the line.
A Combination Waterbound Macadam And Dense-Graded Aggregate Base For Flexible Pavements, William B. Drake
A Combination Waterbound Macadam And Dense-Graded Aggregate Base For Flexible Pavements, William B. Drake
Kentucky Transportation Center Research Report
This paper is concerned with a flexible base designed primarily to improve the riding qualities of high-type bituminous pavements. Difficulties in control of grades and sections with modern methods of macadam base construction have emphasized needs for effective finishing procedures.
In the project described, an 8-in. base was built in two courses, the lower waterbound macadam being overlain by a densegraded aggregate material suitable for spreading and shaping with a power grader. The base was then surfaced with two courses of a hot bituminous plant mix.
Observations and measurements showed that the combination could be built satisfactorily; construction entailed more …
The Effect Of Air-Entrainment On Concrete Containing Chert Gravel, Ali Erdogan Dinc
The Effect Of Air-Entrainment On Concrete Containing Chert Gravel, Ali Erdogan Dinc
Masters Theses
"The problem which the writer is analyzing in this paper has been suggested to him by Prof. Carlton of the Civil Engineering Department. It consists of two parts.
- 1. Bar-Run aggregate is to be obtained from Springcreek near Rolla. This material is to be screened and recombined to obtain the best gradation for highest strength concrete obtainable.
- Durability studies are to be made on the concrete resulting from best established mix by varying the amount of air entrainment compound (Vinsol Resin) to be added to the cement"--Introduction, page 1.
Runoff And Soil Moisture, John William Clark Jr.
Runoff And Soil Moisture, John William Clark Jr.
Masters Theses
"Hydrology is the science treating of water from the time it hits the earth until it leaves the earth. This never ending movement of water is called the "hydrologic cycle" and is best summarized graphically. The hydrologist is primarily concerned with rainfall, runoff and evaporation. One of the basic aims of the science is to compute the surface runoff from any rain on a given area. Surface runoff is here considered as that water which reaches the channels without penetrating the ground, plus subsurface storm flow. Subsurface storm flow is slower than surface runoff but faster than ground water flow. …
Chronicle: John E Mathews Bridge Edition Presenting The Story Of A Great Achievement, Sam D. Melson
Chronicle: John E Mathews Bridge Edition Presenting The Story Of A Great Achievement, Sam D. Melson
City and Regional Planning -- Florida
Special Edition of the independent weekly Chronicle on the John E. Mathews Bridge, it's planning and construction.
A Concrete Pavement Without Transverse Joints [Dec. 1952], William B. Drake
A Concrete Pavement Without Transverse Joints [Dec. 1952], William B. Drake
Kentucky Transportation Center Research Report
This project was last reported in January, 1951, or approximately two years ago. Three previous reports have been made. Report No. 2 was dated December, 1949, and Report No. 1 was made July, 1949. A memorandum report (for file only) covering the two 1951 inspections was made in February of 1952.
This road is a section of U.S. 31W in Simpson County designated as FI 239(4). It runs from Sta. 9-11 at the Tennessee State Line to Sta. 311-40 at the south city limit of Franklin (see layout plot). It consists of a 22-foot concrete pavement underlain by 1-1/2 inches …
An Investigation Of Lean Concrete Mixes As Base Courses For Bituminous Surfaces [Dec. 1952], Dave H. Sawyer
An Investigation Of Lean Concrete Mixes As Base Courses For Bituminous Surfaces [Dec. 1952], Dave H. Sawyer
Kentucky Transportation Center Research Report
During the summer of 1950, the Kentucky Department of Highways placed a lean concrete mix for base construction and widening in Montgomery County. This project was a 4.415 mile section of U.S. 60 on the Winchester-Mt. Sterling Road, and was designed as SF 87-117. Four major revisions – three alignment and one grade – were completed on the project thus requiring full-width base replacement of sections of the old pavement with the lean concrete mix.
A Bank Gravel Base Containing Calcium Chloride [Report No. 2], William B. Drake
A Bank Gravel Base Containing Calcium Chloride [Report No. 2], William B. Drake
Kentucky Transportation Center Research Report
Attached you will find our second progress report on "A Bank Gravel Base Containing Calcium Chloride," by W.B. Drake. This project pertains to that portion of the Paducah-Eddyville Road (U.S. 62) extending from Kentucky Dam to Kuttawa. You are quite familiar with the road having visited it in company with Mr. Bray on August 13, this year and I believe most of the members of the Research Committee are familiar with it. Discussions following presentation of Report No. 1 on the project at our meeting last April would have accomplished that, but the road is better known for the number …
A Compendium On Class I, Type C Mixes, Ellis G. Williams
A Compendium On Class I, Type C Mixes, Ellis G. Williams
Kentucky Transportation Center Research Report
Recently the Class I, Type C Surface Mix has been the subject of numerous discussions resulting from present paving operations on Muldraugh Hill (U.S. 31W and U.S. 60) south of Louisville, and from performance of pavements placed heretofore on some Louisville Streets. Apparently, past difficulties have created some doubt about the suitability of Type C surfaces in heavy traffic areas for which it was intended. Type C does not represent the ultimate in stable mixtures, but it should be entirely adequate for the purpose intended.
A Survey Of Acidity In Drainage Waters And The Condition Of Highway Drainage Installations, James H. Havens
A Survey Of Acidity In Drainage Waters And The Condition Of Highway Drainage Installations, James H. Havens
Kentucky Transportation Center Research Report
During the summer of 1949, approximately one year after installation, serious corrosion failures were discovered in a series of galvanized metal entrance culverts on U.S. 60 south of Ashland near Princess. Because of a unique disparity in their performance at this location, the problem was referred to the Research Division for possible explanation. An impromptu investigation ensued, and the cause of the failure was attributed directly to acid drainage water flowing from extensive strip-mining operations within the immediate area. A report (1)* describing the attendant conditions was made to the Research Committee in December of that year.
As an outgrowth …
The Performance Of Cold Mastic Joint-Sealing Compounds And Sawed Joints In Concrete Pavements, Dave H. Sawyer
The Performance Of Cold Mastic Joint-Sealing Compounds And Sawed Joints In Concrete Pavements, Dave H. Sawyer
Kentucky Transportation Center Research Report
Included in this report are observations and data on the performance of various types of crack and joint sealing materials applied to three separate concrete pavements. The factors which are considered pertinent in evaluating the respective conditions of the materials are: length of service, tightness of joint, adherence to the concrete pavement, and ductility. The three materials used on these projects were cold mastic, hot-poured asphalt rubber, and OA-2 cut back with MC-3.
Evaluation Of Traffic Paint In 1952, A. C. Peed Jr.
Evaluation Of Traffic Paint In 1952, A. C. Peed Jr.
Kentucky Transportation Center Research Report
Following the program of in-service transverse stripe evaluation coupled with laboratory study of traffic paint samples submitted by various manufacturers who propose to bid on the Departments paint requirements, field stripes were placed August 19, 1952. For this test stripes were placed in the same general location as that used the two previous years (U.S. 27 south of Lexington at the junction of the concrete and bituminous pavements). Gradings contained herein were made December 27, 1952, and thus represent a somewhat premature five-month evaluation. However, the set of stripes placed in 1951 were scrutinized since they had sixteen months of …
A Limestone-Calcium Chloride Stabilized Base, William B. Drake
A Limestone-Calcium Chloride Stabilized Base, William B. Drake
Kentucky Transportation Center Research Report
This report is mainly concerned with the calcium-chloride stabilized portion of a combination base. A 4-inch course of waterbound macadam was placed over a 1-inch insulation course overlying an existing traffic-bound stone surface. The next 4 inches of base above, the water bound material consisted of two 2-inch layers of calcium-chloride stabilized limestone of a design not used heretofore by the Department.
Bituminous concrete binder and surface courses laid over the base brought the total mat thickness to more than 11 inches. The surface width was 30 feet, and the length of the project was 1.1 miles.
Although the road …
Head Determinations For Structures On U.S 23 That Are Affected By Raising The Normal Pool Elevation Of Ohio River Lock And Dam No. 30 At Greenup, Kentucky, Eugene M. West
Kentucky Transportation Center Research Report
During a visit to this office on July 3, 1952, Mr. J.O. Cornell requested the assistance of the Hydraulics Section of the Research Laboratory in investigating the possible head to be expected on the drainage structures on U.S. 23, that would be influenced by the proposed raising of the normal pool elevation of Ohio River Lock and Dam No. 30 at Greenup, Kentucky.
In order to better evaluate the head to be expected, I have approached the problem from an analytical standpoint, outlining and comparing the results from three suggested methods. The results of the analysis of the three separate …