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Articles 73531 - 73560 of 74986
Full-Text Articles in Engineering
An Analysis Of Traffic Accidents On County Roads, D. F. Petty, H. L. Michael
An Analysis Of Traffic Accidents On County Roads, D. F. Petty, H. L. Michael
Indiana Local Technical Assistance Program (LTAP) Publications
The purpose of this research was to investigate the causes of and determine possible remedies for the rising number of county road accidents in Indiana. County road accidents were defined for the purpose of this study as all traffic accidents occurring on roads which are administered by the County Commissioners in Indiana except accidents occurring at intersections of county roads with state highways. These latter accidents are normally charged to state highways. The information used in this research was obtained from accident records. The best available source of this type of information, the accident reports which are filed at the …
Investigation Of Aggregate Occurrence In Logan County, Kentucky, George R. Laughlin
Investigation Of Aggregate Occurrence In Logan County, Kentucky, George R. Laughlin
Kentucky Transportation Center Research Report
As requested in your memorandum of September 12, we have conducted an extensive series of tests on the natural sand produced by Kapco Construction Company in Logan County. There was some question regarding the classification of the sand -- whether it would be termed a manufactured, a crushed conglomerate, or a natural sand. I had Mr. George R. Laughlin, Geologist of the Research Division, visit and inspect the pit. A copy of Mr. Laughlin's report to me is attached for your file. He reports that the material being produced is a washed, natural sand and similar in production procedure to …
Laboratory Test Results On Natural Sand Produced By The Kapco Construction Company In Logan County, Ronald D. Hughes
Laboratory Test Results On Natural Sand Produced By The Kapco Construction Company In Logan County, Ronald D. Hughes
Kentucky Transportation Center Research Report
On September 19, 1962, a sample of sand produced by the Kapco Construction Company was received by the Research Division. This material was sampled at the quarry in Logan County and forwarded to the Research Division by personnel from District No. 3 of the Bowling Green Office. The sample was submitted for laboratory evaluation in regard to possible use of the material as fine aggregate in Class A concrete.
Study Of Light Compaction-Equipment For Maintenance Patching, Robert L. Florence
Study Of Light Compaction-Equipment For Maintenance Patching, Robert L. Florence
Kentucky Transportation Center Research Report
Patching pot-holes and resurfacing small areas of pavement entail certain compaction-equipment difficulties for the maintenance crews. Areas in need of repair are often small but may be widely scattered. Large steel-wheeled rollers are difficult to transport from one location to another and tend to bridge across small, deep pot-holes. The bridging effect can be reduced by use of small rollers or pneumatictired rollers, which conform better to the area to be patched. The efficiency of a patching crew depends greatly upon its mobility. The compaction equipment, therefore, should be portable, should conform to the area to be repaired, and should …
Special Provisions For Non-Leafing Aluminum, Basic Lead Silico-Chromate Oil-Alkyd Finish-Coat Paint For Guard Rails And Bridges, William B. Drake
Special Provisions For Non-Leafing Aluminum, Basic Lead Silico-Chromate Oil-Alkyd Finish-Coat Paint For Guard Rails And Bridges, William B. Drake
Kentucky Transportation Center Research Report
These provisions cover the material requirements for a pre-mixed, non-leafing aluminum, basic lead silico-chromate, oil-alkyd finish-coat paint which is intended for use in one or two finish-coat applications. This paint is considered to be compatible with undercoat paints currently covered by Special Specification No. 14-56b and may be substituted for the green finish-coat, Para. IV, therein, when so indicated by appropriate notations on the plans, proposals, invitations, etc. This paint may be used for either new or re-paint work on bridges, guard rails, and other steel structures as may be designated. Undercoat paints, when required, shall be in accordance with …
An Analysis Of Traffic Accidents On County Roads : Technical Paper (Information), Donald F. Petty, Harold L. Michael
An Analysis Of Traffic Accidents On County Roads : Technical Paper (Information), Donald F. Petty, Harold L. Michael
JTRP Technical Reports
No abstract provided.
A Factual Report On Annexation For The Metropolitan Area Of Jacksonville, Florida, Junius Elmore Dovell, Arthur W. Smith
A Factual Report On Annexation For The Metropolitan Area Of Jacksonville, Florida, Junius Elmore Dovell, Arthur W. Smith
Arthur N. Sollee, Sr. Textual Materials
Factual report with handwritten annotations, contains letter of transmittal from Dovell and Smith, Consultants, to Mayor Haydon Burns and Council President Brad Tredinnick, Members of the City Council and the City Commission, City of Jacksonville
An Information Brochure On Annexation For The Metropolitan Area Of Jacksonville, Florida, Junius Elmore Dovell, Arthur W. Smith
An Information Brochure On Annexation For The Metropolitan Area Of Jacksonville, Florida, Junius Elmore Dovell, Arthur W. Smith
Arthur N. Sollee, Sr. Textual Materials
Informational brochure containing a letter Dovell and Smith, Consultants, to Mayor Haydon Burns and Council President Brad Tredinnick, Members of the City Council and the City Commission, City of Jacksonville, dated August 24, 1962 to present the fact concerning annexation.
Principles Of Highway Drainage And Erosion Control, John L. Sanborn
Principles Of Highway Drainage And Erosion Control, John L. Sanborn
Indiana Local Technical Assistance Program (LTAP) Publications
This manual is an attempt to describe the important principles of highway drainage and erosion control, and to describe some specific applications of those principles .
Department Of The Army General Orders 47, 26 July 1962, Robert Bolin , Depositor
Department Of The Army General Orders 47, 26 July 1962, Robert Bolin , Depositor
United States Department of Defense Military Intelligence
Paragraph 1 of this order established the US Army Area Analysis Intelligence Agency.
Other paragraphs concerned assorted administrative matters related to various organizations:
Para II US Army Subsistence Center
Para III Cactus Ordnance Work, Dumas, Texas
Para IV Nebraska Ordnance Plant, Nebraska
Para V Ravenna Depot Activity, Ohio
Para VI Redstone Depot Activity, Alabama
Para VII The Bolles School, Jacksonville, Florida
Us Army Area Analysis Intelligence Agency, Historical Data Card, Robert Bolin Depositor
Us Army Area Analysis Intelligence Agency, Historical Data Card, Robert Bolin Depositor
United States Department of Defense Military Intelligence
The US Army Area Analysis Intelligence Agency was a short-lived organization subordinate to the Chief of Engineers. It was created on 27 July 1962. It was “discontinued” on 5 March 1963.
County Subdivision Control: Model Ordinance With Discussion, William Joseph Head
County Subdivision Control: Model Ordinance With Discussion, William Joseph Head
Indiana Local Technical Assistance Program (LTAP) Publications
The purpose of this manual is to impress upon the reader the urgent need for sound planning and to show what tools are available to facilitate the job of planning and (2) to provide a rough framework, a "model subdivision ordinance," around which a county can build a subdivision ordinance tailored to its particular needs and circumstances.
It must be emphasized that the values appearing in this manual are only typical minimal values. The model ordinance is quite general—any county wishing to adopt this ordinance would be obliged to initiate a study to determine to what extent the model ordinance …
The Kentucky Department Of Highway’S Scholarship Program, D. V. Terrell
The Kentucky Department Of Highway’S Scholarship Program, D. V. Terrell
Kentucky Transportation Center Research Report
The Kentucky Department of Highways was organized in 1912, at that time the field of highway engineering was new, little was actually known about the scientific process of building roads, there were no highway engineers as such. The civil engineer because of his experience in the construction of railroads and public works was to become the highway engineer in the future. As road building began to be an important fact, most schools added courses in highway construction to the already over-crowded field of civil engineering, and highway engineering today is considered on of the major branches of the broad field …
Processed Kentucky Rock Asphalt, P. F. Phelan
Processed Kentucky Rock Asphalt, P. F. Phelan
Kentucky Transportation Center Research Report
Attached are three copies each of two laboratory reports covering tests on a 50 lb. sample of processed Kentucky rock asphalt forwarded to our laboratory by Mr. C. H. McKinney. The sample arrived June 6. These reports include results of laboratory analysis and evaluation tests - and small scale road tests - to determine the proper amount of tar to be added to the processed material to produce a satisfactory road surfacing mixture.
Laboratory Testing Of Wet-Processed Kyrock, Robert L. Florence
Laboratory Testing Of Wet-Processed Kyrock, Robert L. Florence
Kentucky Transportation Center Research Report
No abstract provided.
Structural Repair Of Concrete Pavement, Barren County Project U 543(3), William B. Drake
Structural Repair Of Concrete Pavement, Barren County Project U 543(3), William B. Drake
Kentucky Transportation Center Research Report
The Research Division assisted the District Construction personnel with structural repairs of five areas of cement concrete pavement that had been adjudged unsatisfactory. I had an opportunity to observe the repaired areas on July 19, 1962, and they all appear to be performing. adequately. The color of the epoxy patching material does not completely match the adjacent concrete but with normal weathering the two materials should approach a better match.
Comments On: Aasho Interim Guide For The Design Of Rigid Pavement Structures (Aasho Committee On Design, February, 1962), James H. Havens, Ronald D. Hughes
Comments On: Aasho Interim Guide For The Design Of Rigid Pavement Structures (Aasho Committee On Design, February, 1962), James H. Havens, Ronald D. Hughes
Kentucky Transportation Center Research Report
We have reviewed the AASHO Interim Guide for the Design of Rigid Pavement Structures, and Messrs. Havens and Hughes of our staff have prepared comments on the guide. These comments do not deal entirely with the rigid pavement guide, but rather compare some of the design concepts from the Flexible Pavement Interim Guide.
The Application Of Nuclear Techniques To The Measurement Of Moisture And Density Of Highway Construction Materials, Robert C. Deen, J. D. Shackelford
The Application Of Nuclear Techniques To The Measurement Of Moisture And Density Of Highway Construction Materials, Robert C. Deen, J. D. Shackelford
Kentucky Transportation Center Research Report
In recent years much attention has been directed toward the application of neutron and gamma ray techniques to soil moisture and density measurements. This application of radiological measurements of these characteristics of materials of highway construction, of course, is of great interest to the highway industry since the performance of the total pavement system is highly dependent upon the condition of the embankment, subgrade, and base components of this system. An important measure of the state of condition of unconsolidated earth materials is their unit weights and moisture contents. The highway engineer undoubtedly would welcome any method or technique which …
Handbook Of Facts And Figures On Indiana County Roads—Including Directory Of Indiana County Highway Departments, Jean E. Hittle
Handbook Of Facts And Figures On Indiana County Roads—Including Directory Of Indiana County Highway Departments, Jean E. Hittle
Indiana Local Technical Assistance Program (LTAP) Publications
This handbook will assist county road officials in the planning of county road operations. The data and information included in this handbook are either statistical or public information which are already available from the official sources, but which needed to be brought together for convenient distribution and use.
Pavement Roughness Studies (A Progress Report), Rolands L. Rizenbergs
Pavement Roughness Studies (A Progress Report), Rolands L. Rizenbergs
Kentucky Transportation Center Research Report
Road roughness testing in Kentucky was first reported in 1949 (1). At that time, emphasis was placed on localized irregularities in pavement profiles detectable by a roller-type straight edge. The experience gained then pointed to the necessity for making a fast, continuous recording of characteristics of the road which would be more closely related to riding quality. Subsequent progress reports (2)(3) dealing with the development of triaxial acceleration as applied to the evaluation of pavement riding qualities emphasized riding comfort or discomfort. The accelerations monitored then were evaluated in terms of g's per seconds or "jerk", which is considered by …
Engineering Properties For Soil Series Mapped In Kentucky, Robert C. Deen
Engineering Properties For Soil Series Mapped In Kentucky, Robert C. Deen
Kentucky Transportation Center Research Report
Soil maps, and particularly engineering soil maps, are proving to be desirable in the planning and design stage of many types of structures and land developments. Problems associated with foundations, drainage and soil behavior may be recognized at a very early stage during the preliminary location and site selection through the use of adequate soil maps.
Control System Digital Computer Transfer Function Simulation, Jens J. Jonson
Control System Digital Computer Transfer Function Simulation, Jens J. Jonson
Faculty Publications
The z transform of simple delay, integrator, leadlag, and differentiator networks are suggested as the basic building blocks for simulating complex control systems on a digital computer. The system parameters retain their explicit identity, thus facilitating analysis and design of the system as a function of specific parameter changes.
Pavement Roughness Studies, James H. Havens
Pavement Roughness Studies, James H. Havens
Kentucky Transportation Center Research Report
During 1961, the equivalent of about 800 lane-miles of pavement were tested and analyzed. The largest portion of this mileage was on completed Interstate projects. In November, three pavements selected by the Bureau of Public Roads for serviceability-index ratings (6) were tested; and these are discussed briefly in this report.
Periodic surveillance of the roughness of all of the roads presently listed in Tables 1 and 2 is contemplated. New primary and Interstate construction will be included in the future. Thus, each respective project may be eventually characterized by a history of roughness measurements.
An Evaluation Of Four Retarding Admixtures In Structural Concrete, Milton Evans Jr., Ralph R. Waddle
An Evaluation Of Four Retarding Admixtures In Structural Concrete, Milton Evans Jr., Ralph R. Waddle
Kentucky Transportation Center Research Report
Early in 1960, the Construction Division was becoming quite concerned with the growing problem of obtaining satisfactorily smooth reinforced concrete bridge decks. Increasing areas of new decks were not measuring up to requirements when checked with a straight-edge, and rough-riding surfaces were resulting even after corrective grinding. It appeared that, on large pours, perhaps more time for placing and finishing was needed; this was so particularly on hot, windy days when ambient conditions would cause the concrete to set more rapidly. A proposed method of providing more working time was to use retarding admixtures to slow the setting time of …
Base Stabilization Bryantsville-Beuna Vista Road, Garrard County, Robert C. Deen
Base Stabilization Bryantsville-Beuna Vista Road, Garrard County, Robert C. Deen
Kentucky Transportation Center Research Report
Construction plans for the summer of 1961 called for the placement of a bituminous surface (Class C-1) on Ky. 753 in Garrard County (see Fig. 1). The project extends from US 27 in Bryantsville to Ky. 152 at Beuna Vista, a distance of approximately 2.8 mites. To prepare the roadbed for this bituminous surfacing, personnel of the Maintenance Division placed additional stone on the roadway and stabilized it with calcium chloride. The Research Division was requested to make recommendations as to application rates of the available stone and calcium chloride and to follow the general performance of the project.
Pavement Slipperiness Studies (A Progress Report), James H. Havens, Rolands L. Rizenbergs
Pavement Slipperiness Studies (A Progress Report), James H. Havens, Rolands L. Rizenbergs
Kentucky Transportation Center Research Report
Traction or frictional resistance of tires on clean, dry pavements tends to be fairly high (coefficient of friction of 0.6 to 0.8) and to be independent of the texture of the pavement surface. In contrast, the loss of traction on a wet pavement is due entirely to lubrication effects; and, while wet friction seems to be fairly independent of the identity of the aggregate, it is extremely dependent upon the texture and porosity of the surface. Likewise, the mineralogical and lithological characteristics of the aggregates largely determine the natural texture, i.e., type of wear (coarse or fine) which the aggregate …
Cutback Asphalt Emulsion Primer, Type L, Nelson County, Project Rs Group 38 (1961), J. D. Shackelford
Cutback Asphalt Emulsion Primer, Type L, Nelson County, Project Rs Group 38 (1961), J. D. Shackelford
Kentucky Transportation Center Research Report
Personnel of the Research Division visited the Nelson County project to observe the application and behavior of the cutback asphalt emulsion primer, Type L, on Ky. 733, northeast of Boston. The following remarks concerning this project are submitted for your information.
Second Annual Performance Survey Of Reinforced Concrete Pipe Culverts, Ronald D. Hughes
Second Annual Performance Survey Of Reinforced Concrete Pipe Culverts, Ronald D. Hughes
Kentucky Transportation Center Research Report
A criteria for the design and installation of reinforced concrete pipe culverts was developed by the Bureau of Public Roads in cooperation with the American Concrete Pipe Association and distributed to the various highway agencies in April, 1957, under Circular Memorandum 22-40. This criteria was developed in order to bring together and simplify methods for computing necessary pipe strengths for use under various heights of fill and provide for more effective utilization of reinforced concrete pipe for use as culverts. The memorandum also described various methods for bedding reinforced concrete pipe and outlined procedures for installation of the pipe under …
Evaluation Of Calcium-Chloride Maintained, Traffic-Bound Roads, George R. Laughlin
Evaluation Of Calcium-Chloride Maintained, Traffic-Bound Roads, George R. Laughlin
Kentucky Transportation Center Research Report
Calcium chloride has been used on unpaved road surfaces for over fifty years. Originally, it was used as a dust palliative and later as a stabilizing agent. Observations have shown that traffic-bound roads containing well-graded aggregate and sufficient binder tend to have smooth, stable surfaces. While the binder remains in a damp, cohesive state, the road surface remains in a smooth, compact condition. If the surface becomes dry, dusting and attrition becomes pronounced. Therefore, for a properly constructed traffic-bound base to remain in smooth, stable condition, it is essential that the surface remain damp. Calcium chloride, being a hygroscopic and …
Class I, Type B, Plant-Mix Initial Treatment, Pac-9, Robert L. Florence
Class I, Type B, Plant-Mix Initial Treatment, Pac-9, Robert L. Florence
Kentucky Transportation Center Research Report
Initial surface treatments of so-called traffic-bound macadam rural secondary roads presents a challenging but frustrating problem in the over-all highway program. In many cases, these roads do not merit the expenditures that would be needed to construct the type of pavement desired, yet there is a need for a dust-free, all-weather type of surface for these roads. It may be argued, for instance, that initial surfacing should be deferred until such time that the construction of a proper base and surface would be justified. On the other hand, one might argue that even a light surfacing would be preferred despite …