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Articles 192211 - 192240 of 196045
Full-Text Articles in Engineering
Test 739: Case 940 (Lpg), Nebraska Tractor Test Lab
Test 739: Case 940 (Lpg), Nebraska Tractor Test Lab
Nebraska Tractor Tests
EXPLANATION OF TEST REPORT GENERAL CONDITIONS East tractor is a production model equipped for common usage. Power consuming accessories can be disconnected only when it is convenient for the operator to do so in practice. Additional weight can be added as ballast if the manufacturer regularly supplies it for sale. The static tire loads and the inflation pressures muse conform to recommendations in the Tire Standards published by the Society of Automotive Engineers. PREPARATION FOR PERFORMANCE RUNS The engine crank case is drained and refilled with a measured amount of new oil conforming to specifications in the operator’s manual. The …
Da Pamphlet 30-50-2, Handbook On The Satellite Armies, 1 April 1960, Robert Bolin , Depositor
Da Pamphlet 30-50-2, Handbook On The Satellite Armies, 1 April 1960, Robert Bolin , Depositor
United States Department of Defense Military Intelligence
This manual contains detailed descriptions of the armed forces of Albania, Bulgaria, Czechoslovakia, East Germany, and Hungary. It covers the military system, organization field forces, militarized security forces, weapons, equipment, uniforms, and military terms in each country. Outline maps of the countries, photographs of weapons, and colored illustrations of insignia, uniforms, and medals are included.
Test 735: David Brown 850 (Gasoline), Nebraska Tractor Test Lab
Test 735: David Brown 850 (Gasoline), Nebraska Tractor Test Lab
Nebraska Tractor Tests
EXPLANATION OF TEST REPORT GENERAL CONDITIONS East tractor is a production model equipped for common usage. Power consuming accessories can be disconnected only when it is convenient for the operator to do so in practice. Additional weight can be added as ballast if the manufacturer regularly supplies it for sale. The static tire loads and the inflation pressures muse conform to recommendations in the Tire Standards published by the Society of Automotive Engineers. PREPARATION FOR PERFORMANCE RUNS The engine crank case is drained and refilled with a measured amount of new oil conforming to specifications in the operator’s manual. The …
Dust Control On Unpaved Roads - A Review Of Literature, D. G. Shurig
Dust Control On Unpaved Roads - A Review Of Literature, D. G. Shurig
Indiana Local Technical Assistance Program (LTAP) Publications
This review summarizes literature on available materials, their application, costs and relative effectiveness for laying road dust. The review was authorized by the HERPIC Board on August 27, 1959 for the purpose of assisting officials in controlling road dust on county roads.
Precast-Prestressed Concrete I-Beam Bridges, Paul H. Kaar, Alan H. Mattock
Precast-Prestressed Concrete I-Beam Bridges, Paul H. Kaar, Alan H. Mattock
Kentucky's Annual Forum on Transportation
No abstract provided.
Highway Impact Research: Origins, Aims, Directions, Robert H. Stroup, Eugene C. Holshouser, Louis Varga
Highway Impact Research: Origins, Aims, Directions, Robert H. Stroup, Eugene C. Holshouser, Louis Varga
Kentucky's Annual Forum on Transportation
No abstract provided.
"Kentucky's Bituminous Pavement Research On Modified Coal Tar", W. B. Drake
"Kentucky's Bituminous Pavement Research On Modified Coal Tar", W. B. Drake
Kentucky's Annual Forum on Transportation
No abstract provided.
"Asphalt Mix Designs", John M. Griffith, B. F. Kallos
"Asphalt Mix Designs", John M. Griffith, B. F. Kallos
Kentucky's Annual Forum on Transportation
No abstract provided.
"Signals And Lighting", Grover C. Ethington
"Signals And Lighting", Grover C. Ethington
Kentucky's Annual Forum on Transportation
No abstract provided.
"Channelization", W. G. Galloway
"Channelization", W. G. Galloway
Kentucky's Annual Forum on Transportation
No abstract provided.
"Traffic Patterns", K. B. Johns
"Traffic Patterns", K. B. Johns
Kentucky's Annual Forum on Transportation
No abstract provided.
"Findings And Recommendations Of The Sagamore Conference On Urban Highway Development", Alan M. Voorhees
"Findings And Recommendations Of The Sagamore Conference On Urban Highway Development", Alan M. Voorhees
Kentucky's Annual Forum on Transportation
No abstract provided.
"Design And Construction Coordinated With Electronic Computation", W. B. Carrington
"Design And Construction Coordinated With Electronic Computation", W. B. Carrington
Kentucky's Annual Forum on Transportation
No abstract provided.
"Construction Practices For Bridge Decks", Austin Griffith
"Construction Practices For Bridge Decks", Austin Griffith
Kentucky's Annual Forum on Transportation
No abstract provided.
"Maintenance Policy And Practices Of The Bureau Of Public Roads", Harold G. Tipton
"Maintenance Policy And Practices Of The Bureau Of Public Roads", Harold G. Tipton
Kentucky's Annual Forum on Transportation
No abstract provided.
"Problems In Highway Bridge Design, Fabrication And Erection", E. L. Durkee
"Problems In Highway Bridge Design, Fabrication And Erection", E. L. Durkee
Kentucky's Annual Forum on Transportation
No abstract provided.
"Methods For Selecting Roads For The Rural Secondary Program", L. A. Whitmer
"Methods For Selecting Roads For The Rural Secondary Program", L. A. Whitmer
Kentucky's Annual Forum on Transportation
No abstract provided.
"The Relation Of Rural Highways And Rural Secondary Highways To The County Road Program", James T. Sabel
"The Relation Of Rural Highways And Rural Secondary Highways To The County Road Program", James T. Sabel
Kentucky's Annual Forum on Transportation
No abstract provided.
Address [1960], Bert T. Combs
Address [1960], Bert T. Combs
Kentucky's Annual Forum on Transportation
No abstract provided.
"Highways And People", Ellis L. Armstrong
"Highways And People", Ellis L. Armstrong
Kentucky's Annual Forum on Transportation
No abstract provided.
Kentucky Highway Conference Program [1960], Kentucky Transportation Center
Kentucky Highway Conference Program [1960], Kentucky Transportation Center
Kentucky's Annual Forum on Transportation
No abstract provided.
Proposed Specification For Bridge Paints, James H. Havens
Proposed Specification For Bridge Paints, James H. Havens
Kentucky Transportation Center Research Report
On July 30, 1958, two proposed bridge paint system specifications were submitted by this Division for Department consideration. Since that time, there have been several discussion sessions between various paint industry, representatives, members of the Department Specifications Committee, and J. H. Havens, Assistant Director of Research. Mr. Havens has been requested by the Specifications Committee to re-write one of the specifications, BASIC LEAD SILICO-CHROMATE, OIL-ALKYD PAINT SYSTEMS FOR IRON AND STEEL STRUCTURES (BRIDGES), and to prepare an additional specification covering, PHENOLIC RESIN PENETRATING LIQUID PAINT SYSTEM FOR IRON AND STEEL STRUCTURES (BRIDGES).
Autoclave Leaching Of Montana Chromite, Leonard S. Greely
Autoclave Leaching Of Montana Chromite, Leonard S. Greely
Bachelors Theses and Reports, 1928 - 1970
The purpose of this investigation was to determine the feasibility of caustic autoclaving of Montana chromite in order to recover the chromium in a relatively pure solution of sodium chromate.
Bituminous Concrete Pavement Surface Damage From Soil Action, James H. Havens
Bituminous Concrete Pavement Surface Damage From Soil Action, James H. Havens
Kentucky Transportation Center Research Report
During the last week of August, Mr. J. S. Riley, Supervisory Construction Engineer, Area D, called our attention to a unique problem which arose during the final dressing of the most recent extension of the New Circle Road in Fayette County. Because of the uniqueness of the situation, the memo is intended to be a record of the phenomenon observed and a report of our investigation and analysis of the circumstances related thereto.
Rockcastle (Pottsville) Conglomerate Sand Evaluation In Portland Cement Concrete, Milton Evans Jr.
Rockcastle (Pottsville) Conglomerate Sand Evaluation In Portland Cement Concrete, Milton Evans Jr.
Kentucky Transportation Center Research Report
In order to analyze the concrete making properties of a processed Pottsville Conglomerate Sand from Rockcastle County, Kentucky, several batches of portland cement concrete were made. Standard mixing control, strength, and durability tests as well as a short cut test to detect excessive expansion during curing were performed on the concrete. Control specimens were made utilizing an Ohio River Sand, typical for this area, as the fine aggregate. This sand which was acceptable by Kentucky Highway Department Specifications was produced by the Nugent Sand Company of Louisville, Kentucky. The sand was submitted for evaluation in this manner by the State …
Cold-Weather Concreting, Milton Evans Jr.
Cold-Weather Concreting, Milton Evans Jr.
Kentucky Transportation Center Research Report
In order to successfully place concrete in cold weather, certain established requirements must be met. The concrete must not be allowed to freeze, it must not be overheated by artificial means in an attempt to protect it from the cold, and proper curing conditions must be maintained during the period of protection to insure sufficient moisture for the cement to hydrate. Generally, temperatures of not less than 50°F and not more than 90°F are satisfactory. These temperatures must be maintained long enough for the concrete to develop sufficient strength to withstand freezing temperatures and to support the loads. Generally, concretes …
Camber Design Study For Concrete Pipe Culverts, Aubrey D. May
Camber Design Study For Concrete Pipe Culverts, Aubrey D. May
Kentucky Transportation Center Research Report
When a pipe culvert is constructed on or near the natural ground surface and covered by a highway fill or embankment, the weight of the embankment compresses and consolidates the foundation soil, settlement occurs, and the culvert subsides or sags below the original line as illustrated in Fig. 1. The amount of settlement depends, of course, upon the fill height or load, the depth of foundation soil, and the susceptibility of the foundation soil to consolidation. In addition, and toward the toes of the embankment, the structure may tend to lengthen. It may lengthen slightly, however, simply because the distance …
Interim Status Of Tire Service Life Study, William B. Drake
Interim Status Of Tire Service Life Study, William B. Drake
Kentucky Transportation Center Research Report
The service life of selected, most commonly used tire sizes installed on Highway Department trucks and sedans will be evaluated. Major manufacturers and other manufacturers (later defined) products will be studied to determine average service life. One half or four highway districts (1, 2, 7 and 8) will be involved in the project and the trucks used will be selected or assigned at random in these districts (The sedans used in the study will be Central Office pool vehicles). A progress record for each tire and use record for each vehicle with regular report or measurement times to be specified …
Limestone Fine Aggregate In Portland Cement Concrete, George R. Laughlin
Limestone Fine Aggregate In Portland Cement Concrete, George R. Laughlin
Kentucky Transportation Center Research Report
Limestone is classified as a carbonaceous sedimentary rock. In general, the term is applied only to those rocks in which the carbonate fraction exceeds the non-carbonate fraction. The carbonate may be calcite and/or dolomite. In addition to the primary constituents, there are contaminating minerals such as quartz, clay minerals, chalcedony (chert and flint), pyrite, feldspars and organic matter. The clay minerals are probably the most deleterious contaminates in carbonate rock.
Investigation Of Concrete Pavement, Us 60 Between Versailles And Frankfort, William B. Drake
Investigation Of Concrete Pavement, Us 60 Between Versailles And Frankfort, William B. Drake
Kentucky Transportation Center Research Report
A preliminary examination was made of the subject pavement on November 2, 1959, by James H. Havens and the writer, of the Research Division, and J. S. Riley, Construction Division. The discover of deleterious matter in the pavement was the major reason for the inspection. Foreign objects could be found imbedded in the concrete pavement throughout the project. However, there were a great many more in two sections, each about one quarter of a mile long, than on the rest of the project. The objects observed were wood, cloth, metal and soil. However, there was decided prevalence of soil. The …