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Articles 74191 - 74220 of 74978
Full-Text Articles in Engineering
Test 490: John Deere Model 60 (All Fuel), Nebraska Tractor Test Lab
Test 490: John Deere Model 60 (All Fuel), Nebraska Tractor Test Lab
Nebraska Tractor Tests
This report and any related files are made available to the online through the Lester F. Larsen Tractor Test and Power Museum as resources allow. Established in 1998, this museum is located on the University of Nebraska-Lincoln East Campus. It is and appropriately housed within the walls of the historic 1920 Nebraska Tractor Test Laboratory, where the first tractor test was started on March 31st, 1920. Because the pioneer tests became worldwide standards, this location was designated as a Historic Landmark of Agricultural Engineering by the American Society of Agricultural Engineers in 1980, shortly after testing was moved to a …
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 …
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.
Test 514: John Deere 70 Lpg, Nebraska Tractor Test Lab
Test 514: John Deere 70 Lpg, Nebraska Tractor Test Lab
Nebraska Tractor Tests
EXPLANATION OF TEST REPORT: John Deere 70 LPG TEST A: The manufacturer's representative operates the tractor for a minimum of 12 hours using light to heavy drawbar loads in each gear. This serves as a period for limber up, general observation and adjustments. Adjustments that are permissible include valve tappet clearance, breaker ,point gap, spark plug gaps, clutch and others of a similar nature. No new parts or accessories can be installed without having mention made of it in the report. No data' are recorded during this preliminary run except the time that the engine is operated. BELT HORSEPOWER TESTS …
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 …
Summary Of Major Events And Problems, Intelligence, Security, And Safety Office, Office Of The Chief Of Ordnance, Department Of The Army, 1 January - 30 June 1953, Robert Bolin , Depositor
Summary Of Major Events And Problems, Intelligence, Security, And Safety Office, Office Of The Chief Of Ordnance, Department Of The Army, 1 January - 30 June 1953, Robert Bolin , Depositor
United States Department of Defense Military Intelligence
This is a digital version of a portion of a report. As the name indicates the Intelligence, Security, and Safety Office (IS&S) had diverse responsibilities within the Office of the Chief of Ordnance (OCO). That report is in the National Archives, Record Group 156: “Records of the Office of the Chief of Ordnance …Histories of Staff and Operating Offices and Divisions of the Chief of Ordnance, 1946-1954, IS&S Office, July 195 thru June 1953,” Box C 8.
In the early 1990s, Robert Bolin copied the section of the report related to the Intelligence Branch within IS&S. This document is a …
History Of The Intelligence, Security, And Safety Office: Office Of The Chief Of Ordnance, 1 July 1951 - June 1953, Robert Bolin , Depositor
History Of The Intelligence, Security, And Safety Office: Office Of The Chief Of Ordnance, 1 July 1951 - June 1953, Robert Bolin , Depositor
United States Department of Defense Military Intelligence
This is a digital version of portions of four semiannual reports. The Intelligence, Security, and Safety Office had diverse responsibilities within the Office of the Chief of Ordnance within the Department of the Army. Those reports are in the National Archives, “Record Group 156: Records of the Office of the Chief of Ordnance…Histories of Staff and Operating offices and divisions of the Chief of Ordnance, 1946-1954, IS&S Office, “ Box C 8.
In the early 1990s, Robert Bolin copied the sections of those reports related to the Intelligence Branch within the Intelligence, Security, and Safety Office. This document is a …
Test 490: John Deere 60 All-Fuel, Nebraska Tractor Test Lab
Test 490: John Deere 60 All-Fuel, Nebraska Tractor Test Lab
Nebraska Tractor Tests
EXPLANATION OF TEST REPORT: John Deere John Deere 60 All-Fuel
TEST A: The manufacturer's representative operates the tractor for a minimum of 12 hours using light to heavy drawbar loads in each gear.
This serves as a period for limber up, general observation and adjustments. Adjustments that are permissible include valve tappet clearance, breaker ,point gap, spark plug gaps, clutch and others of a similar nature. No new parts or accessories can be installed without having mention made of it in the report. No data' are recorded during this preliminary run except the time that the engine is operated.
BELT …
Parts Catalogue: Case Va, Nebraska Tractor Test Lab
Parts Catalogue: Case Va, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Parts Catalogue: Case Vai, Nebraska Tractor Test Lab
Parts Catalogue: Case Vai, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Advertising Brochure: Case Si, Nebraska Tractor Test Lab
Advertising Brochure: Case Si, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Test 513: John Deere 60 Lpg, Nebraska Tractor Test Lab
Test 513: John Deere 60 Lpg, Nebraska Tractor Test Lab
Nebraska Tractor Tests
EXPLANATION OF TEST REPORT: John Deere 60 LPG TEST A: The manufacturer's representative operates the tractor for a minimum of 12 hours using light to heavy drawbar loads in each gear. This serves as a period for limber up, general observation and adjustments. Adjustments that are permissible include valve tappet clearance, breaker ,point gap, spark plug gaps, clutch and others of a similar nature. No new parts or accessories can be installed without having mention made of it in the report. No data' are recorded during this preliminary run except the time that the engine is operated. BELT HORSEPOWER TESTS …
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 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 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 …
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.
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 …
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.
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 …
Test 489: Oliver Oc-18, Nebraska Tractor Test Lab
Test 489: Oliver Oc-18, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Test 487: Cockshutt 50*, Nebraska Tractor Test Lab
Test 487: Cockshutt 50*, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Test 488: Cockshutt Model 50, Nebraska Tractor Test Lab
Test 488: Cockshutt Model 50, Nebraska Tractor Test Lab
Nebraska Tractor Tests
This report and any related files are made available to the online through the Lester F. Larsen Tractor Test and Power Museum as resources allow. Established in 1998, this museum is located on the University of Nebraska-Lincoln East Campus. It is and appropriately housed within the walls of the historic 1920 Nebraska Tractor Test Laboratory, where the first tractor test was started on March 31st, 1920. Because the pioneer tests became worldwide standards, this location was designated as a Historic Landmark of Agricultural Engineering by the American Society of Agricultural Engineers in 1980, shortly after testing was moved to a …
Test 486: John Deere 50, Nebraska Tractor Test Lab
Test 486: John Deere 50, Nebraska Tractor Test Lab
Nebraska Tractor Tests
EXPLANATION OF TEST REPORT: John Deere 50 TEST A: The manufacturer's representative operates the tractor for a minimum of 12 hours using light to heavy drawbar loads in each gear. This serves as a period for limber up, general observation and adjustments. Adjustments that are permissible include valve tappet clearance, breaker ,point gap, spark plug gaps, clutch and others of a similar nature. No new parts or accessories can be installed without having mention made of it in the report. No data' are recorded during this preliminary run except the time that the engine is operated. BELT HORSEPOWER TESTS TEST …
Test 485: Mccormick Super W-6 Lpg, Nebraska Tractor Test Lab
Test 485: Mccormick Super W-6 Lpg, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Test 484: Mccormick Farmall Super M Lpg, Nebraska Tractor Test Lab
Test 484: Mccormick Farmall Super M Lpg, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Test 483: Economy Special, Nebraska Tractor Test Lab
Test 483: Economy Special, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Test 482: Case La, Nebraska Tractor Test Lab
Test 482: Case La, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Test 481: Case La, Nebraska Tractor Test Lab
Test 481: Case La, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.
Test 480: Case La, Nebraska Tractor Test Lab
Test 480: Case La, Nebraska Tractor Test Lab
Nebraska Tractor Tests
No abstract provided.