Engineering Commons^™

A Survey Of Acidity In Drainage Waters And The Condition Of Highway Drainage Installations, James H. Havens, James L. Young Jr., Harvey J. Field Jr.

Kentucky Transportation Center Research Report

Every creek gulley and raw interrupted by roadway fills and embankments must be provided with an adequate drainage conduit under the pavement. If the natural drainage is impeded or the conduit is not functioning properly, impounded water over-runs the pavement, seeps through the fill, and eventually disintegrates the section or reduces its stability. The topography in Kentucky, through varied sectionally, requires on the average, one cross-drain for every thousand feet of roadway. Obviously, these drainage structures are of considerable economic importance in the highway program, not only from the standpoint of initial construction costs, but also from consideration of the …

Measurement Of Surface Irregularities And Riding Qualities Of High Type Bituminous Pavements, Harvey J. Field Jr.

Kentucky Transportation Center Research Report

Studies of riding qualities as determined by irregularities in high type bituminous pavements were first treated in Report No. 1 on this subject in December, 1949. At that time interest was centered as much on specifications as on the causes, the thought being that specifications did not provide satisfactory tolerances to produce surfaces with good riding qualities. Specifically, tolerances over relatively short distances longitudinally were though to be at fault.

It was found early in that work that variations in the lateral direction were causing considerable roughness but since longitudinal variations were being studied primarily, no actual measurements were made …

B.P.R. Project On Correlation Of Truck Traffic And Pavement Conditions, Kentucky Highway Materials Research Laboratory

Kentucky Transportation Center Research Report

Locations for the Test Sections within the Control Sections and as close as possible to the Loadometer Stations established by the Division of Planning have been selected and are described in this report. With but one or two exceptions, there is reasonable certainty that these sections of pavement can be kept in service without major changes for a period of five years. However, there are repairs that should be made on the pavements in two of the sections in order to prevent rapid deterioration that is likely to occur if these are not corrected at the beginning of the study.

Problems Of The District Engineer — Technical And Otherwise, B. T. Moynahan

Kentucky's Annual Forum on Transportation

No abstract provided.

Traffic Control, W. P. Ringo

Kentucky's Annual Forum on Transportation

No abstract provided.

Effect Of Surface Irregularities On The Riding Qualities Of High Type Pavements, Harvey J. Field Jr.

Kentucky's Annual Forum on Transportation

No abstract provided.

Road Side Improvement, N. R. Elliott

Kentucky's Annual Forum on Transportation

No abstract provided.

Economics In Erection Of Long Span Continuous Bridges, Harry A. Balke

Kentucky's Annual Forum on Transportation

No abstract provided.

Toll Facilities In The Highway Program, Craig P. Hazelet

Kentucky's Annual Forum on Transportation

No abstract provided.

Low Cost Bridges For Secondary Roads, G. Wood Smith

Kentucky's Annual Forum on Transportation

No abstract provided.

Interpretation Of Plans And Specifications, J. A. Bitterman, M. F. Johnson, A. O. Neiser, C. B. Owens, W. S. Todd, G. L. Logan

Kentucky's Annual Forum on Transportation

No abstract provided.

"Experience In Activating A Master County Road System", E. C. Rogers

Kentucky's Annual Forum on Transportation

No abstract provided.

Some Aspects Of Atomic Energy, W. S. Webb

Kentucky's Annual Forum on Transportation

No abstract provided.

Kentucky's Rural Highway Program, Emerson Beauchamp

Kentucky's Annual Forum on Transportation

No abstract provided.

"Responsibility Of The Engineer In The Field", John A. Keck

Kentucky's Annual Forum on Transportation

No abstract provided.

Municipal Problems, N. W. Neel

Kentucky's Annual Forum on Transportation

No abstract provided.

State, County, And Municipal Roads In A Balanced Highway System, W. P. Curlin

Kentucky's Annual Forum on Transportation

No abstract provided.

Address [1950], Robert B. Brooks

Kentucky's Annual Forum on Transportation

No abstract provided.

Each County Needs A Qualified County Road Engineer, Brady Stewart

Kentucky's Annual Forum on Transportation

No abstract provided.

"Balancing Expenditure For Grading, Draining And Surfacing", L. C. Pendley

Kentucky's Annual Forum on Transportation

No abstract provided.

"The Importance Of Adequate Right Of Way For Rural Road Improvement", R. D. Thompson

Kentucky's Annual Forum on Transportation

No abstract provided.

Welcoming Address [1950], Leo M. Chamberlain

Kentucky's Annual Forum on Transportation

No abstract provided.

Acknowledgement [1950], Kentucky Transportation Center

Kentucky's Annual Forum on Transportation

No abstract provided.

Supplemental Report On Unit Weight Of Aggregates, S. T. Collier

Kentucky Transportation Center Research Report

No abstract provided.

An Installation Of An Experimental Joint For Concrete Pavements, Harvey J. Field Jr.

Kentucky Transportation Center Research Report

The experimental joint described in this paper involves the use of a new type load transfer set-up which was developed by the Oxford Manufacturing Company, Oxford, Indiana, and produced by the Reynolds Metals Company. The producers designed this apparatus on the assumption that the present joints used in concrete pavement construction are not adequate. For example, from the standpoint of load bearing, the dowel bars which theoretically carry the load from one slab to the other are not sufficient in that the very shape of the bars (circular) allows only a limited bearing surface. In order to eliminate the rusting …

Determination Of Unit Weights Of Aggregates In The Laboratory And At The Source, S. T. Collier

Kentucky Transportation Center Research Report

As a result of meetings with producers, a committee of Highway Department engineers recommended that a study be made of various type of aggregates from statewide sources; the objective being to arrive at a standard of evaluating unit weight of aggregates of various but commonly recognized characteristics. It was further desired that a factor be determined which could be applied to a given aggregate for computing its unit weight with reasonable accuracy; taking cognizance of specific gravities and densities as influenced by particle shapes and gradation.

Prefabricated Neoprene Joint Sealer, A. C. Peed Jr.

Kentucky Transportation Center Research Report

On November 18, 1948, the assembly of joints with prefabricated neoprene sealers was demonstrated by representative of the Lastite Joint Company, 105 W. Madison Street, Chicago 2, Illinois, on the construction project on U.S. 27, about 5 miles south of Alexandria. Installation was not possible at that time due to the fact that the contract was temporarily without cement.

Installation was made on November 30, 1948, under the supervision of a representative of the company. This installation was not completely satisfactory due to the inexperience of the paving crew with this type of joint. The joint at Station 622÷22 was …

Measurement Of Surface Irregularities And Riding Qualities Of High Bituminous Pavements, Harvey J. Field Jr.

Kentucky Transportation Center Research Report

This report covers work completed up to the present time on the measurement of irregularities affecting the riding qualities of high type bituminous Pavements. The largest portion of this study was devoted to new construction involving Class I, Plant Mix Bituminous Concrete pavements although other roads were studied on the same basis for comparison purposes.

The purpose of the project was to evaluate the roughness characteristics of high type bituminous pavements by measuring the surface irregularities and interpreting them in terms of existing specifications. In evaluating these pavement irregularities two methods were used; one with which the surface was actually …

Some Chemical, Physical And Mineralogical Features Of Soil Colloids, James H. Havens, James L. Young Jr., William B. Drake

Kentucky Transportation Center Research Report

The -1 micron portion of several diversified soils were separated by sedimentary fractionation. Physical properties were evaluated on the -1 micron portion, the +1 micron portion, and on the original -40 sample. The -1 micron portion was analyzed for clay mineral identity by X-ray diffraction, and analyzed chemically for associated materials such as the oxides of Iron, Aluminum, Calcium, and lv!agneeium.

These data present several possibilities and trends as to the inter-dependency of the involved variables, other considerations have been devoted to the geologic origin of several samples and to various physico-chemical relationships.

Concrete Pavement Without Transverse Joints, William B. Drake

Kentucky Transportation Center Research Report

This is a report of observations and operations pertaining to a concrete pavement without the usual transverse joints constructed during the summer of 1949.

The project which is on U. S, 31-W is designated as Simpson County, FI-239 (4), and runs from Station 9+11 at the Tennessee State Line to Station 311+40 at the city limits of Franklin (See Fig. 1 for layout). It consists of a 22-foot concrete pavement underlain by 1-1/2-inches of compacted crushed limestone (Size No. 10) for insulation and leveling. The slabs are of air-entrained concrete made with the agent interground in the cement, There is …