Search
Now showing items 251-260 of 372
Revibration of concrete for bridge decks - final report
This Final Report contains the results of a study of the potential benefits of surface revibration on bridge deck concrete subiected to a wide variety of crack inducing conditions, among which are the effects of weather ...
Sealing cracks in flexible pavements final report - field and laboratory evaluation of crack sealants
(1981-12)
This study is the terminal portion of a three phase research project entitled "Sealing Cracks in Flexible Pavements." The project was initiated in response to a request from the Research Division of the Oklahoma Department ...
Intelligent Transportation Systems (ITS) Opportunities for Oklahoma (FHWA-OK-01(02) 2154)
(2001-1)
The U.S. Department of Transportation, through the Transportation Equity Act for the 21 st Century (TEA-21), and its predecessor, the Intermodal Surface Transportation Efficiency Act (!STEA), have encouraged research, ...
Part II - database to final report for Oklahoma Department of Transportation dispersive soils
(May, 2000)
Oklahoma Department of Transportation (ODOT) personnel have problems associated with dispersive soils during road construction and maintenance in several areas of the state (Fig 1.). Rills, pipes, and erosion of roadwyas, ...
STAINLESS STEEL REINFORCEMENT AS A REPLACEMENT FOR EPOXY COATED STEEL IN BRIDGE DECKS (FHWA-OK-13-08 2231)
(2013-8)
The corrosion resistance of 2304 stainless steel reinforcement and stainless steel clad reinforcement was compared to conventional and epoxy-coated reinforcement (ECR). 2304 stainless steel was tested in both the as-received ...
Roadside vegetation management final report for the period December 1991 to September 1996 (FHWA-ODOT-96-05) 2187
(1996-9)
The infonnation contained within this report addresses: (1) Research - involving the use of experimental, newly labeled and traditionally available herbicides in combination with mowing for roadside vegetation management; ...
Interpretation of In Situ Tests as Affected by Soil Suction / Gerald A. Miller, Rodney W. Collins, Kanthasamy K. Muraleetharan, Amy B. Cerato, Roy Doumet.
(Oklahoma City, OK : Oklahoma Department of Transportation, 2015., 2015-12)
In situ testing of soil with invasive methods such as the Cone Penetration Test (CPT) are increasingly used in geotechnical engineering practice. However, there has been very little work to develop methods for interpreting ...
Slope stability of certain selected colluvial soils
(1977-6)
The objective of this study is to characterize natural clayey colluvial soils that occur in eastern Oklahoma. Three study sites were selected in areas of known landslides. Piezometers and permeability bore holes were placed ...
Shrink and swell of excavated earth materials (FHWA-OK-83-01) 236
(1983-1)
This study is an attempt to determine from laboratory tests the shrink or swell characteristics o f excavated pedological soils. Twenty-six benchmark soils o f various particle size classes were selected for study. It was ...
Ultrapave
(Constructi)