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Now showing items 51-60 of 372
3D LASER IMAGING FOR ODOT INTERSTATE NETWORK AT TRUE 1-MM RESOLUTION
(2014-12)
With the development of 3D laser imaging technology, the latest iteration of PaveVision3D Ultra can obtain true 1mm resolution 3D data at full-lane coverage in all three directions at highway speed up to 60MPH. This project ...
Field performance evaluation of NOVOPHALT modified asphalt concrete
(1993-6)
In 1992, a research project was set up to evaluate the field performance of Novophalt Modified Asphalt Cement (NMAC). The IM-35-3(223)130 project area (I-35 between Northeast 23rd and 63rd, in Oklahoma City) made up the ...
Cathodic protection for reinforced concrete bridge decks (83-08-1)
(1983-1)
The Oklahoma Department of Transportation contracted
the installation of two cathodic protection systems as part
of the Federal Highway Administration's Demonstration
Project No. 34, "Cathodic Protection for Reinforced ...
REVIEW OF LABORATORY EXPERIMENTS AND COMPUTER MODELS FOR BROKEN-BOX CULVERTS (FHWA-OK-07-12 2193)
(2008-3)
The purpose of this research is to analyze the flowline data and relate it to the degradation of the river bed at bridge locations in the river. This information may then be used to replace or rehabilitate those bridges ...
Feasibility evaluation of the implementation of concrete polymers for bridge deck applications - progress report
(1977-1)
This report summarizes the work done on the project to date. The work has been divided into three phases: polymer concrete (use of polymer aggregate with no portland cement), polymer impregnated concrete, and a literature ...
Breaking and seating - final report
(1995-10)
A preliminary investigation of lJS 169 in Nowata county was completed in June 1988. The 9.9 km (6.2 mi) section of two-lane roadway is located 8.0 km (5.0 mi) north of the city of Nowata. The majority of the 4.5 m ( 15.0 ...
Evaluation of oklahoma pavement design procedures - final report (84-60)
(1985-4)
This report covers the results of Phases II and lII of the research project. Based upon
the findings of this study, recornmendations were made for possible improvement of
the currently used design and management procedures. ...
Dense graded rubber mixtures and chemkrete (81-09-1)
(1984-1)
This report discusses the application of three ground
rubber additives and a chemical additive as ingredients in
dense graded asphalt concrete (AC) overlays. A two inch layer
of Type C dense graded AC vith fabric reinforcement ...
Development of alternative high friction surfaces for Oklahoma / Michael Heitzman, Michael Vrtis.
(Oklahoma City, OK : Oklahoma Department of Transportation, 2016., 2015-12)
Research work described in this report was undertaken to improve understanding of desiccation cracking and shallow slope failures in clayey slopes subjected to seasonal variations in weather. Research involved field and ...