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Polymer impregnated concrete and polymer concrete overlays
(1980-4)
The feasibility of impregnating bridge decks with methylmethacrylate for protection against freeze-thaw deteriorization and corrosion of the reinforcing steel is reported. Parameters such as monomer system, monomer loading, ...
Cathodic protection for reinforced concrete bridge decks volume II - supplemental report (83-08-1)
(1985-12)
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 ...
Analysis of October 1986 flood in Caney River at U.S. 75 Bartlesville Oklahoma Volume II (FHWA-OK-89-04)
(1988-9)
Hurricane Paine, extending across the Central Plains of the United States, caused
flooding of unprecedented proportions in the Caney River. This storm produced a rainfall
varying from 20 to 30 inches in Oklahoma during ...
Experimental products and equipment for highway construction and maintenance annual report January 1987 (FHWA-OK-87-02) 2700
(1987-1)
This is a l isting pertaining to the status of the research evaluation of
products and equipment which may possibly be used in highway construction
or maintenance by the Oklahoma Department of Transportation.
Products ...
Stabilization of Oklahoma shales field implementation phases
(1984-9)
The improvement of U.S. 77 north of Ponca City, Oklahoma, into a four-lane divided highway involves the use of expansive clay as a subgrade material. To stabilize it, Portland cement, fly ash, lime and their conjunctive ...
Scour around bridge piers in Oklahoma streams final summary report (FHWA-OK-89-09) 2150
(1989-4)
This study consisted of a hydrographic survey and determined maximum scour around the piers at eighteen selected bridges on the Cimarron, Arkansas, and Caney Rivers. The survey was performed soon after the 50- to ...
Evaluation of dynamic compaction in Tulsa, Oklahoma (FHWA-OK-86-3) 2141
(1986-1)
This report describes the installation and monitoring of three test sections
to evaluate dynamic compaction as it was applied as a foundation
treatment for the approach fills of an interchange on the Gilcrease Expressway ...
Evaluation of Oklahoma pavement design procedures phase I - interim report (84-60)
(1984-12)
This report covers collection of pavement conditions and other pertinent
performance data for 6 representative pavement sites that have failed prematurely
and 2 sites which have performed as intended. Interviews of Oklahoma ...
Solar energy heating of asphalt to 200 F in storage tanks - final report
(1980-9)
A high-temperature (185 - 225°F) asphalt storage system has been designed and constructed at Perry, Oklahoma. This report documents the design process, construction procedures, and evaluates data gathered to date. The ...
Fly ash concrete final report - a study of the reaction products using x-ray diffraction and SEM (82-01-2)
(1984-8)
The setting and strength gaining process of P.C. concrete
containing Class c high calcium fly ash were related to
the reaction products which were identified using X-ray
diffraction and scanning electron microscopy ( ...