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Creep Compliance and Percent Recovery of Oklahoma Certified Binders Using the Multiple Stress Creep Recovery (MSCR) Method
(Oklahoma City, OK : Oklahoma Department of Transportation, 2015., 2015-04)
A laboratory study was conducted to develop guidelines for the Multiple Stress Creep Recovery (MSCR) test method for local conditions prevailing in Oklahoma. The study consisted of commonly used binders in Oklahoma, namely ...
Depressed transverse cracks in asphalt pavements in Oklahoma (FHWA-OK-92-1) 2166
(1991-7)
Transverse cracking of asphalt pavements is a costly pavement distress occurring in states that experience cold/freezing temperatures during the winter months. The cracks are caused by low temperature-induced tensile ...
Terminal end joints in continuously reinforced concrete pavement (FHWA-OK-91-01)
(1991-3)
During the past 20 years, the Oklahoma Department of Transportation (ODOT) has constructed over 450 lane miles of Continuously Reinforced Concrete Pavement (CRCP) on its interstate and U.S. highway system. Throughout that ...
Evaluation of bituminous mixes in pavement structures interim report III - A preliminary study of the use of the stiffness concept in minimizing
(Mar-76)
Transverse cracking in flexible highway pavements is considered to be a serious and extensive problem by the asphalt paving technologist. There is a wide adreement that these cracks are caused primarily by the thermal ...
The development of a portable steel reinforcing bar detection device for concrete bridge decks - second quarterly report
(1977-4)
During the last quarter a variety of steel reinforcing bar (rebar) detection schemes were studied so that an optimum sensing device could be selected. It was found that magnetic techniques were superior to infrared, ...
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 ...
Use of asphalt millings in subbase applications
(April, 199)
Asphalt Concrete (AC) pavements, after a certain period of their service life, exhibit various types of deterioration and damage.
To remedy these problems and to increase road safety, they are often overlaid with a new ...
Field performance evaluation of self-levelling sealants Dow-Corning 888-SL and 890-SL (FHWA-OK-95) 2700
(1995-4)
The Oklahoma Department of Transportation (ODOT) has recently completed a field performance evaluation of Dow-Corning' s (DC) self- levelling sealants 888-SL and 890-SL. The evaluation was conducted on three new construction ...
I-35 PAVEMENT INSTRUMENTATION PHASE II FINAL REPORT (FHWA-OK-09-04)
(2009-12)
This report documents work conducted by the National Center of Asphalt Technology (NCAT) in support of the University of Oklahoma’s (OU) research efforts on a live pavement test site in Purcell, Oklahoma. Technical ...
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 ...