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Sealing cracks in flexible pavements interim report II - crack dynamics field study
(1979-5)
The first interim report on Project 77-02-3. "Sealing Cracks in Flexible Pavements", was submitted to the Oklahoma Department of Transportation (ODOT) in February, 1977 (1). This report contained a review of literature on ...
Scour around bridge piers in Oklahoma streams (FHWA-87-2) 2150
(1987-3)
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 I ...
Subgrade moisture variations interim report IX Effectiveness of existing highway designs
(1970-5)
The purpose of this study was to determine which existing Oklahoma highway designs give acceptable performance and why/how they resist the effects of subgrade moisture variations. After a review of pertinent factors to be ...
Channel-Bed Degradation in Major Oklahoma Streams Arkansas River Part II of V (FHWA-07-06 2191)
(2007-12)
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 ...
CREATION OF AN ODOT SPECIFICATION FOR PATCHING OR OVERLAY OF BRIDGE DECKS (FHWA-OK-08-09 2184)
(2009-9)
Bridge deck cracking is a huge problem in the United States, and various agencies have sponsored research endeavoring to determine the underlying problems. A number of causes have been identified, including thermal movement, ...
REAL TIME MONITORING OF SLOPE STABILITY IN EASTERN OKLAHOMA
(2014-1)
There were three primary objectives of the proposed research. The first was to establish a comprehensive landslide database, the second was to create a first- cut regional landslide map and the third was to relate safe and ...
EVALUATION OF ULTRA-HIGH PERFORMANCE CONCRETE FOR USE IN BRIDGE CONNECTIONS AND REPAIR (FHWA-OK-21-03)
(2020-02)
The project described in this report evaluated available proprietary ultra-high performance concrete (UHPC) materials and
UHPC mix designs made with local materials for applicability to bridge joint installation and ...
Evaluation of causes of excessive settlements of pavements behind bridge abutments and their remedies - phase I progress report no. 1 (84-12-2)
(1986-1)
Bridge approach settlement problem is quite extensive in the
U.S.A. This problem has been investigated since early 1960s, but
no satisfactory solution has been achieved. A comprehensive
literature search has been carried ...
ENERGY DISSIPATION IN TWELVE-FOOT BROKEN-BACK CULVERTS USING LABORATORY MODELS (FHWA-OK-13-07)
(2013-9)
This report represents Phase IV of broken-back culverts with a drop of 12 feet. The first phase of this research was performed with a drop of 24 feet, the second phase of this research was carried with for a drop of 6 feet, ...
Evaluation of coatings applied over corroded structural steel surfaces (FHWA-OK-90-03) 2722
(1990-5)
Five coating systems were evaluated for use over corroded structural steel surfaces. The coatings were applied over both clean (non-corroded) steel panels and panels pre-corroded in a salt fog chamber. The coated panels ...