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PERFORMANCE OF ULTRA-THIN WHITETOPPING (UTW) IN OKLAHOMA
(2010-12)
With the current level of deterioration of pavements in Oklahoma and the United States a satisfactory repair
technique that is economical and can be applied rapidly while resisting a significant volume of traffic is ...
Correlation of Fully-Softened Shear Strength of Clay Soil with Index Properties, Phase I
(2010-9)
Shallow slope failures in clay soils cause many millions of dollars of damage annually on highway
embankments and cut slopes and necessitate difficult and expensive repairs that negatively
impact budgets, traffic flow, and ...
Degradation in Rush, Wildhorse, and Salt Creeks of Washita River in Oklahoma for Transportation Planning (FHWA-OK-09-01 2194)
(2010-3)
The purpose of this research is to analyze the flow line data and relate it to the degradation of the Rush, Wildhorse and Salt Creeks at bridge location in the Washita River tributaries. This information may then be used ...
Analysis of Aggregates and Binders Used for the ODOT Chip Seal Program (FHWA-OK-10-03 2221)
(2010-11)
This project compared the results of laboratory characterization of chip seal aggregate samples for Oklahoma DOT Divisions 1,2,3,5 and 6 with performance data from the Pavement Management System (PMS) database. Binder ...
OKLAHOMA ROADSIDE VEGETATION MANAGEMENT GUIDELINES - 4TH EDITION (FHWA-OK-09-02 2156)
(2010-1)
A fourth edition of the Oklahoma Roadside Vegetation Management Guidelines was developed. The guidelines serve as a training and reference manual for Oklahoma Department of Transportation (ODOT) employees that are responsible ...
Stability and Permeability of Proposed Aggregate Bases in Oklahoma (FHWA-OK-09-05 2196)
(2010-5)
Aggregate base is an important component of a pavement structure. It supports the asphalt concrete (AC) layer and reduces the wheel load-induced stresses on the underlying layers. It also functions as a drainage layer. ...