Browsing OU - Oklahoma Transportation Resources / Oklahoma Transportation Library by Title
Now showing items 291-310 of 372
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Roadside development and erosion control (FHWA-OK-87-5)
(1987-6)The information contained within this report addresses: 1) Implementation of roadside development and erosion control results, 2) Herbicide evaluation for the effective and economical eradication of undesirable roadside ... -
Roadside development and erosion control - Causes and control of soil erosion on Oklahoma highways Part I
Over $4 million are spent each year for erosion control on Oklahoma highways and roads. The cost per mile for erosion control increased approximately 45 percent from 1965 to 1966. With more than 12,000 miles of federal and ... -
Roadside development and erosion control - Maintenance of vegetative ground covers on Oklahoma highways Part II
Statistical records indicate more than $3 million was spent each year in fiscal 1963, 1964, and 1965 for erosion control on Oklahoma roads and highways. The cost of erosion control in 1965 was $15, 900.00 per mile, and one ... -
Roadside erosion control - final report
Experiments along Oklahoma highways on various soil materials and in the laboratory were established to find: (a) the best methods to establish bermudagrass by vegetative means; (b) the most satisfactory means of establishing ... -
Roadside vegetation management final report for the period December 1991 to September 1996 (FHWA-ODOT-96-05) 2187
(1996-9)The infonnation contained within this report addresses: (1) Research - involving the use of experimental, newly labeled and traditionally available herbicides in combination with mowing for roadside vegetation management; ... -
Roadside vegetation management final report for the period July 1986 to June 1991 (FHWA-OK-91-10) 2147
(1991-12)The information contained within this report addresses: (1) Research -- involving the use of herbicides and plant growth regulators for roadside vegetation management; (2) Maintenance -- implementing research results into ... -
Roadside vegetation management guidelines
Integrated Roadside Vegetation Management (IRVM) i s a collective process that uses the most appropriate scientifically-based vegetation management techniques to meet the department' s goals in both an environmentally and ... -
Roadside vegetation management guidelines (FHWA-OK-98-09) 2130
(1998-12)Roadside Vegetation Management (RVM) Guidelines were developed and assembled into a reference/training manual for Oklahoma Department of Transportation (ODOT) RVM personnel. The guidelines were developed from a combination ... -
Roadway Weather Information System and Automatic Vehicle Location (AVL) Coordination (FHWA-OK-09-03 2212)
(2009-9)Roadway Weather Information System and Automatic Vehicle Location Coordination involves the development of an Inclement Weather Console that provides a new capability for the state of Oklahoma to monitor weather-related ... -
Safence wire roper median barrier (FHWA-OK) 2130
(2005-9)The Safence Cable Barrier System is designed to minimize or eliminate crossover accidents on divided roadways. This system uses tour tensioned cables stacked vertically to prevent errant vehicles from crossing the median ... -
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 ... -
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 ... -
Scour around bridge piers of overflow structures at I-35 Bridge on the Cimarron River (FHWA-OK-88-2) 2150
(1988-4)The October 1986 flood of the Cimarron River resulted in severe scour around piers of eight overflow structures of the 1-35 bridge. A major portion of the flood passed through these structures resulting in a high velocity ... -
Sealing cracks in flexible pavements final report - field and laboratory evaluation of crack sealants
(1981-12)This study is the terminal portion of a three phase research project entitled "Sealing Cracks in Flexible Pavements." The project was initiated in response to a request from the Research Division of the Oklahoma Department ... -
Sealing cracks in flexible pavements interim report I - flexible pavement crack sealing practices and research approach
(1977-2)In response to a request from the Research Division, a research proposal entitled "Sealing Cracks in Flexible Pavements" was presented to the Oklahoma Department of Transportation in February, 1976. This proposal was for ... -
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 ... -
Sealing cracks in flexible pavements interim report III - laboratory tests of asphalt sealants
(1979-5)A survey of literature pertaining to materials and methods of sealing highway pavement cracks indicated a scarcity of information and a lack of standard testing procedures for asphalt pavement crack sealants. Therefore, ... -
SELECTION OF LONG LASTING REHABILITATION TREATMENT USING LIFE CYCLE COST ANALYSIS AND PRESENT SERVICEABILITY RATING
(2015-10)A wide range of variables influence the selection strategy for rehabilitation and maintenance of pavements. The focus of this study is to conduct a project-level evaluation of high traffic volume asphalt-surfaced pavements ... -
Semiactive vibration absorbers (SAVA) at the I-35 Walnut Creek bridge (FHWA-OK-97-08) 2125
(1997-8)The project was undertaken to develop and field test an automatically controlled bridge mounted vibration absorber. The system, referred to as a semiactive vibration absorber (SAVA) consists of a hydraulic cylinder coupled ...