Browsing Oklahoma Transportation Resources / Oklahoma Transportation Library by Author "Oklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation"
Now showing items 1-20 of 320
-
11 year evaluation of fabric form with cement fly ash mixture for erosion and sediment control (OK-98-02) 2110
Brockelsby, Sr., Rudy L. (1998-6)Addendum to 1987 Final Report. Short brief of the construction and reference to previous recommendations, major objectives, and notation of conclusions. Findings, observations, and pictures showing long term effects to ... -
2007 – 2009 Evaluations of New Broadleaf Weed Control Herbicide Formulations for ODOT Roadside Vegetation Management Programs (FHWA-OK-09-07 2157)
Montgomery, Doug; Evans, Craig; Martin, Dennis (2009-12)A three year research project was conducted between the Oklahoma Department of Transportation (ODOT) and the Oklahoma State University to investigate herbicides and herbicide tank mixes that could supplement existing ODOT ... -
3D LASER IMAGING FOR ODOT INTERSTATE NETWORK AT TRUE 1-MM RESOLUTION
Wang, Kelvin C.P.; Li, Joshua Q. (2014-12)With the development of 3D laser imaging technology, the latest iteration of PaveVision3D Ultra can obtain true 1mm resolution 3D data at full-lane coverage in all three directions at highway speed up to 60MPH. This project ... -
Adaptation of the AASHO pavement design guides to Oklahoma highways
Janes, R.L.; Ng, S. Y-WData are reported on physical properties of roadbed structural materials from in-place samples of most of the flexible state highways built in Oklahoma over an 11-year period. Associated traffic volumes, load history and ... -
Advanced Voice and Multimedia Communications System for the ODOT ITS Network (FHWA-OK-08-04 2204)
Tull, Monte P.; Havlicek, Jospeh P.; Atiquzzman, Mohammed; Runolfsson, Thordur; Sluss, James J. Jr. (2008-9)Across the State of Oklahoma there are a multitude of agencies, at the federal, state, and local levels, all responsible for responding to emergency situations. Many of these agencies have a presence on the private ODOT ... -
An experimental product evaluation - erosion control products
Hayes, Curtis J.; Smith, Mitchell D. (Dec-77)The products tested herein represent field trails of erosion control methods in certain selected locations in Oklahoma. The products tested include wood cellulose fibers, a paper mulch, a dust palliative, two tackifiers, ... -
An experimental product evaluation - Portland cement concrete contraction joint sealers
Smith, Mitchell D. (1977-12)A final report by ODOT pertaining to the evaluation of Portland Cement Contraction Joint Sealers. The method of evaluation is described. These sealers were evaluated for their performance in sawed P.C. Concrete Joints. The ... -
Analysis of Aggregates and Binders Used for the ODOT Chip Seal Program (FHWA-OK-10-03 2221)
Gransberg, Douglas D.; Zaman, Musharraf; Akta?, Bekir (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 ... -
Analysis of October 1986 flood in Caney River at U.S. 75 Bartlesville Oklahoma Volume I (FHWA-OK-89-04)
Tyagi, A.K. (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 ... -
Analysis of October 1986 flood in Caney River at U.S. 75 Bartlesville Oklahoma Volume II (FHWA-OK-89-04)
Tyagi, A.K. (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 ... -
APPLIED APPROACH SLAB SETTLEMENT RESEARCH, DESIGN/CONSTRUCTION (FHWA-OK-13-09 2227)
Miller, Gerald; Hatami, Kianoosh; Cerato, Amy; Obsorne, Colin (2013-8)Approach embankment settlement is a pervasive problem in Oklahoma and many other states. The bump and/or abrupt slope change poses a danger to traffic and can cause increased dynamic loads on the bridge. Frequent and costly ... -
Assessment of resilient modulus testing methods and their application to design of pavements (FHWA-OK-91-08)
Danayak, Rajesh; Zaman, Musharraf; Laguros, Joakim G. (1991-6)Resilient modulus (RM) is an important property of subgrade soils that accounts for repetitive loads due to vehicular traffic. Since AASHTO recommended its use in pavement design in 1986, various transportation agencies ... -
Bearing capacities and characterization of compressible clayey and silty foundation soils in Oklahoma (FHWA-OK-81-3) 239
Hayes, Curtis J. (1980-12)This study developes a characterization of alluvial soils in two river systems from the surface down to bedrock. Study sites were located in alluvial deposits where fill settlement is a problem. Continuous undisturbed soil ... -
BLACK ICE DETECTION AND ROAD CLOSURE CONTROL SYSTEM FOR OKLAHOMA (FHWA-OK-14-01 2239)
Liu, Tieming; Wang, Ning; Yu, Hongbo; Basara, Jeffrey; Hong, Yang (Eric); Bukkapatnam, Satish (2014-10)Black ice is a thin coating of glazed ice on roadways or other transportation surfaces. Black ice has identical appearance with black pavement and wet road, and it often forms during calm weather. It is highly transparent ... -
Breaking and seating - final report
Brewer, Wilson (1995-10)A preliminary investigation of lJS 169 in Nowata county was completed in June 1988. The 9.9 km (6.2 mi) section of two-lane roadway is located 8.0 km (5.0 mi) north of the city of Nowata. The majority of the 4.5 m ( 15.0 ... -
Breaking and seating - final report (OK-95-05)
Brewer, Wilson B. Jr. (1995-10)A preliminary investigation of lJS 169 in Nowata county was completed in June 1988. The 9.9 km (6.2 mi) section of two-lane roadway is located 8.0 km (5.0 mi) north of the city of Nowata. The majority of the 4.5 m ( 15.0 ... -
Bridge deck rehabilitation part I - methods and materials
Ward, Phillip M. (1977-8)The bridge deck deterioration processes of freeze-thaw scale, popout, and corrosion induced spalling are defined and the popular theories accounting for their mechanism are explained. Included is a basic discussion of ... -
Bridge deck rehabilitation part II - Oklahoma's experience with bridge deck protective systems
Ward, Philip M. (1978-6)The objectives of this project were to study the factors involved in bridge deck deterioration and to formulate and evaluate. techniques to prevent or halt such deterioration. Part II of this project was concerned with the ... -
Bridge deck rehabilitation part III - Cathodic protection
Ward, Phillip M. (1977-10)The objectives of this project were to study the factors involved in bridge deck deterioration and to formulate and evaluate techniques to prevent or halt such deterioration. Part III of this study addressed the use of ... -
Bridge steel coatings tolerant of minimal surface preparation (FHWA-OK-96-08)
Gordon, Kimberly L. (1996-11)In 1993 and 1994, the Occupational Safety and Health Administration (OSHA) and the Environmental Protection Agency (EPA) initiated regulations that radically altered practices in the paint industry. Many of these measures ...