Browsing Research Highlighters and Reports - ODOT Office of Research & Implementation by Author "Oklahoma Department of Transportation. Materials and Research Division. Office of Research & Implementation"
Now showing items 41-60 of 356
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CREATION OF AN ODOT SPECIFICATION FOR PATCHING OR OVERLAY OF BRIDGE DECKS (FHWA-OK-08-09 2184)
Ramseyer, Chris C.; Myers, Daniel S. (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, ... -
Creep Compliance and Percent Recovery of Oklahoma Certified Binders Using the Multiple Stress Creep Recovery (MSCR) Method
Hossain, Zahid; Zaman, Musharraf; Ghosh, Debaroti (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 ... -
Degradation in Rush, Wildhorse, and Salt Creeks of Washita River in Oklahoma for Transportation Planning (FHWA-OK-09-01 2194)
Tyagi, Avdhesh K.; Al-Madhhachi, Abdul-Sahib; Brown, James (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 ... -
DELIVERY OF CALIBRATION WORKSHOPS COVERING HERBICIDE APPLICATION EQUIPMENT
Martin, Dennis; Bowman, John R. (2014-3)Proper herbicide sprayer set-up and calibration are critical to the success of the Oklahoma Department of Transportation (ODOT) herbicide program. Sprayer system set-up and calibration training is provided in annual ... -
Dense graded rubber mixtures and chemkrete (81-09-1)
Brewer, Wilson B. Jr. (1984-1)This report discusses the application of three ground rubber additives and a chemical additive as ingredients in dense graded asphalt concrete (AC) overlays. A two inch layer of Type C dense graded AC vith fabric reinforcement ... -
Depressed transverse cracks in asphalt pavements in Oklahoma (FHWA-OK-91-__) 2159
Snethen, Donald R.; Ahmed, Samir (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 causedˆ by low temperature-induced tensile ... -
Depressed transverse cracks in asphalt pavements in Oklahoma (FHWA-OK-92-1) 2166
Snethen, Donald R.; Ahmed, Samir (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 ... -
Depressed transverse cracks in asphalt pavements in Oklahoma phase I interim report (FHWA-OK-89-02) 2159
Snethen, Donald R.; Ahmed, Samir (1989-5)Thi s report describes the results of a preliminary evaluati on of the nature and extent of depressed transversed cracking of asphalt pavements in Oklahoma. The primary purpose of the Phase I study was to develop and ... -
Determination of asphalt contents in bituminous pavements by neutron scattering
Bonilla, U.; Laguros, J.G.; Reid, G.W. (1966-9) -
Determination of Dynamic Modulus Master Curves for Oklahoma HMA Mixtures (FHWA-OK 07(05) 2177
Cross, Stephen A.; Jakatimath Yatish; KC, Sumesh (2007-12)The Mechanistic-Empirical Pavement Design Guide (M-EPDG) uses a hierarchical approach with three levels of material characterization for asphalt materials. The first level provides the highest design reliability and each ... -
DEVELOP DRAFT CHIP SEAL COVER AGGREGATE SPECIFICATION BASED ON AGGREGATE IMAGING SYSTEM (AIMS) ANGULARITY, SHAPE, AND TEXTURE TEST RESULTS
Zaman, Musharraf; Pittinger, Dominique; Gransberg, Douglas; Bulut, Rifat; Commuri, Sesh (2014-1)The objective of the study is to improve Oklahoma Department of Transportation (ODOT) chip seal design and performance through introducing new criteria for the selection of cover aggregate and binder. The study evaluates ... -
DEVELOPMENT AND IMPLEMENTATION OF A MECHANISTIC AND EMPIRICAL DESIGN GUIDE (MEPDG) FOR RIGID PAVEMENTS — PHASE 2
Ley, M. Tyler; Hajibabaee, Amir; Khatibmasjedi, Morteza (2014-10)The work investigates the impact of curing methods and their impact on subsequent curling in both the laboratory and the field in different drying environments. Results are also presented for a field instrumentation of a ... -
DEVELOPMENT AND IMPLEMENTATION OF A MECHANISTIC AND EMPIRICAL PAVEMENT DESIGN GUIDE (MEPDG) FOR RIGID PAVEMENTS-PHASE I (FHWA-OK-12-06 2208)
Ley, Tyler; Hijababbee, Amir; Kadam, Shardul; Aboustait, Mohammed; Ebisch, Travis; Riding, Kyle (2012-11)This reports completes a sensitivity analysis of the MEPDG based on Oklahoma pavements, provides a literature review of base material best practices, increases the Oklahoma weather data available for the MEPDG, investigates ... -
DEVELOPMENT AND IMPLEMENTATION OF AN MEPDG FOR RIGID PAVEMENTS – PHASE 3 (FHWA-OK-16-04 2208)
Yang, Xiaoming; Ley, Tyler M.; Moudabel, Omar; Hajibabaee, Amir; Lee, Ning (2016-12)The objective of the Phase III of this project is to validate and calibrate the MEPDG for the concrete pavement design in Oklahoma. Both jointed plain concrete pavement (JPCP) and continuously reinforced concrete pavement ... -
Development of a device to evaluate the retro-reflective performance of pavement marking materials (FHWA-81-2) 2135
Nelson, Thane I. (1981-6)The objective of this research study was to investigate possible techniques for measuring the brightness of the retro-reflective pavement markings on a highway surface. The measurements were to be made during daylight hours ... -
Development of a Flexible Pavement Database for Local Calibration of the MEPDG Part 2 Evaluation of ODOT SMA Mixtures (FHWA-OK-11-06 (2) 2209)
Cross, Stephen; Gibbe, Robel; Aryal, Nyrajan (2011-3)There has been some reluctance on the part of some in Oklahoma to use SMA mixtures. There are several factors that could be involved in the slow acceptance of SMA mixtures in Oklahoma. These factors are 1) the extra expense ... -
DEVELOPMENT OF A PROTYPE GEOTECHNICAL REPORT
Yang, Xiaoming; Bulut, Rifat; Poudyal, Roman (2014-10)Archive geotechnical reports in the department contain valuable information such as site maps, photographs, borehole data, laboratory and field test data, and design analyses. A proper use of the information may bring ... -
DEVELOPMENT OF AGGREGATE CHARACTERISTICS-BASED PREVENTIVE MAINTENANCE TREATMENTS USING 3D LASER IMAGING AND AGGREGATE IMAGING TECHNOLOGY FOR OPTIMIZED SKID RESISTANCE OF PAVEMENTS (FHWA-18-05)
Li, Joshua Q; Pittenger, Dominique; Wang, Kelvin; Zama, Musharraf (Jun-19)The objective of this study was to assess the skid resistance performance of pavements in Oklahoma following preventive maintenance treatments. The assessment method employed herein was based on physical aggregate properties ... -
Development of alternative high friction surfaces for Oklahoma / Michael Heitzman, Michael Vrtis.
Heitzman, Michael; Vrtis, Michael (Oklahoma City, OK : Oklahoma Department of Transportation, 2016., 2015-12)Research work described in this report was undertaken to improve understanding of desiccation cracking and shallow slope failures in clayey slopes subjected to seasonal variations in weather. Research involved field and ... -
DEVELOPMENT OF AN ASPHALT PAVEMENT TEST FACILITY AT THE OSU UNMANNED AERIAL VEHICLE FACILITY (FHWA-OK-17-01 2270)
Cross, Stephen A.; Li, Joshua; Wang, Kelvin (2017-3)This report documents the construction and evaluation of the asphalt pavement testing runway at the OSU Unmanned Aerial Vehicle (UAV) facility. Runway surface characterization and performance evaluation results, in terms ...