Browsing OU - Oklahoma Transportation Resources / Oklahoma Transportation Library by Author "Zaman, Musharraf"
Now showing items 1-20 of 25
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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 ... -
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 ... -
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 ... -
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 OF FLEXIBLE PAVEMENT DATABASE FOR LOCAL CALIBRATION OF MEPDG (FHWA-OK-11-06(1) 2209)
Hossain, Zahid; Zaman, Musharraf; Doiron, Curtis; Cross, Steven (2011-6)The new mechanistic-empirical pavement design guide (MEPDG), based on the National Cooperative Highway Research Program (NCHRP) study 1-37A, replaces the widely used but more empirical 1993 AASHTO Guide for Design of ... -
DEVELOPMENT OF GUIDELINES FOR SELECTION AND EVALUATION OF TACK COATS IN OKLAHOMA (FHWA-OK-18-02)
Ghabchi, Rouzbeh; Zaman, Musharraf; Rani, Shivani (Mar-18)Asphalt pavements are generally constructed by compacting asphalt mixes in multiple lifts to achieve the required density across thelayers. Also, depending on pavement preservation and maintenance plan, from time to time, ... -
DEVELOPMENT OF ODOT GUIDELINES FOR THE USE OF GEOGRIDS IN AGGREGATE BASES (FHWA-OK-12-04 2220)
Hatami, Kianoosh; Mahmood Tahsina; Zaman, Musharraf; Ghabchi, Rouzbeh (2012-3)A primary objective of the current study was to help ODOT expand its selection of approved geogrid products for base reinforcement applications by producing measured ata on selected geogrids and a dense-graded base aggregate ... -
DRYING SHRINKAGE PROBLEMS IN HIGH PI SUBGRADE SOILS
Bulut, Rifat; Chen, Lizhou; Mantri, Sruthi; Amer, Omar; Tian Yi; Zaman, Musharraf (2014-1)The main objective of this study was to investigate the longitudinal cracking in pavements due to drying shrinkage of high PI subgrade soils. The study involved laboartory soil testing and modeling. The shrinkage cracks ... -
Evaluation of rutting potential of hot mix asphalt using asphalt pavement analyzer draft (original was missing pgs 19-23, 48, 49, 68-71, 82, 126-128)
Tarefder, Rafiqul Alam; Zaman, Musharraf (June, 2002)Rutting of flexible pavement is a widespread problem nationally, including Oklahoma. Rutting is defined as the longitudinal depression along the wheel path due to progressive movement of materials under repeated traffic ... -
Evaluation of rutting potential of hot mix asphalt using the asphalt pavement analyzer
Tarefder, Rafiqul Alam; Zaman, Musharraf (October, 2)A comprehensive study involving rut potential of Hot Mix Asphalt (HMA) was conducted. Both cylindrical and beam specimens of HMA were prepared using a Superpave Gyratory Compactor (SGC) and an Asphalt Vibratory Compactor ... -
EVALUATION OF THE ENHANCED INTEGRATED CLIMATIC MODEL FOR SPECIFICATION OF SUBGRADE SOILS IN OKLAHOMA
Bulut, Rifat; Yue, Er; Chen, Lizhou; Muraleetharan, K.K. "Muralee"; Zaman, Musharraf; Soltani, Holda; Hossain, Zahid (2014-1)The main objective of this study was to collect and evaluate climatic and soil data pertaining to Oklahoma for the climatic model (EICM) in the mechanistic-empirical design guide for pavements. The EICM climatic input files ... -
Expert systems applications for ODOT (FHWA-OK-91-09)
Laguros, Joakim G.; Bozai, Ghazanfar; Zaman, Musharraf; Mangaokar, ANup; Harp, Jimmy F.; Gattis, J.L. (1991-7)Expert systems are "intelligent" computer programs which have the capabilities of reasoning, learning, and simulating human sensory capabilities. Solutions to many problems in transportation engineering which are not well ... -
Fatigue Performance of Asphalt Pavements Containing RAS and RAP
Ghabchi, Rouzbeh; Zaman, Musharraf; Barman, Manik; Singh, Dharamveer; Boeck, David (Oklahoma City, OK : Oklahoma Department of Transportation, 2015., 2015-01)Rising oil and gas prices spurs development of methods and technologies for reducing fuel consumption and increased use of recycled materials. With increased environmental awareness, using reclaimed asphalt pavement (RAP) ... -
FEABAS A user friendly software for prediction of bridge approach settlement (FHWA-OK-95-03) 2188
Zaman, Musharraf; Laguros, Joakim G.; Chen, Hua; Rahman, Motiar (1995-5)Bridge approach settlement is a major problem in highway design as well as maintenance. It creates an unsafe and uncomfortable riding surface. This report presents the details of a software that was developed at the ... -
Field evaluation of drainable bases in Oklahoma (FHWA-OK-96-04) 2181
Rahman, Motiar; Curtis, Thomas; Zaman, Musharraf (1996-5)The Oklahoma Department of Transportation (ODOT) Research and Development Division (R&D) installed field data acquisition systems in 1992 on five test pavement sections with a view to evaluate the performance of the drainable ... -
Field Performance Monitoring and Modeling of Instrumented Pavement on I-35 in McClain County
Hossain, Nur; Singh, Dharamveer; Zaman, Musharraf; Alam, Ridwanul (Oklahoma City, OK : Oklahoma Department of Transportation, 2014., 2015-04)Phase 1 of this project was conducted to better understand the cause of pavement failure under actual traffic loading and environmental conditions. A 1,000-ft. long experimental pavement section was constructed on I-35 in ... -
Field performance monitoring and modeling of instrumented pavement on I-35 in McClain county - phase I
Solaniki, Pranshoo; Hossain, Nur; Breidy, Marc; Singh, Dharamveer; Zaman, Musharraf; Muraleetharan, K.K. (2013-6)Flexible pavements comprise about 93 percent of paved roads in the United States. Although flexible pavements are widely used for reasons such as cost, constructability and consistent performance, they are often subject ... -
Impact of loaded trucks on highway infrastructure deterioration
Hossain, Zahid; Ahsanuzzaman, A.N.M.; Zaman, Musharraf; Bong, Chong T.; Mooney, Michael (January, 1)Impact of loaded trucks on our transponation infrastructure system is becoming a growing concern for many State Departments of Transportation (DOTs) in the U.S. An increasing volume of loaded trucks due to the implememation ... -
Mix design using asphalt millings (FHWA-OK-00-04) 2148
Issa, Rita; Zaman, Musharraf; Miller, Gerald (2000-8)A field demonstration project was undertaken by the Research & Development Division, Oklahoma Department of Transportation (ODOT), to investigate the performance of an asphalt overlay constructed using recycled asphalt ... -
RECOMMENDED FATIGUE TEST FOR OKLAHOMA DEPARTMENT OF TRANSPORTATION (FHWA-OK-16-05 2243)
Zaman, Musharraf; Barman, Manik; Arshadi, Amir; Ghabchi, Rouzbeh; Singh, Dharamveer; Commuri, Sesh (2017-10)The primary objective of this study was to evaluate different fatigue test methods and to recommend the most suitable one to Oklahoma Department of Transportation (ODOT). In order to achieve this objective, six commonly ...