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2004

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Implementation Of Full-Width Bridge Deck Panels: A Synthesis Study, Jose David Versace, J. A. Ramirez Jan 2004

Implementation Of Full-Width Bridge Deck Panels: A Synthesis Study, Jose David Versace, J. A. Ramirez

JTRP Technical Reports

In this synthesis study, information related to full-depth precast deck systems has been collected and analyzed in order to facilitate implementation of full-depth precast deck systems in the state of Indiana. Nine full-depth precast deck systems were identified in the literature review. For girder bridges or similar, a full-depth precast, prestressed deck system (New England Region System) is recommended to be implemented. For bridges with decks spanning in the longitudinal direction, where no precast, prestress deck systems are available, the Exodermic™ Deck System is suggested to be implemented. This system is also an alternative to the New England Region System …

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Innovative Environmental Management Of Winter Salt Runoff Problems At Indot Yards, James E. Alleman, Barry K. Partridge, Lee Yeung Jan 2004

Innovative Environmental Management Of Winter Salt Runoff Problems At Indot Yards, James E. Alleman, Barry K. Partridge, Lee Yeung

JTRP Technical Reports

This INDOT-JTRP project examined an innovative strategy for mitigating, and possibly obviating, the environmental impact of wintertime salt release within INDOT yard areas specifically associated with the generation and release of salt truck wash waters, whereby these waste streams may be beneficially reused in the manufacture of salt brine solutions suitable for subsequent pre-wetting and anti-icing applications. The associated environmental problem stems from the fact that these wash waters carry high-level (e.g., from 100’s of mg/L to percentile-level) salt concentrations whose uncontrolled release via local surface or ground waters will have to be discontinued pursuant to the onset of tightened …

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Interaction Between Micro-Cracking, Cracking, And Reduced Durability Of Concrete: Developing Methods For Considering Cumulative Damage In Life-Cycle Modeling, Zhifu Yang, W. Jason Weiss, J. Olek Jan 2004

Interaction Between Micro-Cracking, Cracking, And Reduced Durability Of Concrete: Developing Methods For Considering Cumulative Damage In Life-Cycle Modeling, Zhifu Yang, W. Jason Weiss, J. Olek

JTRP Technical Reports

It is becoming increasingly popular to utilize numerical simulation models to predict the long-term performance of concrete pavements and structures. The majority of these models have been developed using laboratory test data that considers concrete in an uncracked state. While uncracked concrete exists as the best case scenario, frequent cracking occurs in real structures that could have a profound impact on life cycle performance. Cracks from several sources may accumulate and interact thereby accelerating the deterioration of concrete. For example, the distributed cracking caused by freeze/thaw damage can substantially increases the rate of water absorption and reduces the load carrying …

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Limit States Design Of Deep Foundations, Kevin Christopher Foye, Grace Abou Jaoude, Rodrigo Salgado Jan 2004

Limit States Design Of Deep Foundations, Kevin Christopher Foye, Grace Abou Jaoude, Rodrigo Salgado

JTRP Technical Reports

Load and Resistance Factor Design (LRFD) shows promise as a viable alternative to the present working stress design (WSD) approach to foundation design. The key improvements of LRFD over the traditional Working Stress Design (WSD) are the ability to provide a more consistent level of reliability and the possibility of accounting for load and resistance uncertainties separately. In order for foundation design to be consistent with current structural design practice, the use of the same loads, load factors and load combinations would be required. In this study, we review the load factors presented in various LRFD Codes from the US, …

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Mechanical Behavior Of Non-Textbook Soils (Literature Review), J. Antonio H. Carraro, Rodrigo Salgado Jan 2004

Mechanical Behavior Of Non-Textbook Soils (Literature Review), J. Antonio H. Carraro, Rodrigo Salgado

JTRP Technical Reports

Traditionally, soil mechanics has focused on the behavior of two distinct types of geomaterials: clean sands and pure clays. Under the application of external loads, these two types of geomaterials represent and are conveniently associated with two extreme types of soil responses: drained and undrained behavior. The drained behavior of clean sands and the undrained behavior of pure clays have been covered extensively in most soil mechanics textbooks. In order to provide some insight into the mechanical response of additional materials, a literature review on the mechanical behavior of “non-textbook” soils (i.e. soils other than clean sands and pure clays) …

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Methodology For The Development Of A Highway Asset Management System For Indiana, Zongzhi Li, Kumares C. Sinha Jan 2004

Methodology For The Development Of A Highway Asset Management System For Indiana, Zongzhi Li, Kumares C. Sinha

JTRP Technical Reports

Highway asset management is a systematic process that aims to preserve, expand, and operate highway assets in the most cost-effective manner. It is an analytical tool that facilitates organized, logical, and integrated decision-making in asset management practice. This study proposes a methodology for the development of a highway asset management system that addresses asset valuation, performance modeling, marginal benefit analysis, and multicriteria decision-making, including tradeoff analysis as well as project selection and programming. While most existing management systems deal with individual physical highway assets or system usage only under certainty or risk, this research focuses on the management of an …

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Minimizing Truck-Car Conflicts On Highways, Srinivas Peeta, Weimin Zhou Jan 2004

Minimizing Truck-Car Conflicts On Highways, Srinivas Peeta, Weimin Zhou

JTRP Technical Reports

Trucks represent the predominant form of domestic freight movement. Due to the substantial increase in freight truck traffic on the nation’s highways, its influence on traffic flow performance, safety, and quality of travel experience, is garnering increased attention. Several existing studies have addressed the impacts of trucks on highway traffic flow conditions and crashes. This research models the behavior of non-truck drivers vis-à-vis their interactions with trucks by associating a “discomfort level” with every non-truck driver. This discomfort of non-truck drivers in the vicinity of trucks is assumed to be affected by situational factors such as time-of-day, weather, and ambient …

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New Combination Treatments For Control Of Johnsongrass Along Roadsides, D. James Morré Jan 2004

New Combination Treatments For Control Of Johnsongrass Along Roadsides, D. James Morré

JTRP Technical Reports

This project was to develop a cost-effective method for chemical eradication of Johnsongrass along Indiana roadsides. Johnsongrass, together with Canada thistle, represents Indiana’s most serious noxious weed invader where the need for control is mandated by law. Combined target-directed laboratory and greenhouse studies identified a new candidate herbicide, Outrider, which when combined with a new additive designated TR-IV gives eradication of Johnsongrass when applied to plants after less than 20 inches (70 cm) of growth or regrowth following mowing. The combination does not harm oversprayed established fescue or bluegrass. Based on limited implementation activities (two years experience), the recommendation is …

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Development Of Indiana's Sps9-A Site, Ayesha Shah, J. Olek Jan 2004

Development Of Indiana's Sps9-A Site, Ayesha Shah, J. Olek

JTRP Technical Reports

The Superpave system for hot mix asphalt (HMA) design was introduced in 1995 and adopted throughout most of the USA by 2000. This system uses performance-oriented approach to materials selection and mix design, and takes into account the local environmental and traffic conditions. It recognizes that the behavior of HMA depends on the temperature, loading and aging conditions and provides tools (in the form of materials selection and performance-related tests) that should help to protect pavements against low-temperature cracking, rutting and fatigue cracking. This report summarizes the field and laboratory studies conducted to investigate the influence of asphalt binder grade …

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Evaluation And Repair Of Wrought Iron And Steel Structures In Indiana, Mark D. Bowman, Amy M. Piskorowski Jan 2004

Evaluation And Repair Of Wrought Iron And Steel Structures In Indiana, Mark D. Bowman, Amy M. Piskorowski

JTRP Technical Reports

Throughout the state of Indiana, there a number of older, historical bridges which have been in service since the late 19th century. Many, although not all, of these bridges are truss structures comprised either partially or completely of wrought iron members. Moreover, most of them need some degree pf maintenance or rehabilitation. However, engineers who must recommend repair or rehab operations typically do not know the material properties and behavior of wrought iron members. Consequently, an investigation was initiated to review and classify typical material properties of wrought iron members. This investigation involved three phases that included a literature review …

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Evaluation Of Indot Construction Smoothness Specifications, Terhi K. Pellinen, Shao-Fan Chou Jan 2004

Evaluation Of Indot Construction Smoothness Specifications, Terhi K. Pellinen, Shao-Fan Chou

JTRP Technical Reports

Currently, Indiana Department of Transportation (INDOT) is using the California Profilograph as the standard measuring device in its smoothness specifications. The output derived from the profilograph is called Profile Index (PI). PI represents the total accumulated deviations of the profilograph output traces beyond a tolerance zone (blanking band). At present, INDOT is using 0.2-inch blanking band to evaluate the profile traces, which has raised some concerns because some small unpleasant surface irregularities are covered by the blanking band. The major objective of this study was to develop a rational method for interpreting profilograph traces using 0.0-inch blanking band (zero tolerance) …

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Evaluation Of Indot Hyperfix Project, Kumares C. Sinha, Bob G. Mccullouch, Darcy M. Bullock, Sravanthi Konduri, Jon D. Fricker, Samuel Labi Jan 2004

Evaluation Of Indot Hyperfix Project, Kumares C. Sinha, Bob G. Mccullouch, Darcy M. Bullock, Sravanthi Konduri, Jon D. Fricker, Samuel Labi

JTRP Technical Reports

In 2003 the Indiana Department of Transportation executed an ambitious interstate reconstruction project in Indianapolis, named Hyperfix. This project completely closed the I-65/70 section during reconstruction, on which approximately 250,000 vehicles travel daily. Due to the scope and risk involved, an extensive amount of planning, coordination, and cooperation occurred. The main section was rebuilt during the total closure phase, which lasted 55 days. The total closure approach had never been performed before by INDOT on such a high volume artery in a downtown metropolitan area. This present study analyzed the project and its impact on the Indianapolis area. The report …

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Evaluation Of Surface (Top Down) Longitudinal Wheel Path Cracking, Terhi K. Pellinen, Geoff Rowe, Kalapi Biswas Jan 2004

Evaluation Of Surface (Top Down) Longitudinal Wheel Path Cracking, Terhi K. Pellinen, Geoff Rowe, Kalapi Biswas

JTRP Technical Reports

The research involved evaluating three surface cracked pavements during 2002 and 2003. A 500m section of I-65 North of Lafayette was chosen as the first site (designated as Site 1), an I-65 section in downtown Indianapolis was the second site (Site 2), and US-421 in Madison was the third site (Site 3). Site 1 had 11-year old pavement, Site 2 had 12-year old pavement and Site 3 had 4.5-year old pavement. All these sites exhibited longitudinal wheel path cracking which was later identified as top-down cracking. All sites had excellent structural capacity indicating that the top-down cracking was confined in …

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Evaluation Procedures For Deploying Spread Spectrum Interconnect, J. V. Krogmeier Jan 2004

Evaluation Procedures For Deploying Spread Spectrum Interconnect, J. V. Krogmeier

JTRP Technical Reports

This purpose of this project was the design and construction of a testbed network for experimentation with spread spectrum communications in the 900 and 2400 MHz band. The current network consists of five fixed nodes and two portable nodes. Of the fixed nodes, three are located in the Purdue MSEE building, one is located in the Harold L. Michael Traffic Operations Laboratory, and one is located in the experimental traffic signal cabinet at the intersection of Stadium and Northwestern Avenues in West Lafayette. The testbed has been used to evaluate spread spectrum radio technologies from vendors Microwave Data Systems, GINA, …

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Evaluation, Analysis, And Enhancement Of Indot's Utility Accommodation Policy, Carlos A. Arboleda, Hyung Seok Jeong, Dulcy M. Abraham, Sanjiv B. Gokhale Jan 2004

Evaluation, Analysis, And Enhancement Of Indot's Utility Accommodation Policy, Carlos A. Arboleda, Hyung Seok Jeong, Dulcy M. Abraham, Sanjiv B. Gokhale

JTRP Technical Reports

The Utility Accommodation Policy (UAP) is a collection of the regulations and practices to control the utility occupancy of all public highway rights-of-way under jurisdiction of the different States. UAPs not only help to regulate the installation of new utilities and the renovation of the currently installed by construction companies, subcontractors, and utilities companies, but also provide a framework to develop and preserve a safe roadside and to minimize possible interferences and impairment to the highway, its structures, appearance, safe operation, construction and maintenance. According to FHWA (2002) “Present FHWA regulations, policies, and practices dealing with utility relocation and accommodation …

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Hazard Elimination Program - Manual On Improving Safety Of Indiana Road Intersections And Sections; Volume 1: Research Report And Volume 2: Guidelines For Highway Safety Improvements In Indiana, Andrzej P. Tarko, Mayank Kanodia Jan 2004

Hazard Elimination Program - Manual On Improving Safety Of Indiana Road Intersections And Sections; Volume 1: Research Report And Volume 2: Guidelines For Highway Safety Improvements In Indiana, Andrzej P. Tarko, Mayank Kanodia

JTRP Technical Reports

The Hazard Elimination Program (HEP) is the section of the Safety Management System that focuses on road improvements and includes analytical tools for identification of safety problems and their remedies. This research project reviews the results of the past research for Indiana and other states and to develop guidelines that present a set of tools for hazard elimination through road improvements. It also includes developing regression models for predicting crash frequencies at all-way and two-way stop-controlled intersections. Negative Binomial regression was used to develop separate models for two-way and all-way stop controlled intersections. These models predict typical frequency of all …

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Predicting Traffic Conditions At Indiana Signalized Intersections, Rafael I. Perez-Cartagena, Andrzej P. Tarko Jan 2004

Predicting Traffic Conditions At Indiana Signalized Intersections, Rafael I. Perez-Cartagena, Andrzej P. Tarko

JTRP Technical Reports

All of the methods for predicting traffic conditions at intersections provide default values for saturation flow rates and their adjustment factors, lost times, and other parameters. Because these parameters are difficult to measure, the use of the default values is a common practice and it can cause significant bias in the results if the actual local values are different. The main objective of this research was to investigate the variability of capacity and delay parameters used in engineering tools for predicting delays and for determining level of service (LOS) at signalized intersections in Indiana. The variability investigation produced Indiana default …

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Performance Metrics For Freeway Sensors, Christos D. Achillides, Darcy M. Bullock Jan 2004

Performance Metrics For Freeway Sensors, Christos D. Achillides, Darcy M. Bullock

JTRP Technical Reports

Performance measures play a critical role in the operation of Intelligent Transportation Systems (ITS), because they provide feedback to the operators regarding system operations and efficiency. Traffic management systems use archived data, provided by various sensors, as a basis for describing normal conditions and predicting traffic conditions that may be expected at a particular time and place in the highway system. However, data quality is one of the principal concerns of archived ITS data users for the following reasons: 1) Manual inspection techniques are unable to detect significant errors because of the large volume of ITS data; 2) Only minimal …

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Reconciling Speed Limits With Design Speeds, Alberto Miguel Figueroa-Medina, Andrzej P. Tarko Jan 2004

Reconciling Speed Limits With Design Speeds, Alberto Miguel Figueroa-Medina, Andrzej P. Tarko

JTRP Technical Reports

In recent years, context-sensitive highway design has been promoted to ensure that designers consider the environmental, scenic, aesthetic, historic, community, and preservation aspects of the road. Context-sensitive design may lead to situations where the current design standards cannot be met because of restricting local conditions. Indiana has road sections designed and built some time ago. In a considerable number of roads with the statutory limit of 55 mph (90 km/h), the road geometry does not meet the current standards. At individual intersections and on curves, advisory speeds are posted together with warning signs. Although this solution increases the safety of …

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Quality Control Procedures For Weigh-In-Motion Data, Andrew P. Nichols, Darcy M. Bullock Jan 2004

Quality Control Procedures For Weigh-In-Motion Data, Andrew P. Nichols, Darcy M. Bullock

JTRP Technical Reports

For the past two decades, weigh-in-motion (WIM) sensors have been used in the United States to collect vehicle weight data for designing pavements and monitoring their performance. The use of these sensors is now being expanded for enforcement purposes to provide virtual weigh stations for screening vehicles in traffic streams for overweight violations. A study found that static weigh stations in Indiana were effective for identifying safety violations, but ineffective for identifying overweight vehicles. It was also determined that the alternative approach to identifying overweight vehicles using virtual weigh stations requires a high level of WIM data accuracy and reliability …

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Regionalization Of Indiana Watersheds For Flood Flow Predictions Phase I: Studies In Regionalization Of Indiana Watersheds, A. Ramachandra Rao Jan 2004

Regionalization Of Indiana Watersheds For Flood Flow Predictions Phase I: Studies In Regionalization Of Indiana Watersheds, A. Ramachandra Rao

JTRP Technical Reports

The following five methods of regionalization of watersheds were tested with Indiana watershed and annual maximum flood data: (1) the L-moment based method, (2) the method based on hybrid cluster analysis, (3) the hybrid cluster method using rainfall data, (4) the fuzzy cluster method, and (5) the method based on artificial neural networks. The results of the L-moment based method and the hybrid cluster method with rainfall data were unacceptable because of the subjectivity involved with the former and the heterogeneity of the of the results obtained by the latter. The remaining three methods gave very similar results. The fuzzy …

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Safety Of Intersections On High-Speed Road Segments With Superelevation, Peter T. Savolainen, Andrzej P. Tarko Jan 2004

Safety Of Intersections On High-Speed Road Segments With Superelevation, Peter T. Savolainen, Andrzej P. Tarko

JTRP Technical Reports

In recent years, the State of Indiana has built a number of intersections where one or both of the roads are located on curves. The AASHTO Policy on Geometric Design of Highways and Streets recommends that in such cases “the alignment should be as straight and the gradient as flat as practical.” This wording, consistent with Part V of the Indiana Design Manual, allows for the design of intersections on curves if other solutions prove to be too expensive. Several of these intersections have raised safety concerns and led to expensive corrective measures. Due to these safety and economic issues, …

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Remediation Of Soils And Ground Water Contaminated By Aromatic And Chlorinated Hydrocarbons And Metals, Inez Hua, P. Suresh Rao, Linda S. Lee, Barry K. Partridge, Ben Lawrence Jan 2004

Remediation Of Soils And Ground Water Contaminated By Aromatic And Chlorinated Hydrocarbons And Metals, Inez Hua, P. Suresh Rao, Linda S. Lee, Barry K. Partridge, Ben Lawrence

JTRP Technical Reports

Many of the Indiana Department of Transportation (INDOT) sites are contaminated with aromatic hydrocarbons and chlorinated solvents; these contaminants often occur in the form of light non-aqueous phase liquids (LNAPLs) or dense non-aqueous phase liquids (DNAPLs). Considerable effort has recently been focused on developing in-situ technologies for removing or destroying NAPL source zones, and several potentially viable methods have emerged, including in-situ chemical oxidation (ISCO). ISCO has become an attractive remediation option to managers at many contaminated sites. The three oxidants that are most often applied in-situ are hydrogen peroxide (H2O2) with iron catalysts, potassium permanganate (KMnO4), and ozone (O3). …

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Simplified Load Distribution Factor For Use In Lrfd Design, Elisa D. Sotelino, Judy Liu, Wonseok Chung, Kitjapat Phuvoravan Jan 2004

Simplified Load Distribution Factor For Use In Lrfd Design, Elisa D. Sotelino, Judy Liu, Wonseok Chung, Kitjapat Phuvoravan

JTRP Technical Reports

The “S-over” equation for the load distribution factor (LDF) was first introduced in the 1930s in the AASHTO Standard. Finite element studies, however, have shown it to be unsafe in some cases and too conservative in others. AASHTO LRFD 1994 introduced a new LDF equation as a result of the NCHRP 12-26 project. This equation is based on parametric studies and finite element analyses (FEA). It is considered to be a good representation of bridge behavior. However, this equation involves a longitudinal stiffness parameter, which is not initially known in design. Thus, an iterative procedure is required to correctly determine …

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Determination Of Indot Highway Construction Production Rates And Estimation Of Contract Times, Yi Jiang, Hongbo Wu Jan 2004

Determination Of Indot Highway Construction Production Rates And Estimation Of Contract Times, Yi Jiang, Hongbo Wu

JTRP Technical Reports

The duration of a highway construction project depends primarily on the quantity or magnitude of the construction work and the productivity of the construction crew. In addition, many other factors may also affect the construction duration, such as the type of construction, traffic features, location (urban or rural site), and weather conditions. When a state highway construction project contract is bid, a reasonable time must set and specified in the contract documents for completion of the contracted project. The time for contract completion (often called “contract time”) is estimated based on the average completion times of individual construction items within …

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Chromatic Noise Perception In Digital Photography, Xiaoyan Song Jan 2004

Chromatic Noise Perception In Digital Photography, Xiaoyan Song

Theses

A model was built to predict chromatic noise perception in digital photography. The model includes the orthogonal opponent color space Y C1C2, and sets of optimized contrast sensitivity functions. Past research on opponent colors, contrast sensitivity functions at threshold and suprathreshold matching has been reviewed. Some historical opponent color spaces have been investigated in terms of transformation and application. Three psychophysical experiments were performed to build the model. Through the equi-luminance plane experiment three equi-luminance planes corresponding to three luminance levels were determined. Method of adjustment was applied for subjects to adjust chromatic noise image until it is least perceptible. …

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Summary Of D. R. Horton, Inc. V. Green, 120 Nev. Adv. Op. 63, Hilary Barrett Muckleroy Jan 2004

Summary Of D. R. Horton, Inc. V. Green, 120 Nev. Adv. Op. 63, Hilary Barrett Muckleroy

Nevada Supreme Court Summaries

Appeal from a district court order denying a motion to compel arbitration.

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Summary Of Heller V. Give Nev. A Raise, Inc., Timothy W. Roehrs Jan 2004

Summary Of Heller V. Give Nev. A Raise, Inc., Timothy W. Roehrs

Nevada Supreme Court Summaries

Direct democracy, the process by which the people conduct direct law making through the circulation of petitions and (subject to the petition qualifying) subsequent ratification by the voters in an upcoming election, has often been a hub for electoral and legal controversy.2 In GNAR,3 the Nevada Supreme Court drew on U.S. Free Speech Constitutional law to save a couple of 2004 ballot campaigns, while making the ballot process for future petitions (at least logistically) a little bit easier. Below is a description of the GNAR opinion and its holding, along with a few comments regarding GNAR’s questionable lack of deference …

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Summary Of In Re Mosley, 120 Nev. Adv. Rep. 94, Christopher Carson Jan 2004

Summary Of In Re Mosley, 120 Nev. Adv. Rep. 94, Christopher Carson

Nevada Supreme Court Summaries

This case is an appeal of the evidentiary findings of the Nevada Commission on Judicial Discipline (Commission) on eleven different counts of an official complaint filed by a special prosecutor against the Honorable Donald M. Mosley (Judge Mosley). The complaint listed eleven inappropriate actions Judge Mosley allegedly committed from August of 1997 through August 1999. The counts alleged that Judge Mosley: Count I- Wrote a personal letter on official judicial letterhead to the principal of his son’s school in August 1999; Count II- Wrote a personal letter on official judicial letterhead to the principal of his son’s school in February …

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Summary Of In The Matter Of Parental Rights As To D.R.H., Jeff Hall Jan 2004

Summary Of In The Matter Of Parental Rights As To D.R.H., Jeff Hall

Nevada Supreme Court Summaries

Appeal of a District Court order terminating the parental rights of both parents to their three children. The Division of Child and Family Services (DCFS) petitioned the district court to terminate the parental rights Vincent G. and Cristan H. after trying to return the children to the parents custody for two and half years. Vincent and Cristan appealed the district court’s decision to terminate their parental rights on the grounds that the statute relied on by the district court is unconstitutional.

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