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2009 Indiana County Highway Department Wage And Salary Survey, Indiana Ltap Dec 2009

2009 Indiana County Highway Department Wage And Salary Survey, Indiana Ltap

Indiana Local Technical Assistance Program (LTAP) Publications

Included in this publication are wage and salary figures for the major salaried and hourly county highway positions in Indiana. In addition, the numbers of employees working under each job title are tabulated, and the ratio of total number of employees per mile of county road is displayed. The following series of tables are divided into four categories: administration, maintenance and repair, general and undistributed, and cumulative bridge. The appendix presents the recommended methods for calculating the labor burden for both salaried and hourly employees. Also included are generalized worksheets, which may be copied and used to calculate labor burden …


Implementation Of Erosion Control Warranty Specification, Bob G. Mccullouch, Kok Kuan Ng Dec 2009

Implementation Of Erosion Control Warranty Specification, Bob G. Mccullouch, Kok Kuan Ng

JTRP Technical Reports

One of the main issues in a warranty specification for erosion control items is how to evaluate performance objectively. This project developed a methodology that uses digital images to measure compliance with defined vegetation cover requirements. It is designed essentially for areas where vegetation (grass) is selected as the erosion control measure. The research was a technical approach to examine the feasibility of using digital photographic analysis. It does not address all issues related to field conditions and as such would require review by interested parties to be complete. For example, how often should sample pictures to taken. Should a …


Risk Management And Assessment Of Upgrading And Standardizing Guardrail, Karen Zhu, Shuo Li Dec 2009

Risk Management And Assessment Of Upgrading And Standardizing Guardrail, Karen Zhu, Shuo Li

JTRP Technical Reports

The Indiana Department of Transportation (INDOT) has installed guardrail systems on interstate highways and other highways in accordance with a variety of standards throughout the years. Traffic volume has increased and the posted speeds have been raised on most INDOT’s interstate highways. Consequently, the characteristics of run-off-the-road (ROR) crashes may have changed. In the meantime, material prices have increased considerably and the guardrail maintenance and crash repair costs have increased accordingly. There is no doubt all these changes will not only greatly affect the ROR crash prediction, but also greatly affect the guardrail benefit/cost analysis. This study examined the current …


Updating And Enhancing The Indiana Bridge Management System (Ibms), Kumares C. Sinha, Samuel Labi, Bobby G. Mccullouch, Abhishek Bhargava, Qiang Bai Dec 2009

Updating And Enhancing The Indiana Bridge Management System (Ibms), Kumares C. Sinha, Samuel Labi, Bobby G. Mccullouch, Abhishek Bhargava, Qiang Bai

JTRP Technical Reports

The Indiana Bridge Management System (IBMS) software package, considered one of the few bridge management system software packages in the United States, possesses several unique features such as multiple criteria analysis but has not been used to its full capabilities because of coding language, outmoded operating system, and other software-related problems. Also, the framework lacked certain considerations such as a preventive maintenance component. In addressing this issue, this study reviewed the existing internal logic of IBMS, and updated some of the cost and deterioration models to include preventive maintenance considerations in the decision tree. Also, the IBMS operating system and …


Total Storm Management Manual, Indiana Department Of Transportation Nov 2009

Total Storm Management Manual, Indiana Department Of Transportation

JTRP Other Publications and Reports

No abstract provided.


The International Charter And Flood Mapping, Jie Shan Nov 2009

The International Charter And Flood Mapping, Jie Shan

GIS Day

An overview of recent Purdue activities related to the International Charter for Space and Major Disasters, including general information about The Charter, 3 Indiana flood examples, and a summary of the lessons learned therefrom.


Classification Of Marl Soils, Chulmin Jung, Sochan Jung, Antonio Bobet, Nayyar Zia Siddiki Nov 2009

Classification Of Marl Soils, Chulmin Jung, Sochan Jung, Antonio Bobet, Nayyar Zia Siddiki

JTRP Technical Reports

Field and laboratory tests were conducted to investigate the degree of uniformity and quality that is obtained with chemical treatment of the subgrade with LKD using current construction techniques. An INDOT road project under construction was selected for the research. A 140-m long subgrade section was chemically treated with LKD with a target thickness of 16 inches, which is the current standard practice, while another 140-m long section was treated with a target thickness of 14 inches. DCP tests were done at each section to obtain the stiffness (or strength) of the chemically-treated and natural (untreated) subgrade soil layers. LWD …


Contract Time Optimization Methodologies For Highway Construction Projects, Yi Jiang, Huaxin Chen Nov 2009

Contract Time Optimization Methodologies For Highway Construction Projects, Yi Jiang, Huaxin Chen

JTRP Technical Reports

This study was conducted to develop methodologies for appropriately determining the monetary values of I/D rates of highway construction projects in Indiana. In this study, a comprehensive literature review was performed to identify possible effective methodologies for work zone effects, construction impacts, and contract time optimization. The highway production rates were developed in a previous study. The production rates were validated and adjusted with the help from INDOT field engineers. The weighin- motion (WIM) collected traffic data were obtained, processed, and analyzed to provide input data for user cost calculations at highway work zones. Construction data were obtained and processed …


Field Investigation Of Subgrade Lime Modification, Chulmin Jung, Sochan Jung, Antonio Bobet, Nayyar Zia Siddiki Nov 2009

Field Investigation Of Subgrade Lime Modification, Chulmin Jung, Sochan Jung, Antonio Bobet, Nayyar Zia Siddiki

JTRP Technical Reports

No abstract provided.


Use Of Steel Slag In Subgrade Applications, Irem Zeynep Yildirim, Monica Prezzi Oct 2009

Use Of Steel Slag In Subgrade Applications, Irem Zeynep Yildirim, Monica Prezzi

JTRP Technical Reports

Steel slag is a by-product of steelmaking and refining processes. In 2006, 10-15 million metric ton of steel slag was generated in the U.S. Out of the total steel slag produced in the U.S. every year, about 50-70% is used as aggregate for road and pavement construction and approximately 15-40% is stockpiled in steel plants and eventually landfilled at slag disposal sites. Since current levels of steel slag stockpiling and landfilling are not sustainable, alternative geotechnical engineering applications for steel slag are being explored to alleviate the slag disposal problem and to help save dwindling natural resources. The main objectives …


Innovative Contracting Manual, Bob Mccullouch Sep 2009

Innovative Contracting Manual, Bob Mccullouch

JTRP Technical Reports

No abstract provided.


Design And Applications Of Drilled Displacement (Screw) Piles, Prasenjit Basu, Monica Prezzi Sep 2009

Design And Applications Of Drilled Displacement (Screw) Piles, Prasenjit Basu, Monica Prezzi

JTRP Technical Reports

Drilled displacement (DD) piles (commonly known as „screw piles‟ in Europe) are being increasingly used as foundation elements for structures, particularly in projects requiring accelerated construction or involving the rehabilitation of foundations of existing, overstressed structures. Different types of DD piles are available in practice; each type is classified according to the design of the drilling tool and associated installation method. Installation of DD piles causes substantial changes in the state of the soil surrounding the pile. These changes result from the complex loading imposed on the soil by expansion of a cylindrical cavity to make room for the specially …


Automated Vehicle Location (Avl) For Road Condition Reporting, Bob G. Mccullouch, Michelle Leung, Wonjin Kang Sep 2009

Automated Vehicle Location (Avl) For Road Condition Reporting, Bob G. Mccullouch, Michelle Leung, Wonjin Kang

JTRP Technical Reports

This project developed an AVL system for INDOT that utilized the statewide wireless network, SAFE-T. This option was chosen after doing a cost analysis of commercial AVL systems that use cellular data communications. The system developed provides real time information collected during snow and ice removal. Information includes weather and road conditions, truck speed, amount of chemicals spread, time, location, plow position, and road temperature. This information is displayed on INDOT GIS maps available through a browser on the INDOT network. The data is also transferred to the MDSS that INDOT uses in winter activities. This system experienced significant data …


Classification Of Organic Soils, Pao-Tsung Huang, Mital Patel, Maria Caterina Santagata, Antonio Bobet Sep 2009

Classification Of Organic Soils, Pao-Tsung Huang, Mital Patel, Maria Caterina Santagata, Antonio Bobet

JTRP Technical Reports

The presence of organics in soils is generally associated with high compressibility, significant secondary compression, often unsatisfactory strength characteristics, and low unit weight. As a result of the above, many state DOTs (Departments of Transportation) in the United States have strict limits on the maximum value of the organic content (2-7%) that can be present in soils to be used as sub grades and backfills. The loss on ignition test is the most widely used technique for measuring organic content. However, especially for low organic content soils, this method can lead to significantly overestimate the true organic content. As a …


Worker Injury Prevention Strategies, Carlos A. Ferreira-Diaz, Alma Torres-Zapata, Christopher A. Nanovic, Dulcy M. Abraham Sep 2009

Worker Injury Prevention Strategies, Carlos A. Ferreira-Diaz, Alma Torres-Zapata, Christopher A. Nanovic, Dulcy M. Abraham

JTRP Technical Reports

As the trend of increased highway construction and/or rehabilitation continues to grow, the public often demands that delays in work zones be kept to a minimum. Thus, the flow of traffic through the construction zone must be maintained while performing pavement maintenance/ repair/ reconstruction activities. At the same time, the safety of personnel and property in highway construction work zones must be ensured. Three types of risks are encountered by construction and maintenance workers in construction workzones: (a) risks due to underprotection or lack of protection against potential hazards (including lack of hearing protection, eye protection, respiratory protection); (b) effect …


Handbook For Temporary Traffic Control - Construction, Maintenance, And Utility Operations, Indiana Ltap Aug 2009

Handbook For Temporary Traffic Control - Construction, Maintenance, And Utility Operations, Indiana Ltap

Indiana Local Technical Assistance Program (LTAP) Publications

This handbook gives the basic principles and provides examples for the design, application, installation, and maintenance of the various types of traffic control devices used in temporary traffic control or for incident management. The guidelines presented are in accordance with the standards provided within the Indiana Manual for Uniform Traffic Control Devices (IMUTCD). This handbook is based upon one created by the Ohio Department of Transportation, Guidelines for Traffic Control in Work Zones. Indiana LTAP expresses thanks to ODOT for their permission to reprint this material.


Verification Of Lrfd Bridge Design And Analysis Software For Indot, Amit H. Varma, Jungil Seo Aug 2009

Verification Of Lrfd Bridge Design And Analysis Software For Indot, Amit H. Varma, Jungil Seo

JTRP Technical Reports

NCHRP Process 12-50 was implemented to evaluate and verify composite steel I-girder bridge design software used commonly in Indiana. A test-bed of twenty one bridges was developed with the guidance from an Indiana Department of Transportation appointed research advisory panel (RAP). The test-bed included five simple-span and sixteen multi-span bridge superstructures. More than 80 parameters were required to define a bridge and they include bridge span, girder spacing, number of beams, section type, steel strength, girder sections, and other required bridge parameters. Some of these parameters were initially selected by INDOT and practitioners.

An indigenous computer program PURDUE CSBD was …


Effects Of Bypasses, Jon D. Fricker, Joshua B. Mills Aug 2009

Effects Of Bypasses, Jon D. Fricker, Joshua B. Mills

JTRP Technical Reports

This study aims to investigate the long-term impacts of bypasses on small- and medium-sized communities in Indiana. Interviews were conducted with community officials and individuals familiar with the history of each bypassed community. Statistical models were developed to analyze economic impacts across a number of key indicators including payroll and employment in various industry sectors. Lessons learned from this study vary from county to county and across industry sectors. The findings of this study will be used to develop a concise guide that will provide guidance to both Indiana Department of Transportation (INDOT) officials and community officials as to how …


A Method For Accounting For Pile Setup And Relaxation In Pile Design And Quality Assurance, Prasenjit Basu, Rodrigo Salgado, Monica Prezzi, Tanusree Chakraborty Aug 2009

A Method For Accounting For Pile Setup And Relaxation In Pile Design And Quality Assurance, Prasenjit Basu, Rodrigo Salgado, Monica Prezzi, Tanusree Chakraborty

JTRP Technical Reports

When piles are installed by jacking or driving, they cause substantial changes in the state of soil located near the pile. These changes result from the complex loading imposed on the soil by expansion of a cylindrical cavity to make room for the pile, by multiple cycles of shearing in the vertical direction as the pile gradually moves down into the ground, and by the slow drainage associated with clayey soils. If a pile is load-tested a short time after installation, it will develop an axial resistance that reflects the existence in the soil of the excess pore pressures caused …


Review Construction Techniques For Accelerated Construction And Cost Implications, Joo Hyoung (Jay) Lee, Bob G. Mccullouch Aug 2009

Review Construction Techniques For Accelerated Construction And Cost Implications, Joo Hyoung (Jay) Lee, Bob G. Mccullouch

JTRP Technical Reports

Transportation construction activities on heavy traffic routes can be very disruptive to the system users due to lane closures, construction traffic, or reduced speed zones. Besides the driving public, local businesses are also affected by noise and air pollution, loss of access, or changing access routes. Thus, it is apparent that minimizing construction time will lessen these impacts. The primary objectives of this project are to explore some alternative methods to expedite construction time for particular project types whereby mitigating disruptions to the traveling public and to identify construction activities that can be accelerated by those selected methods. To accomplish …


Origin-Destination Tools For District Offices, Jon D. Fricker, Maria Martchouk Aug 2009

Origin-Destination Tools For District Offices, Jon D. Fricker, Maria Martchouk

JTRP Technical Reports

Understanding through trip patterns is crucial when making decisions concerning a traffic diversion strategy, such as whether to build a highway to bypass a city. While conducting a vehicle license plate origin-destination survey may be the most accurate way to estimate through trip patterns, many small communities may be unable to bear this cost. Thus, a simple and affordable sketch planning tool to estimate through trip movements would be useful. Three through trip estimation methods that have been used or published are Modlin’s method, Anderson’s method, and subarea analysis. Subarea analysis, while an effective tool, requires personnel with knowledge of …


Creation Of A Committed Johnsongrass Area And Implementation Study, D. James Morre Jul 2009

Creation Of A Committed Johnsongrass Area And Implementation Study, D. James Morre

JTRP Technical Reports

This project was to develop a committed roadside Johnson grass research area with controlled mowing and date of spraying adjacent to US 63 from I 74 south to JCT US 36 and to continue studies of a cold-adapted Johnson grass ecotype identified in the Northern-most tier counties in Indiana in an area adjacent to IN 23 between South Bend and New Liberty, IN. The cold-adapted Johnson grass provides a further threat of encroachment of roadside-established Johnson grass onto adjacent cropland of considerable potential economic consequence.

Completed was a 3-year study with Roundup alone and in combination with Outrider either as …


The Impacts Of Biofuels On Transportation And Logistics In Indiana, Frank Dooley, Wallace Tyner, Kumares C. Sinha, Justin Quear, Lydia Cox, Maria Cox Jul 2009

The Impacts Of Biofuels On Transportation And Logistics In Indiana, Frank Dooley, Wallace Tyner, Kumares C. Sinha, Justin Quear, Lydia Cox, Maria Cox

JTRP Technical Reports

Like the rest of the US, the ethanol industry in Indiana has rapidly expanded, growing from one plant in 2006 to a projected 13 by 2010. One result of this expansion is that truck and rail traffic flows in Indiana are shifting, as more corn and beans are processed in state. Most of the change in transportation requirements will likely be concentrated in regions of Indiana where the ethanol plants are constructed.

The goal of this work was to determine how the entry of ethanol and biodiesel plants changes the inbound and outbound transportation flows of corn, soybeans, DDGS, and …


Construction Costs - Using Federal Vs. Local Funds, Varun Kishore, Dulcy M. Abraham Jul 2009

Construction Costs - Using Federal Vs. Local Funds, Varun Kishore, Dulcy M. Abraham

JTRP Technical Reports

Costs of highway construction projects have been rising with rising prices of construction materials such as asphalt, concrete and steel. Identifying cost saving strategies is one of the ways of efficient utilization of available funds (federal and local) by the state Department of Transportations (DOTs) and Local Public Agencies (LPAs). A case study comprising of a sample pair of projects (a federal-aid project and a 100% locally funded project) constructed in Elkhart County, Indiana was undertaken to compare construction costs when sources of funding vary. Based on analysis of cost details from these two projects and discussions with the general …


Real-Time Socio-Economic Data For Travel Demand Modeling And Project Evaluation, Kevin M. Ford, Jon D. Fricker Jul 2009

Real-Time Socio-Economic Data For Travel Demand Modeling And Project Evaluation, Kevin M. Ford, Jon D. Fricker

JTRP Technical Reports

Small and medium-sized communities often lack data that are complete, current, representative of the community, and appropriate for the travel demand models/software to be applied. To aid such communities, this research was conducted to meet the following objectives:

(1) Identify and facilitate the communication of data that is updated more frequently than the Decennial Census for Indiana Travel Demand Models;

(2) Allow the use of cross-classification techniques within trip generation for planning organizations that lack the time and resources to conduct travel demand/household surveys;

(3) Evaluate the sensitivity of travel demand model outputs to varied parameters and inputs so as …


Effectiveness And Service Lives/Survival Curves Of Various Pavement Rehabilitation Treatments, Panagiotis Ch. Anastasopoulos, Fred L. Mannering, John E. Haddock Jun 2009

Effectiveness And Service Lives/Survival Curves Of Various Pavement Rehabilitation Treatments, Panagiotis Ch. Anastasopoulos, Fred L. Mannering, John E. Haddock

JTRP Technical Reports

The pavement analysis in this study considers various combinations of pavement rehabilitation treatments (two-course HMA overlay with or without surface milling, concrete pavement restoration, three-course HMA overlay with or without surface milling, three-course HMA overlay with crack and seat of PCC pavement and 3-R and 4-R overlay or replacement treatments). Six road functional classes (rural and urban of interstates, non-interstates of the NHS, and non-interstates non-NHS) are considered. This allows for estimation of the performance and service life of the pavement, corresponding to each treatment and road functional class. Main findings;

• More than 95 percent of the data points …


The I-70 Greenfield Rest Area Wetland Projects, Shih-Chieh Kao, Ting Pong Chang, Rebeka Sultana, Thomas Konopka, Rao S. Govindaraju, Barry Partridge May 2009

The I-70 Greenfield Rest Area Wetland Projects, Shih-Chieh Kao, Ting Pong Chang, Rebeka Sultana, Thomas Konopka, Rao S. Govindaraju, Barry Partridge

JTRP Technical Reports

On-site treatment of wastewater at highway rest areas poses some unique and difficult challenges because of the rural locale, high variability in wastewater flow rate and strength, and lack of knowledgeable personnel on-site. As a potential alternative, a constructed subsurface wetland system was built at the I-70 rest stop nearby Greenfield, Indiana, in 2003. This wetland system, mainly composed of three wetland cells, also includes draw-and-fill and recirculation mechanisms to increase oxygen transfer to the wastewater and improve the overall treatment performance. Special considerations for highway rest areas have been emphasized. A dynamic hydraulic model was developed to help characterize …


Practices For Seamless Transmission Of Design Data From Design Phase To Construction Equipment Operation: A Synthesis Study, Philip S. Dunston, James Monty May 2009

Practices For Seamless Transmission Of Design Data From Design Phase To Construction Equipment Operation: A Synthesis Study, Philip S. Dunston, James Monty

JTRP Technical Reports

The Indiana Department of Transportation (INDOT), in response to requests from the construction contracting community, has chosen to examine how to facilitate their contractors’ use of three-dimensional machine control (3D-MC) systems, especially GPS-based systems. INDOT recognizes that the prerequisite 3D project model, if available in its intelligent electronic form, may be leveraged by both INDOT and its project partners to automate the performance of tasks other than construction. Therefore, INDOT was compelled to initiate this study to investigate the state of technology and the experiences of other state transportation agencies (STAs) and to synthesize that information to formulate recommendations for …


Earthquake Resistance Of Integral Abutment Bridges, Robert J. Frosch, Michael E. Kreger, Aaron M. Talbott May 2009

Earthquake Resistance Of Integral Abutment Bridges, Robert J. Frosch, Michael E. Kreger, Aaron M. Talbott

JTRP Technical Reports

intermediate length bridges. Integral abutment construction eliminates joints and bearings which reduce long-term maintenance costs. However, in the absence of joints and bearings, the bridge abutments and foundations must be able to accommodate lateral movements from thermal expansion and contraction of the superstructure and from seismic events. Previous research has focused on the response to thermal expansion and contraction. The current research examines the response of integral abutment bridges to seismic loading. A field investigation was conducted to examine the response of an integral abutment to lateral loading from thermal expansion and contraction. The results were used to calibrate analytical …


Needs Assessment For Local Roads And Streets 2009, Indiana Ltap Apr 2009

Needs Assessment For Local Roads And Streets 2009, Indiana Ltap

Indiana Local Technical Assistance Program (LTAP) Publications

This report presents the results of a study whose objective was to use the condition of local transportation infrastructure to identify the funding level required to maintain the infrastructure and then compare this with existing funding to determine the adequacy of the current funding. The basic finding of the study is evidence that there is a severe shortage of funds to adequately maintain local transportation facilities.