ASC Proceedings of the 45th Annual Conference
University of Florida - Gainesville, Florida
April 1 - 4, 2009
Research in Progress - Abstracts
 
1. Post Tension Cable Chair – The P.T. Jaw
2. Using Six Course Brick Wall Specimen To Illustrate Lateral Load Transfer To Students in Construction Management
3. Using the Building Information Modeling for Design Decisions in a Sustainable Context
4. International Transfer of Environmentally Sound Construction Technologies
5. A Meta-Data Model for Representing the Issue of Highway Construction Disputes
6. Building Information Modeling in Today’s University Curriculum
7. Assessment of Methods for Adjusting Construction Cost Estimates by Geographical Location
8. A Meta-Data Model for Representing Issues of Highway Construction Disputes
9. The Use of a Building Information Model for University Facility Managers
10. The Effects of Construction Sequencing and Equipment Selection on Measured Strut Loads for a Deep Retained Excavation
11. The Behavior of a Deep Retained Excavation in Soft San Francisco Bay Mud
12. Investigation of Challenges and Practices in Post-Hurricane Reconstruction in the Commercial Sector of the Southeast Region of the United States
13. Certified Professional Construction (CPC) Level I Exam: How does it align with Construction management curriculum?
14. CM students’ Construction Experiences, Learning styles, and Their Correlation with Performance in BIM
15. In Time of War: The Emergency Repair of London’s Dwellings Following the Damage Caused by Flying Bombs and Rockets During the Second World War
16. Reused and Recycled Contents in Commercial Buildings
17. A Study of Waste Management Differences in Construction Industry Sectors
18. Stakeholder-based Life Cycle Assessment: Application in Sustainable Settlement Planning and Implementation
19. Automated Selection of Cost Assemblies Based on the Integration of “Green” Features with Design Requirements
20. Plastic and Hardened Properties of Self-Consolidating Concrete Formulated for High Sustainability
21. Relationship between the Physical Characteristics of a Higher Educational Facility and Student Attitudes About the Quality of the Learning Environment
22. Life Cycle Cost Analysis of Occupant Well Being and Productivity in LEED® Buildings
23. Assessment of the Correlation between Intern Experiences with Academic Performance in CM Students
 
Research in Progress - Abstracts

 

Post Tension Cable Chair – The P.T. Jaw

Eric M. Wetzel, LEED-AP and C. Ben Farrow, P.E.
Auburn University
Auburn, Alabama

Industry professionals have indicated that existing chairs for post-tensioned tendons shift during concrete placement and cannot be located easily once the concrete has cured.  In response, a new post-tensioned cable chair has been developed.   The new chair has an adjustable and sturdier base, pinned connection, and a clamping device to hold the tendons in place.  The chair has arrows at the base that attach to the formwork for locating the tendons after the concrete has cured.  The research performed had two major purposes.   First, the research sought to determine if construction professionals were dissatisfied with the current method for placing and locating post tension tendons in a slab.  Second, the research sought to determine if the new post tension cable chair is viable and efficient for placing and locating the tendons in the slab.  The study used focus groups of construction professionals to determine results.  Focus groups consisting of engineers, post tension experts, “rodbusters”, project managers, and superintendents were held in two major Southeastern cities.  The focus group liked elements of the chair such as the tendon clamp and adjustable height, and improvements were recommended for the pinned connection and base.  This poster summarizes these focus group findings.

Keywords: Post tension cables, PT chair, Post tensioned slab

 
     
 

Using Six Course Brick Wall Specimen To Illustrate Lateral Load Transfer To Students in Construction Management

Ausbra E. McFarland, Ph. D.
Northern Kentucky University
Highland Heights, KY


Walls must resist applied lateral loads and transfer them down to the ground.  Load transfer occurs via shear through the actions and interaction of the masonry units, mortar, and when used, grout and reinforcement.  Most students quickly grasp gravity load transfer concepts; however, lateral load transfer concepts are not as easily understood.  Square assemblies loaded along their diagonals are used to illustrate lateral load transfer, bond, and shear in masonry walls to first year construction management students.  Assemblies examined will include plain masonry, grouted masonry, reinforced masonry, and veneer.  Masonry is a composite construction material comprised of individual masonry units and a binder material, usually mortar; thus, it is only as strong as its weakest link.  Students will determine material properties using the governing ASTM procedures and the assemblies’ expected failure load using ACI 530.  Assessment methods will include comparisons of expected and actual failure loads, examinations of the failed assemblies, and observations of each assembly’s performance during testing.  The tests demonstrate that the weak link and/or limiting factor for lateral load transfer can be the mortar joint and/or the masonry unit/mortar connection, and that failure and/or performance of walls can be impacted both positively and negatively by construction workmanship.

Keywords: Lateral Load Transfer, Shear, Bond, Masonry Wall Assemblies

 
     
 

Using the Building Information Modeling for Design Decisions in a Sustainable Context

Sandeep Shrivastava, M.Tech, LEED AP and Abdol R. Chini, Ph.D, P.E.
M.E. Rinker, Sr. School of Building Construction-University of Florida
Gainesville, Florida

Building information modeling (BIM) is an innovative approach to building design, construction and management. In addition to its visual and coordinating capability, a BIM tool has potential to be utilized as a decision-making tool for environmental performance of various models. It is desirable that environmental performance indicators be considered while finalizing designs. This could be accomplished by adding additional parameters such as embodied energy, reusability, deconstructability, and recycled content to the material data library. At present, most BIM tools provide data to be exported to other sustainability analysis tools, but do not provide sustainability parameters required to assess environmental performance of various alternative designs. Moreover, in most cases the exported data needs to be modified to match input format for sustainability analysis tools. This study is an effort to explore power of BIM to provide and analyze environmental parameters attributed to materials. Parameters will be introduced into properties of materials to allow calculating the initial and recurring embodied energy of each building design. The outcome will support the decision-making process to select environmental friendly design. Using BIM for environmental performance one can make a change and be able to understand, in real time, the effect of change in terms of various environmental factors associated with material selection in a building.

Keywords: Waste, Building Information Modeling, Sustainable Design, Environmental Performance

 
     
 

International Transfer of Environmentally Sound Construction Technologies

Ehsan Nasri and Abdol R. Chini
University of Florida,
Gainesville, FL


Construction is one of the largest industries in the world with arguably the greatest environmental impact. It is responsible for a considerable amount of CO2 emissions, a high percentage of all surface mineral extraction, and a large portion of all waste sent to landfill.  Green construction aims to use less virgin material and less energy, and cause less pollution and less waste in the construction of the built environment.  For the last two decades, countries with developed market economies have built up appropriate tools and technologies for the design and construction of a green built environment. Adoption and implementation of these technologies in developing countries has become an important policy concern for many decision makers. The process is complex with respect to the appropriateness of these tools considering indigenous materials and technologies currently being used in developing countries and their financial conditions. This study explores the different dimensions of enhancing the efficiency and competence in successful transferring and localization of green construction technologies. This will be accomplished by categorizing available green construction technologies and identifying targeted developing countries for implementation. For each targeted country, the desired mix of new technologies will be identified based on the country’s unique climate, building stock, energy sources, stage of development, and social, economic, and political priorities. Barriers to technology transfer between countries will be identified and successful approaches to overcome those barriers will be suggested.

Keywords: technology transfer, green technologies, sustainability, developing countries

 
     
 

A Meta-Data Model for Representing the Issue of Highway Construction Disputes

Yueren Wang and Yimin Zhu
Florida International University,
Miami, FL


Due to unstructured text in construction dispute issue, it is difficult for computers to to automatically extract information and knowledge embedded. For example the issue of a dispute may have various ways to express and understand, this problem may potentially prevent computer technology from effectively helping construction professionals to process, manage, and analyze various disputes. Based on reviewing 350 highway DRB (Dispute Review Board) report issues from FDOT, this research intends to develops a generic meta-data model which can represents most claim issues into major aspects, i.e., initiators, severity, sources (causes), and claim types. In addition, associated terminology is developed in order to provide a logic basis for classification, categorization and analysis of disputes. The meta-data model may help industry practitioners describe and analysis the issue of dispute cases automatically. Such as identifying similar disputes by comparing meta-data, and discover most common sources of claims by using computer statistical analysis. Furthermore, the meta-data model can be used to facilitate the application of text mining techniques which will use to discover information and knowledge related to entire DRB claims report in the future.

Keywords: Unstructured Text, Metadata, Highway Claim Issue, Generic Mode

 
     
 

Building Information Modeling in Today’s University Curriculum

Allan Chasey PhD P.E., Chris Pavelko EIT, and Scott Root AIA LEED AP
Arizona State University
Tempe, Arizona


Building Information Modeling (BIM) is an approach gaining traction in the architect, engineer and construction (AEC) industry.  BIM combines a virtual model with all aspects of a project, from design to construction, including cost and scheduling. FIATECH, an industry consortium, understands that a technology enabled workforce is required to ensure more cost effective construction. The shortage of experienced construction personnel in the usage of BIM leads to an expectation that construction management graduates must be better prepared to enter the workforce. BIM’s perceived advantage is a smart model that will decrease the challenges that occur during construction, increase the communication between all parties of the design and construction phases, and provide an overall saving of time and money. Since BIM is an important tool currently being used in the construction industry and an increased use is foreseen, a segment of the industry, including several members of FIATECH, was surveyed to understand the industry requirements. An additional survey for several schools which teach construction was also developed to better understand what techniques are being used to teach BIM and how they can be utilized to develop new teaching methods. This presentation will outline the industry requirements and propose ways to implement BIM in the construction management curriculum.

Keywords:  Building Information Modeling, Construction Education, Workforce Training BIM Curriculum.

 
     
 

Assessment of Methods for Adjusting Construction Cost Estimates by Geographical Location

Adam A. Martinez, Giovanni C. Migliaccio, Paul Zandbergen, and Su Zhang
The University of New Mexico
Albuquerque, NM


Conceptual cost estimates, fundamental to successful construction projects, are based on historical data, and thus it is necessary to adjust for different project specific characteristics such as location, time, and scope.  The primary research conducted involves location adjustment methodology.  The common practice for location adjustment includes a location cost index.  If a needed location is not offered in this index, the nearest available index value is used to represent it. However, the validity of this interpolation method has not been substantiated. With the aid of Geographical Information System (GIS) tools and data from RSMeans’ City Cost Index (CCI), we tested the spatial auto-correlation of proximity and the CCI values of the nearest available interpolation method at both national and state levels.  A comparison between state boundaries of the nearest available CCI value was conducted resulting in conditional and unconditional nearest neighbor methods. We compared the conditional nearest neighbor, unconditional nearest neighbor, and state average methods with actual data from commercial construction projects nationwide. The results demonstrate that the correlation between proximity and CCI value is significantly positive, meaning that proximity and CCI are directly correlated. In addition, the conditional nearest neighbor method produces the lowest mean, median, and standard deviation of error and provides for the best methodology.

Keywords: Construction Cost Estimation, Location Adjustments, City Cost Index, Geographic Information Systems.

 
     
 

A Meta-Data Model for Representing Issues of Highway Construction Disputes

Yueren Wang and Yimin Zhu
Florida International University, Miami, FL


DRB (Dispute Review Board) reports are typically prepared in text format, which makes it difficult for computers to automatically extract embedded information and knowledge. This problem may potentially prevent construction professionals from effectively processing, managing, and analyzing various disputes. The authors question whether a generic metadata model can enable computers to better manage claim issues. Base on the analysis of 350 highway DRB reports, the author argues that a dispute issue which usually represents a critical collection of information is always restricted in terms of its content. Consequently, some unstructured text such as the issues can be described by certain types of well-structured metadata. i.e., initiators, severity, causes, and claim types. In addition, a model-based classification is applied by this study to manage a large set of dispute reports and support lessons-learnt. With this meta-data model, industry practitioners can extract useful information such as similar disputes and most common claim causes. In the future, the model can be used to facilitate the application of text mining technique which may be used to discover information and knowledge in claim processing.

Keywords: Unstructured Text, Metadata, Highway Claim Issue, Generic Model

 
     
 

The Use of a Building Information Model for University Facility Managers

Joseph W. Thuston
Auburn University
Auburn, AL


The purpose of this case study is to examine the use of BIM in the facility maintenance and operations phase of a building’s life-cycle at a large US university. Upon completion of a building, the builder hands off an enormous amount of project information to the owner/operator, including as-built plans, equipment information and warranties. The owner/operator then spends an immense amount of time and money sorting and organizing these numerous documents in order to implement the information into an operations and maintenance system. Due to the flaws in this process, the information being handed off by the builder is often incomplete, and the means by which the owner/operator organizes the information is often inefficient. Our research will attempt to determine if the use of a BIM based facilities management process can make the facilities management system of this large university more efficient. Our research team intends to accomplish this by working with the University’s Facility’s Division and studying the Divisions current methods of facilities management. Our team will then use building information modeling to supplement the current methods of facilities management.

Keywords: building information modeling, facilities management, building life-cycle

 
     
 

The Effects of Construction Sequencing and Equipment Selection on Measured Strut Loads for a Deep Retained Excavation

Gregory P. Wilson, Ph.D., P.E.
Texas A & M University-Commerce
Commerce, TX


Uncertainties involving the behavior of the soil masses surrounding large strutted excavations both during and following construction operations are typically taken into account during the design and planning stages of a project.  Very conservative methods of estimating soil parameters and the resulting lateral earth pressures in addition to construction techniques that may be costly and provide little assurance of structural performance are often employed. This paper presents the measured performance of a deep retained excavation in addition to the impact of construction techniques on these measurements.  A detailed description of the instrumentation used to measure and monitor strut loads, phreatic surface movement, and sheet pile deflections are presented with specific emphasis placed on the measured strut loads with respect to the associated construction and excavation equipment used.  The sequence of construction was closely monitored during the installation of four levels of struts and the associated walers and additional internal bracing.  The strut loads, the sequencing of construction equipment, the excavation configuration at all levels when evaluated with respect to the inclinometer, surveying, and water table locations provided an excellent record of information with which to evaluate axial loading and bending stresses in the main cross-lot struts.

Keywords:  Braced Excavation, Construction Sequencing, Field Measurements, Lateral Earth Pressures

 
     
 

The Behavior of a Deep Retained Excavation in Soft San Francisco Bay Mud

Gregory P. Wilson, Ph.D., P.E.
Texas A & M University-Commerce
Commerce, TX

Braced cuts and deep retained excavations in varying soil conditions to permit the construction of subsurface structures have long been a major concern of geotechnical engineers.  Site congestion, access and protection of public utilities present design and construction problems unique to this type of structure.  This five-part study was done to further investigate the behavior of such an excavation and improve upon existing techniques for estimating the magnitude of the transitory forces in these structures.  This fully instrumented project was located in San Francisco Bay mud, measured 150’ by 200’ by 60’ and provides the measured data with which to compare the load predictions made during the research.  A finite element model was developed to replicate the bracing system for use in predicting strut loads by applying earth pressure models proposed in the literature in addition to a new model developed and presented for this study.  Bending stressed were measured in addition to axial loading and presented with respect to various earth pressure coefficients, pore pressures, and reshaped earth pressure diagrams. Numerous comparisons were presented evaluating the performance of five earth pressure models and recommendations with future studies identified.

Keywords:  Braced Excavation, Soft Clays, Field Measurements, Lateral Earth Pressures

 
     
 

Investigation of Challenges and Practices in Post-Hurricane Reconstruction in the Commercial Sector of the Southeast Region of the United States

Suchayita Bhattacharjee, MSCM,
and Sarel Lavy, Ph.D.
Texas A&M University
College Station, Texas

Charles W. Graham, Ph.D
University of Oklahoma
Norman, Oklahoma


The research addresses the challenges faced by commercial contractors during the recovery and rebuilding process after hurricanes that struck the southeast region of the U.S. in 2004-2005 hurricane seasons, as well as the practices used to deal with these challenges. Based on a comprehensive literature review, site logistics, material transportation, labor, political influences, building permits, and site location were identified as the six major challenges for post-hurricane reconstruction. Surveys were sent out to 450 contractors involved in post-hurricane reconstruction in the southeast states of the U.S., out of which 51 responses were collected. The data collected was analyzed using a Kolmogorov-Smirnov statistical test. The analysis showed three of those challenges - site logistics, labor, and material transportation as being major challenges among the respondents. Based on the responses and results of the survey, recommendations such as implementing basic practices like planning, scheduling, coordination, supply chain management, and use of experienced site personnel for dealing with these challenges was proposed. The study plan is to conduct personal interviews focusing on a few of the projects currently ongoing in the southeast region of U.S.A. to gain more insight into the three major challenges that surfaced in the study. These interviews will investigate contractors’ perceptions of time, cost, and quality of the work performed in these regions in relation to the three major challenges, as identified above. Findings will be analyzed so that contractors can get a better idea about the possible improvements that can be made, if they are better prepared for post-hurricane reconstruction projects.

Keywords: Contractors, Hurricanes, Challenges, Practices, Recovery

 
     
 

Certified Professional Construction (CPC) Level I Exam: How does it align with Construction management curriculum?

Daphene C Koch, PhD and Gregory C Lasker
Purdue University
West Lafayette, IN


One construction management department has been utilizing the Certified Professional Construction (CPC) Level I Exam as a tool to asses the overall knowledge of a senior student in the program. The exam has been considered like the final for a course and was worth 25% of the grade. At this time, the students are not required to have any minimal score, but very few students have failed during the years that the test has been given. Data has been collected since the fall of 2004 to record the student scores. This data will be compared to student GPA, department curriculum changes, and department administrative changes to determine if there are trends. Comparisons for specific exam areas will be examined to compare any curriculum changes that might have increased or decreased student scores. General questions for the research include, Are there any trends? Are there any major strengths / weaknesses common in the students? Are there any effects from major changes in the curriculum? Are there any effects from major changes in the department?

Keywords: Student assessment,  Construction management Curriculum

 
     
 

CM students’ Construction Experiences, Learning styles, and Their Correlation with Performance in BIM

Jeong-Han Woo, Ph.D.
Milwaukee School of Engineering
Milwaukee, WI


With the proliferation of BIM (Building Information Modeling) technologies, much has been written about the potentials of BIM, yet few have considered the questions of how students learn them in the classes. A case study is being conducted in an undergraduate level class in order to observe the relationship between students’ learning style, construction experiences and performance in BIM. Other variables controlled in this study include knowledge gathering attitudes and previous CAD and BIM training, and confidence in construction knowledge. 79 freshmen students who currently enrolled in the construction management program at Milwaukee School of Engineering participated over the course of one quarter in this study. The participants were asked to complete a questionnaire at the end of the course. Observational data will also be collected through content analysis to supplement internal validity of quantitative data. Their modeling performance will be measured by BIM test scores. To objectively evaluate students’ performance in BIM, students’ modeling artifacts will be independently evaluated by 3rd party engineers and professors who are not directly involved in the class.  The results of this study will be beneficial for the CM programs to develop BIM components in relations with students’ learning styles and their construction experiences.

Keywords: Building Information Modeling; Learning Style; Construction Experience

 
     
 

In Time of War: The Emergency Repair of London’s Dwellings Following the Damage Caused by Flying Bombs and Rockets During the Second World War

Lauren M. Wybenga and Richard Burt, PhD, MRICS, LEED AP
Auburn University
Auburn, Alabama


From June 1944 to March 1945, London experienced the vengeance weapon attacks from Nazi Germany. The damage caused by the flying bombs and rockets to buildings in London was one of the many effects of the air raid attacks.  The construction industry was charged with mitigating the effects of the bombings as rapidly as possible. Lord Woolton, the Minister of Reconstruction, made the following statement: “The major job [repairing the war damaged houses] lies with the contractors and the workmen who are engaged on the task of repairs” (National Archives IR 124/471, 1944).  This project investigates how and why the construction industry accomplished the necessary repairs from Hitler’s vengeance weapons in London during the latter part of the Second World War.  By analyzing post war government reports, case studies of individual bomb sites and primary source material held in various archives in the United Kingdom, the story of an historic disaster response undertaking can be told. Specific issues addressed in the research include damage inflicted by the bombings, assessment of the damages, repair of the damages, and factors affecting the repair of the dwellings such as labor, materials, welfare, and regulatory framework under which the work was carried out.

Keywords: World War II, Air Raid, London, Construction, Repairs

 
     
 

Reused and Recycled Contents in Commercial Buildings

Benedict D. Ilozor and Tarik Dallal
Eastern Michigan University
Ypsilanti, MI


There is currently minimal reuse of materials or use of recycled contents in new commercial buildings. Their use is limited somewhat by architects and builders not designing and building for non-destructive deconstruction.  Reusing materials or using recycled materials is often viewed as prohibitive in costs. The aim of this study is to determine the extent and limitations of material reuse and the use of recycled materials in commercial buildings, and to offer possible ways to increase adoption of this practice. The methodology adopted for this study was structured interviews and descriptive analysis of reused and recycled materials in commercial buildings as ascertained from responsible construction companies through their construction project managers. The key results suggest that, from the point of view of builders, architects/engineers have the greatest impact on material reuse and the use of recycled contents. The 32 projects examined were built between 1995 and 2008, and it was not until 2000 that reused materials and recycled contents began to feature in these constructions. However, the major problem limiting material reuse and recycling is the trend of designing and building with little consideration for deconstruction and reuse. These findings have implications for integrating deconstructive reuse in designing and building commercial and other buildings, and increasing the amount of recycled contents being used, including the consideration of reuse and recycled contents at the planning stages of projects, as well as the need for more on-site recycling.

Keywords: Building, Materials, Deconstruction, Recycle, Waste Management

 
     
 

A Study of Waste Management Differences in Construction Industry Sectors

Benedict D. Ilozor
Eastern Michigan University
Ypsilanti, MI


Waste is a great problem in the world of construction. If dealt with appropriately, there can be many benefits, including lower overall cost, faster production, a higher quality, and more sustainable buildings. It is speculated that resources for managing waste would vary among construction sectors – residential, commercial, industrial, and infra-structural. Capital base may also control waste management behavior. Hence, this study, while seeking to ascertain the key sources of waste, aims to determine whether waste generation varies with the type and size of the constructions. A sample of 30 general contractors was studied, and two null hypotheses on waste generation and minimization differences were tested using the Kruskal-Wallis H test. It was hypothesized that there will be no difference in the mean ranking of rated waste behavior among construction companies of varying capital bases, or among differing construction sectors. Although subtle shifts were observed in the aspects of waste behavior that seemed predicated on construction sectors and capital, to some extent the proposition that the construction type and size can influence waste generation and minimization was validated. Based on this study, some solutions are provided as viable avenues to managing and minimizing construction waste.

Keywords: construction sectors, waste minimization

 
     
 

Stakeholder-based Life Cycle Assessment: Application in Sustainable Settlement Planning and Implementation

Lanka Thabrew, MS and Robert J. Ries, Ph.D., RA
University of Florida
Gainesville, Florida


According to the targets set for environmental sustainability under the United Nation’s Millennium Development Goals, improving livable environments for millions of slum dwellers around the world is recognized as a priority in achieving the goals such as eradicating extreme poverty, reducing child mortality, and combating diseases.  In the development country contexts, the common observation is that basic sanitation, infrastructure, social services, and livelihood opportunities are not well-integrated in the settlement planning. Examining all phases and aspects of settlement planning and cross-sectoral collaboration in addressing these interlinked issues are not promoted in the contemporary planning processes. The fundamental concept of life cycle thinking has the immense potential to be meaningfully and logically used in sustainable settlement planning, given the growing attention on holistic thinking and the need for cross-sectoral integration in the development field.  Its importance lies in the methodological flexibility in identifying life cycle activity phases, mapping stakeholder involvement across sectors, and developing context specific economic, social and environmental indicators that can help stakeholders visualize a broader systems perspective of both pressing issues and feasible improvements.  A life cycle assessment based framework was developed and applied in a pilot case-study conducted in a tsunami affected village in Sri Lanka for guiding sustainable post tsunami reconstruction.

Keywords: Life Cycle Assessment, Cross-sectoral Collaboration, Development Planning, Settlement planning, Reconstruction

 
     
 

Automated Selection of Cost Assemblies Based on the Integration of “Green” Features with Design Requirements

Gulbin Ozcan, M.S and Yimin Zhu, Ph.D
Florida International University
Miami, Florida


Sustainability development brought the need for specialization in green building. Green building designs are based on increasing the efficiency of resources used in a structure while decreasing its negative impact on people and the planet. In order to achieve long term economic gains simultaneously in terms of environmental and social aspects, “green” features must be analyzed from a cost perspective, minimally the initial investment cost. Providing an accurate cost estimate is a challenging process during the early project design phase, as the determination and integration of “green” features and design requirements needs extreme attention. Assembly cost estimating is a typical method for developing accurate cost estimates in the early design phase due to its flexibility to accommodate design changes and capability to provide detailed estimates based on reasonable scope assumptions. In this study, a computer-based system will be proposed to help users in the integration of building assemblies and performance factors of “green” features and determination of the cost of various alternatives for achieving certain “green” features. Within the context of this research, the generic “green” indicators and the conceptual representation of design requirements will be analyzed with assembly cost estimates by the adoption of formal concept analysis.

Keywords: Sustainability, Green Building, Assembly Cost Estimation, Knowledge Representation, Formal Concept Analysis

 
     
 

Plastic and Hardened Properties of Self-Consolidating Concrete Formulated for High Sustainability

Joe D. Wills, BChE, MBA, P.E.
University of Florida
Gainesville, Florida

Proposed research will evaluate the plastic and hardened properties of self-consolidating concrete (SCC) formulated for maximum sustainability achieved by minimizing ordinary Portland cement (OPC) content and maximizing mineral admixtures such as blast furnace slag.  Applications of gypsum-free Portland cement and/or accelerators will be evaluated for their prospective compensating affects on the longer curing times associated with cement blends containing blast furnace slag and/or other cementitious materials.  Advancement of knowledge presupposes that quality control of rheological properties is critical to the production of any SCC whose formulation is especially sensitive to small changes in mix proportions such as any SCC requiring a high-range water reducing admixture (HRWRA) and/or a viscosity-modifying admixture (VMA).  Therefore, for the evaluations of fresh properties it is intended that the traditional indirect qualitative methods for measuring workability will be supplemented with a quantitative and more direct methodology utilizing a portable concrete rheometer to measure the rheological properties of yield stress and strain for the determination of plastic viscosity.  Specimens will be prepared, cured and tested in accordance with ASTM standards and ACI guidelines. The rheological data obtained will be compared and prospectively correlated with the data obtained from traditional workability tests.

Keywords: concrete, rheology, self-consolidating, slag, sustainable

 
     
 

Relationship between the Physical Characteristics of a Higher Educational Facility and Student Attitudes About the Quality of the Learning Environment

Carla Lopez del Puerto
St. Louis University
St. Louis, MO


In recent years there has been an increased concern over the adequacy of educational facilities to create an environment that is conducive to learning and their impact on educational outcomes. Research has shown that student educational outcomes are heavily influenced by the perceptions created by the physical environment in which they must learn. University policy makers must decide between allocating precious funding to upgrade their current facilities or to use those funds to invest in other ways like professional development, or new technology. This research investigates how the following factors of the physical environment: lighting, acoustics, temperature and air quality, and color influence perceptions of their classrooms and thus influence student attitudes about the quality of their graduate school programs. It reports the results of technical measurements and linkages with the perceptions of ex-students who utilized them. Understanding the influence of the physical environment will furnish facility managers measurable physical metrics that can be used to identify those educational spaces that are having an adverse impact on learning and exactly what systems/areas are the greatest contributor to negative student perceptions. This allows the institution to make the best possible allocation of resources to improve a facility and enhance its sustainability.

Keywords: educational facilities, alumni’s attitudes, facility management

 
     
     
 

Life Cycle Cost Analysis of Occupant Well Being and Productivity in LEED® Buildings

Amanjeet Singh and Matt G. Syal, Ph.D., LEED®AP
Michigan State University
East Lansing, Michigan

The building industry has been undergoing a transition towards sustainable/ green built environments.  As a result, green building rating systems such as LEED® guidelines, are gaining wider acceptance in the society. While a segment of green building literature presents the possibility of improvements in occupant well-being and performance resulting from such buildings, few researchers have substantiated these claims. In case of work environments, improvements in occupant well-being and performance may result in significant life-cycle economic gains for building owners/ investors. Hence, validation of such claims may provide a monetary basis for building investment decisions and impart further impetus to the green building movement.  The proposed research explores life-cycle economic impacts of green buildings on occupant well-being and performance through two case study office buildings.  The scope of the life-cycle cost analysis is limited to LEED®-IEQ (Indoor Environment Quality) credits.  It involves the determination of incremental first costs, as well as, benefits resulting from the occupant productivity improvements.  Employees in the case study office buildings are being surveyed in their existing buildings and then, three months after moving into the LEED buildings.

Key Words: Sustainable / Green Buildings, LEED Guidelines, Occupant Well Being, Productivity, Life-cycle Cost Analysis

 
     
 

Assessment of the Correlation between Intern Experiences with Academic Performance in CM Students

Na Lu Ed. D and Todd Dubois
Roger Williams University
Bristol, RI

This Numerous studies have shown internship experiences provide undergraduate students many benefits, including the opportunity to understand career path, future job placement, and increased students’ self-esteem (Senior, 1997; Hauck, 2000; Adcok, 2000; ENR, Oct 2001; Hager, 2005). However the effects of internship experience on students’ academic performance has not been fully explored in the construction education literature. This study aims to determine whether a correlation exists between students’ internship experiences and their academic performance. The researchers collected 180 self-administered surveys from the undergraduate students majoring in Construction Management at Roger Williams University. We will use the SPSS program to perform ANOVA, 2 tail T-test and correlation test to analyze the effect of internship on GPA and construction course performance. The researchers will also investigate the benefits and challenges of existing internship programs and discuss the protocol/model of assessing the students learning outcomes through internship program.

Key Words: Intern experience, construction management undergraduate education