The presentation is considered as a case study for construction project management . This case study is conducted on the Mall of Arabia in Egypt. It's illustrated general background for the management strategy in the constructed project through its initial, planning, implementing and finishing out the project procedure.
the Army Crew case study is answering tree questions:
1. Why does the Varsity (V) team lose to the JV Team? (critically analyze and be specific)
2. What should Coach P do on Tuesday? Why do you recommend this action? How should he implement this action? Be specific.
3. How would you compare the Army Crew team to other types of organizational teams? What are the similarities and differences?
The presentation is considered as a case study for construction project management . This case study is conducted on the Mall of Arabia in Egypt. It's illustrated general background for the management strategy in the constructed project through its initial, planning, implementing and finishing out the project procedure.
the Army Crew case study is answering tree questions:
1. Why does the Varsity (V) team lose to the JV Team? (critically analyze and be specific)
2. What should Coach P do on Tuesday? Why do you recommend this action? How should he implement this action? Be specific.
3. How would you compare the Army Crew team to other types of organizational teams? What are the similarities and differences?
Walton Boulevard Reconstruction, APWA Project of the YearOHM Advisors
http://www.ohm-advisors.com. An APWA award-winning project, reconstructing Walton Boulevard, in the City of Auburn Hills, was no easy task. Start with 1.5 miles of road, an old bridge over a major freeway, and three government owners. Then, throw in high priority federal and state funding deadlines and a five month schedule to complete. No problem. If you're OHM, and you're committed to Advancing Communities!
LEADERSHIP ROLES With a project of this magnitude, it .docxcroysierkathey
LEADERSHIP ROLES
With a project of this magnitude, it is important to have great leadership and communication.
The level of cooperation between the different agencies, contractors, and the public is
fundamental in having the project delivered on time. This project was led by Frank Gaines, who
is the lead bridge engineer for the city of San Diego for over 30 years. The project was awarded
to FlatIron West Inc. for the entire construction phase of the bridge. The traffic study was
performed by Rick Engineering and the bridge was designed by TYLIN International and led by
Project Engineer Kumar Gosh and Project Manager Jesus Garcia. The California Department of
Transportation is the primary owner of this project. Seaworld has a stake in this bridge because
they contributed $4.9 million to the project from their traffic mitigation fund. FlatIron
contributed to the schedule by updating the schedule when there were any delays such as
structural issues in the piles. An example is that the contractor had to perform a gamma test to
determine if there were any structural failures within the pile. The issue detected was a mixture
of slurry and concrete causing an inefficient consistency of the concrete. Due to this issue, the
project was delayed about a month and FlatIron had to update the delay. This delay depleted
most of the project float. Part of this delay was because once the workers made the mistake of
mixing the concrete, they decided to work on the next pile and not fix the first one. While
working on the second one, another structural issue happened and instead of fixing it they
wanted to continue with other piles. That is when Frank Gaines took initiative to tackle the
issues and instructed that the piles should be repaired before continuing.
Scheduling Contributors
● Owner: California Department of Transportation
● City Frank Gaines, Senior Bridge Engineer PE
● Contractors: FlatIron West Inc
● Traffic Study: Rick Engineering
● Bridge Designer:TYLIN INTERNATIONAL
● Project Engineer Kumar Gosh
● Project Manager Jesus Garcia
6
KEY PARAMETERS
It is common to experience delays in construction projects due to design faults, lack of team
accountability, resources and equipment management, etc. For the West Mission Bay Bridge
replacement project, one of their biggest conflict that affected the project schedule so far was
the construction of the concrete bridge piers. Since all of the live and dead loads of the bridge
are supported by its piers, it is crucial to construct them efficiently and safely. Equipment
failure and construction mistake should be taken into consideration when creating the
schedule. Any critical issue in equipment failure will likely take up all of the free float in the
schedule, and will not allow for any cushion for other potential delays. In this case, the project
suffered a significant delay because of a concrete pour mishap in one of its 24 ...
Proposal to reclaim Chicago's lakefront from the highway using immersed tunnelsJames Chuck
My exploration (and proposal) of how to improve Chicago's North Lake Shore Drive as a multi-modal transportation facility and reclaim the shoreline for the City and its Citizens.
A thoughtful and sustainable strategy to give urban shores and coasts a second chance
OTEC Presentation: Complete Streets for Akron's East End DevelopmentFrancesca Wagner
On October 25th, H.R. Gray's Director of Construction James Weber joined Bonnie Teeuwen, Director of Municipal and Transportation Engineering at Osborn Engineering, to present "Complete Streets for Akron's East End Development" at the Ohio Department of Transportation's OTEC conference. The presentation focused on the transformation of the six-lane, heavily traveled East Market Street using a "complete street" approach.
Congress Parkway Construction Overview, January 2010Daniel X. O'Neil
Congress Parkway improvement project
Michigan Avenue to Wells Street.
Includes history, background, project goals & scope, as well as schedule and public outreach tactics
In the United States, 53 percent of all the roads are unpaved. That translates into 1.6 million miles of unpaved roadways most of which are gravel roads. Currently they are being exposed to increased amounts of agricultural and industrial traffic. Also the problem of fugitive dust causes the loss of fine, binding material which increases the amount of floating aggregate and the tendency to develop washboards or corrugations. With use, fine and course portions of the aggregate segregate which also diminishes road performance. As the aggregate sources have been depleted and reduced in quality, unpaved roads increasingly have performance and economic challenges. The use of Recycled Asphalt Pavement (RAP) on gravel roads helps to improve the overall performance and life. Past studies also show substantial dust reduction when RAP is included in the road surface. However no clear relationship or methodology has been established to understand the connection between the RAP percentage and performance.
Off side fabrication and modular construction is not new but, the way it is been done nowadays has a quantitative and qualitative impact. Reducing time and cost has been more achievable because of it.
A attempt to inspire and motivate graduate students in american universities to think about our country. Frugal and Innovative thinking to improve conditions in our country.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
CW RADAR, FMCW RADAR, FMCW ALTIMETER, AND THEIR PARAMETERSveerababupersonal22
It consists of cw radar and fmcw radar ,range measurement,if amplifier and fmcw altimeterThe CW radar operates using continuous wave transmission, while the FMCW radar employs frequency-modulated continuous wave technology. Range measurement is a crucial aspect of radar systems, providing information about the distance to a target. The IF amplifier plays a key role in signal processing, amplifying intermediate frequency signals for further analysis. The FMCW altimeter utilizes frequency-modulated continuous wave technology to accurately measure altitude above a reference point.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
6th International Conference on Machine Learning & Applications (CMLA 2024)ClaraZara1
6th International Conference on Machine Learning & Applications (CMLA 2024) will provide an excellent international forum for sharing knowledge and results in theory, methodology and applications of on Machine Learning & Applications.
Using recycled concrete aggregates (RCA) for pavements is crucial to achieving sustainability. Implementing RCA for new pavement can minimize carbon footprint, conserve natural resources, reduce harmful emissions, and lower life cycle costs. Compared to natural aggregate (NA), RCA pavement has fewer comprehensive studies and sustainability assessments.
NUMERICAL SIMULATIONS OF HEAT AND MASS TRANSFER IN CONDENSING HEAT EXCHANGERS...ssuser7dcef0
Power plants release a large amount of water vapor into the
atmosphere through the stack. The flue gas can be a potential
source for obtaining much needed cooling water for a power
plant. If a power plant could recover and reuse a portion of this
moisture, it could reduce its total cooling water intake
requirement. One of the most practical way to recover water
from flue gas is to use a condensing heat exchanger. The power
plant could also recover latent heat due to condensation as well
as sensible heat due to lowering the flue gas exit temperature.
Additionally, harmful acids released from the stack can be
reduced in a condensing heat exchanger by acid condensation. reduced in a condensing heat exchanger by acid condensation.
Condensation of vapors in flue gas is a complicated
phenomenon since heat and mass transfer of water vapor and
various acids simultaneously occur in the presence of noncondensable
gases such as nitrogen and oxygen. Design of a
condenser depends on the knowledge and understanding of the
heat and mass transfer processes. A computer program for
numerical simulations of water (H2O) and sulfuric acid (H2SO4)
condensation in a flue gas condensing heat exchanger was
developed using MATLAB. Governing equations based on
mass and energy balances for the system were derived to
predict variables such as flue gas exit temperature, cooling
water outlet temperature, mole fraction and condensation rates
of water and sulfuric acid vapors. The equations were solved
using an iterative solution technique with calculations of heat
and mass transfer coefficients and physical properties.
NUMERICAL SIMULATIONS OF HEAT AND MASS TRANSFER IN CONDENSING HEAT EXCHANGERS...
Project Complexity (Case study)
1. “Big Dig” Project
THE CENTRAL ARTERY/TUNNEL PROJECT (CA/T)
A CASE STUDY ON PROJECT COMPLEXITY.
2. Project Description
Located in Boston, MA, on the
northeast coast of the United
States.
Includes tunnels, highway
interchange connections, bridges
and pedestrian facilities
4. Project Description
Rerouted the Central Artery (Interstate 93),
into a 3.5-mile (5.6-km) tunnel.
Construction of the Ted Williams Tunnel.
Construction of the Leonard P. Zakim Bunker
Hill Memorial Bridge over the Charles River.
Construction of the Rose Kennedy
Greenway in the space vacated by the
previous I-93 elevated roadway.
5. Project Description
Planning Phase started in 1982
Construction work – 1991-2006
Estimated Completion - 1998
Actual Completion – Dec 31, 2007
Estimated Cost - $2.8 billion
Final Cost - $14.6 billion
Cost over run – 190%
Official project owner - Massachusetts
Turnpike Authority
Joint venture of Bechtel and Parson
Brinkerhoff
Source: http://www.roadtraffic-technology.com
6. Why Boston Needed the Big Dig?
Traffic improvements and
substantial reductions in
congestion
Improving mobility in
downtown Boston
Reconnect neighborhoods
severed by the old elevated
highway
Source: http://www.massdot.state.ma.us
8. Problems faced
Escalating costs
Scheduling overruns
Design flaws
Charges of poor execution and use of
substandard materials
Fatal Ceiling Collapse
Criminal arrests and one death
Source: http://www.roadtraffic-technology.com
9. Complexity Factors - Cost
Contingency Usage
◦ Construction Contracts
◦ Management Contingency
◦ Massachusetts Turnpike Authority CEO Contingency
Risk Analysis
◦ Location
◦ Utilities
Estimate Formation
◦ Ted Williams Tunnel
◦ Zakim Bunker Hill Bridge
◦ Center Artery (I-93)
10. Complexity Factors - Cost
Figure. Big Dig Project Cost Growth (National Research Council 2003)
55%
15%
8%
7%
5%
3%
2%
5% Inflation
Environmental/Mitigation
Scope Growth
Accounting Changes
Traffic
Schedule Maintenance
Contingency for Unknowns
Other
11. Complexity Factors - Schedule
Timeline Requirements
◦ Community Conflicts
Milestones
Schedule Control
◦ Software Programs
13. Complexity Factors - Context
Public
◦ Economic Value of Boston
Utility Coordination
◦ 29 Miles of Underground Utility Relocation and Updating
Land Use Impact
◦ 300 acres of Green Space
14. Complexity Factors - Financing
Federal Funding
State Funding
Borrowing Against Future Funding
18. Critical Planning and
Analysis Methods
Method 1: Define Critical Success Factors
◦ Community Needs
◦ Political Restrictions
◦ Federal and State Funding
◦ Major Project Components
◦ Center Artery (I-93)
◦ Ted Williams Tunnel
◦ Zakim Bunker Hill Bridge
19. Method 2: Assemble Project Team
Communication
Collaboration
◦ Example
◦ Ted Williams Tunnel Ceiling Panel Collapse
21. Method 4: Early Cost Model
and Finance Plan
Incorrect Initial Cost Model and Finance Plan
The cost model would have included
◦ Inflation
◦ Project Risk- Account for Cost Overruns
◦ More detail over Design Costs
22. Method 5: Develop
Project Action Plans
Major Obstacles
◦ Restrictive Legislation
◦ Acquisition of ROW
◦ Cooperation of Utilities
◦ Community Support
23. Tools for Managing Complex Projects
The following tools were used in the Big Dig Project:
•Public involvement plan
•Critical permit issues
•Offsite fabrication
•Co-locate team
•Dispute resolution plan
24. Public Involvement Plan
◦ Project planners worked with community groups, government & business leaders to
create a consensus of how the project would be built
◦ Mitigation: The process of keeping the city open and making certain all
affected groups would be treated fairly
◦ Informed, organized interest groups press for their demands
◦ Public involvement plan produces early project wins of consensus but at the
expense of late project soaring project costs
25. Critical Permit Issues
◦ Bechtel/Parsons Brinkerhoff (B/PB):
◦ Engineering authority that approved, permitted, and released designs for construction
◦ Construction managers in charge of contractors & sub-contractors
◦ B/PB operated the project with the philosophy of getting this done, ask questions later
◦ Many plans that were permitted and released for construction were incomplete, contained
numerous errors, and lacked proper subsurface exploration
◦ The lax oversight produced an estimated $750 million in construction over-runs
26. Offsite Fabrication
◦ Utilized successfully on the CA/T project
◦ Several examples are:
◦ Immersed steel tubes for the Ted Williams Tunnel
◦ Steel box girder sections for the Bunker Hill Bridge
◦ Utilized successfully on the CA/T project
◦ Offsite fabrication of box girders and steel tubes produced accurate sections per specification that could
be test connected at the factory to insure smooth and timely installation
◦ Quicker assembly time at the job site with smaller construction crews as compared to onsite fabrication
◦ Exposure of construction workers to difficult job environments was reduced as compared to onsite
fabrication
27. Co-Locate Team
◦ Co-Locate elements of the project team to produce a cohesive team effort to complete a project
◦ Perhaps the most controversial tool
◦ In 1998, State of Massachusetts combined B/PB with state workers into one integrated project
organization
◦ Massachusetts Turnpike Authority was at the top of the organization chart
◦ State of Massachusetts designated B/PB as “owner’s representative” in several instances
◦ Who is in charge?
28. Dispute Resolution Plan
◦ Two noteworthy dispute resolution plan techniques were utilized on the CA/T project:
◦ Partnering
◦ Mediation
◦ Partnering was practiced on the CA/T project for construction projects with a duration of least
one year and a value of $1 million or more
◦ Mediation was utilized to resolve the dispute of responsibility for leaks at the Fort Point
Channel tunnel area
29. References
◦ Bartlett School of Planning (UCL). (2011). “The Central Artery/Third Harbor Tunnel Project (‘The Big Dig’), Omega Centre.” Bloomsbury, London.
◦ Gelinas, N. (2007). “Lessons of Boston’s Big Dig.” City Journal Autumn. New York, New York.
◦ Greirman, V. (2010). “The Big Dig: Learning from a Mega Project.” NASA, <http://appel.nasa.gov/2010/07/15/the-big-dig-learning-from-a-mega-project/>
(November 13, 2013).
◦ Hsu, J. Mckay, S., McKnight, M. (2003). “Cost-Benefit Analysis of Boston’s Central Artery/Tunnel Project” Carnegie Mello University. Pittsburgh, PA.
◦ Lewis, R. and Murphy, S. (2003). “Artery Errors Cost More Than $1b.” The Boston Globe, <http://www.boston.com/globe/metro/packages/bechtel/>
(November 13, 2013).
◦ Massachusetts Department of Transportation (MassDOT). (2013). “The Central Artery/Tunnel Project-The Big Dig.” MassDOT Highway Division.
<http://www.massdot.state.ma.us/highway/TheBigDig.aspx> (October 5, 2013).
◦ National Research Council. “Completing the "Big Dig": Managing the Final Stages of Boston's Central Artery/Tunnel Project. Washington, DC: The National
Academies Press, 2003.
◦ Poole, R.W., Samuel, P. (2011). “Transportation Mega-Projects and Risk.” Reason Foundation Policy Brief 97. Los Angeles, CA.
◦ Saltzman, J. (2009). “Big Dig Contractor Modern Continental Pleads Guilty.” Boston Globe.
<http://www.boston.com/news/local/breaking_news/2009/05/modern_continen_2.html> (October 5, 2013).
◦ Salvucci, F. P. (2008). “Unearthing the Big Dig.” Massachusetts Institute of Technology. Cambridge, MA.
◦ Wood, D. (2001). “Learning From the Big Dig.” Federal Highway Administration: Public Roads,
<http://www.fhwa.dot.gov/publications/publicroads/01julaug/bigdig.cfm> (November 13, 2013).