an ng S c o rk es n on st ru n n h ds r su nt se Sta ns
to $5B 5/27/03 3/25 and Afghanistan 6.1, 5.6 1,000 100’s 1,000’s 2,000 3/27/2002 1/26/01 India 7.7 20,085 166,836 - 1,122,000 1/13/01 El Salvador 7.7 852 4,723 - over 258,226 11/12/99 Turkey 7.1 894 4,948 - extensive 9/20/99 Taiwan 7.5 2,400 8,700 600,000 82,000, $14B 8/17/99 Turkey 7.4 17,118 50,000 500,000 $6.5B 1/25/99 Colombia 6.2 1,885 4,750 250,000 60% New 7/17/98
AC 2007-2906: INNOVATIVE STRATEGIES FOR TEACHING CONSTRUCTIONFUNDAMENTALS: IMPLEMENTING DESIGN-BUILD PROJECT DELIVERYPROCEDURES INTO A COURSE IN COST ESTIMATINGDavid Cottrell, University of North Carolina-Charlotte DR. DAVID S. COTTRELL is an Assistant Professor in the Department of Engineering Technology, University of North Carolina at Charlotte. He graduated from the United States Military Academy in 1978 and retired in 2000 after more than 22 years of service with the US Army Corps of Engineers. Studies at Texas A&M University resulted in an MS Degree in Civil Engineering in 1987 and a PhD in 1995. He is a registered Professional Engineer and has taught courses in statics, dynamics
changed work, 4)The way changeorder is compensated, and 5) Extension.As for the interaction variables, the most significant interaction of variables that contribute to theincrease in the contract price due to the change order: 1) Time and (reason of the change (A),approved change order, restricted access, the way the change order is expended, and how thechange order is compensated), 2) Reason (B) and (change order is expended as credit, changeorder is compensated as time and material basis, extension is granted). 3) Reason (D) and (party,way the change order is expended, when the change order is compensated as lump sum).The number of data points used to create this model is 137 data points. The standard deviation(S) achieved is 0.0253270% , R-Sq
:30pm (M-F) ANYTIME (S-S) Figure 15. Sample of a Construction Drawing Table 5 Brief Description Of The Construction Sequence Of ActivitiesTimeframe Description02-16-01 - 2-22-01 Placed median barriers southbound02-23-01 - 03-13-01 Placed median barriers northbound03-20-01 Closed Natchez Trace Parkway (NTP) Bridge & West ramps of NTP10-03-01 - 10-12-01 Placed median barriers southbound to put traffic on newly constructed inside lane (becomes shoulder when complete)11-01-01 - 11-09-01 Placed median barriers northbound to put traffic to the newly constructed inside lane
. Page 12.401.82. Russell, J. S. and Stouffer, W. B., “Survey of the National Civil Engineering Curriculum”, Journal of Professional Issues in Engineering Education and Practice, ASCE, April 2005, pp. 118-128.3. Body of Knowledge Committee of the Committee on Academic Prerequisites for Professional Practice, “Civil Engineering Body of Knowledge for the 21st Century; Preparing the Civil Engineer for the Future”, American Society of Civil Engineers, January 12, 2004.4. Meade, R.B., Pocock, J.B., and Riester, N., “Civil and Environmental Engineering Education at the Air Force Academy”, The Military Engineer, Vol. 94, No. 616, May-June, 2002.5. Pocock, J.B. and Ridilla, P.A., “Project-Based Construction Education
40142 1992 41310 1993 40532 1994 ------- 1995 40880 1996 40744 1997 40842 1998 41243 1999 42731 2000 43294 2001 43552 2002 44688 2003 44334 2004 43966 2005 41781 2006 41691 Page 12.1305.6 Average Annual Daily Traffic AADT = - 346883 + 194.6 year 45000 S 1095.11 R-Sq 49.8% R-Sq(adj) 46.5% 44000 43000AADT 42000 41000 40000 1990 1992 1994 1996 1998 2000 2002 2004 2006
/Tunnel design.” CE News, September 2006, pp. 16-17. 3. Ibid. 4. Ross, Steven S. “Construction Disasters: Design Failures, Causes, and Prevention.” McGraw-Hill Book Company, 1984. 5. Ibid 6. Ibid 7. Feld, J., and Carper K. “Construction Failure.” John Wiley & Sons, Inc., 1997. Page 12.925.9
technology, engineering students readily realize the link betweenplanning and the attainment of project goals and objectives. Certainly this type of understandingpoints towards an increasing role for BIM in construction engineering in the future.References 1. American Institute of Architects (AIA) (2006). AIA Document A201: General Conditions of the Contract for Construction. AIA, Washington, DC. 2. Drucker, P. (1985). Innovation and Entrepreneurship. HarperCollins, New York, NY. 3. Workman, R. (2001). Personal Interview. Chairman, BSW International, Tulsa, OK. 4. Kieran, S. and Timberlake, J. (2004). Refabricating Architecture. McGraw-Hill, New York, NY. 5. O’Keefe, C. (2002). Strength in Systems. Builder, 5, 176-180. 6
, W. C. (2004). Construction project planning and scheduling. Pearson Education / Prentice Hall, Upper Saddle River, NJ.10. Mubarak, S. (2005). Construction project scheduling and control. Pearson Education / Prentice Hall, Upper Saddle River, NJ.11. Feigenbaum, L. H. (2002). Construction scheduling with Primavera Project Planner®. 2nd ed., Pearson Education / Prentice Hall, Upper Saddle River, NJ.12. Hegazy, T. (2002). Computer-based construction project management. Pearson Education / Prentice Hall, Upper Saddle River, NJ.13. Buttelwerth, J. W. (2005). Computer integrated construction project scheduling. Pearson Education / Prentice Hall, Upper Saddle River, NJ.14. Lucko, G. (2005). “Reviving a mechanistic