TECHNICAL PAPERS
Aug 1, 2001

Linear Scheduling Model: Float Characteristics

Publication: Journal of Construction Engineering and Management
Volume 127, Issue 4

Abstract

By definition, any activity not on the critical path must have float. The concept of float in the critical path method relates to how long an activity can be delayed before it becomes a critical activity. For linear construction activities, however, the concept of float is somewhat different from that of traditional scheduling techniques. Rather than start time and duration being the main attributes of float, production rate is a more fundamental attribute of a linear activity. As such, for float to be meaningful for a linear activity, it must be reflective of the activity's major characteristic. Rate float captures this characteristic and presents information to construction planners and managers in terms that are meaningful for linear projects. This paper describes rate float as it applies to the linear scheduling model developed by Harmelink and Rowings in 1998.

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References

1.
Chrzanowski, E. N., and Johnston, D. W. (1986). “Application of linear scheduling.”J. Constr. Engrg. and Mgmt., ASCE, 112(4), 476–491.
2.
Harmelink, D. J., and Rowings, J. E. (1998). “Linear scheduling model: Development of controlling activity path.”J. Constr. Engrg. and Mgmt., ASCE, 124(4), 263–268.
3.
Harmelink, D. J. ( 1995). “Linear scheduling model: The development of a linear scheduling model with micro computer applications for highway construction project control.” PhD thesis, Iowa State University, Ames, Iowa.
4.
Johnston, D. W. (1981). “Linear scheduling method for highway construction.”J. Constr. Div., ASCE, 107(2), 247–261.
5.
Rowings, J. E., and Harmelink, D. J. ( 1993). “A multi-project scheduling procedure for transportation projects—Final report Part I.” Iowa Department of Transportation, Ames, Iowa.
6.
Rowings, J. E., and Harmelink, D. J. ( 1994). “A multi-project scheduling procedure for transportation projects—Final report Part II.” Iowa Department of Transportation, Ames, Iowa.
7.
Vorester, M. C., Beliveau, Y. J., and Bafna, T. ( 1992). “Linear scheduling and visualization.” Transp. Res. Rec. 1351, Transportation Research Board, Washington, D.C., 32–39.

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Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 127Issue 4August 2001
Pages: 255 - 260

History

Received: Mar 18, 1999
Published online: Aug 1, 2001
Published in print: Aug 2001

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Authors

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Associate Member, ASCE
Asst. Prof., Div. of Constr. Engrg. and Mgmt., School of Civ. Engrg., Purdue Univ., West Lafayette, IN 47907.

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