Technical Papers
Jan 13, 2020

Empirical Determination of the Smallest Batch Sizes for Daily Planning

This article has been corrected.
VIEW CORRECTION
Publication: Journal of Construction Engineering and Management
Volume 146, Issue 3

Abstract

Level of development (LOD) 400 is the level of building information modeling (BIM) defined for fabrication and, hence, the level appropriate for defining the daily scope of construction work. However, when a supervisor needs to define which LOD400 objects to build on a specific day, they are faced with the problem of high granularity (number of objects, occlusions, and small size of objects), which complicates the selection of objects. To address this problem, this research explored the idea of forming a small batch that represents a building block of a construction task, which can be used to group a set of LOD400 objects and reduce the granularity a supervisor needs to interact with. Because this batch size may differ between trades, field observations were done on 56 construction tasks for 24 trades at 5 sites. Based on an analysis of these observations, the main contributions of the paper are the identification of nine types of smallest batch sizes and the definition of the concept of a smallest workface boundary (SWFB). The batch sizes form volumetric boundaries that group a set of LOD400 objects. This volumetric boundary, referred to as a SWFB, reduces the granularity a supervisor has to interact with when using LOD400 objects for defining daily scopes of work. Applications of the nine types of smallest batch sizes in the form of SWFBs to sample LOD400 models showed that the granularity a supervisor has to interact with was reduced by 94.0% and 99.5% for the number of objects and occlusions, respectively, and small objects (<200  mm) were eliminated.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Data analyzed during this study were provided by a third party. Requests for data should be directed to the provider indicated in the Acknowledgments. Information about the Journal’s data-sharing policy can be found here: http://ascelibrary.org/doi/10.1061/(ASCE)CO.1943-7862.0001263.

Acknowledgments

The authors would like to thank Optima, Consolidated Contractors Company, Allegro Projekt AB, Quality Consulting Solutions, Proisac, and DPR Construction for providing access to their sites and the information needed for the research.

References

AIA (American Institute of Architects). 2013. AIA document G202-2013: Project building information modeling protocol form: AIA contract document series G202. Washington, DC: AIA.
Assaf, S. A., M. Al-Khalil, and M. Al-Hazmi. 1995. “Causes of delay in large construction projects.” J. Manage. Eng. 11 (2): 45–50. https://doi.org/10.1061/(ASCE)0742-597X(1995)11:2(45).
Ballard, G., and I. Tommelein. 1999. “Aiming for continuous flow.” In White paper 3. Arlington, VA: Lean Construction Institute.
BIMForum. 2015. “Level of development specification.” Accessed March 6, 2016. http://bimforum.org/lod/.
Borges, M. M. 2018. “BIM modeling automation on reinforcement detailing of slabs.” M.S. thesis, Dept. of Civil Engineering, Instituto Superior de Engenharia do Porto.
Boton, C., S. Kubicki, and G. Halin. 2015. “The challenge of level of development in 4D/BIM simulation across AEC project lifecycle—A case study.” Procedia Eng. 123 (Jan): 59–67. https://doi.org/10.1016/j.proeng.2015.10.058.
Froese, T., et al. 1999. “Industry foundation class for project management—A trial implementation.” ITcon 4 (Nov): 17–36.
Hickok, N. 2003. “Evaluating work force productivity through an analysis of craftsmen questionnaire sampling.” M.S. thesis, Dept. of Civil Engineering, Univ. of Texas at Austin.
Hopp, W. J., and M. L. Spearman. 1996. “Push and pull production systems.” In Factory physics—Foundations of manufacturing management. Chicago: Richard D. Irwin.
Kim, S.-A., S. Chin, S.-W. Yoon, T.-H. Shin, Y.-S. Kim, and C. Choi. 2009. “Automated building information modeling system for building interior to improve productivity of BIM-based quantity take-off.” In Proc., 26th Int. Symp. on Automation and Robotics in Construction (ISARC 2009), 492–496. Austin, TX: International Council for Building.
Maia, L., P. Mêda, and J. G. Freitas. 2015. “BIM methodology, a new approach—Case study of structural elements creation.” Procedia Eng. 114 (Jan): 816–823. https://doi.org/10.1016/j.proeng.2015.08.032.
McGraw-Hill Construction. 2013. “Lean construction: Leveraging collaboration and advanced practices to increase project efficiency.” In SmartMarket report. New York: McGraw-Hill Construction.
Morkos, R. 2014. “Operational efficiency frontier—Visualizing, manipulating, and navigating the construction scheduling state space with precedence, discrete, and disjunctive constraints.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford Univ.
Mourgues, C. 2008. “Method to produce field instructions from product and process models.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford Univ.
O’Brien, W. 1998. “Capacity costing approach for construction supply-chain management.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Stanford Univ.
Oglesby, C., H. Parker, and G. Howell. 1989. Productivity improvement in construction. New York: McGraw-Hill.
Sacks, R., A. Esqenazi, and M. Goldin. 2007. “LEAPCON: Simulation of lean construction of high-rise apartment buildings.” J. Constr. Eng. Manage. 133 (7): 529–539. https://doi.org/10.1061/(ASCE)0733-9364(2007)133:7(529).
Sacks, R., and M. Goldin. 2007. “Lean management model for construction of high-rise apartment buildings.” J. Constr. Eng. Manage. 133 (5): 374–384. https://doi.org/10.1061/(ASCE)0733-9364(2007)133:5(374).
Seppänen, O., and R. Kenley. 2005. “Performance measurement using location-based status data.” In Proc., 13th Conf. Int. Group for Lean Construction (IGLC). Sydney, Australia: International Group for Lean Construction.
Song, M. H., M. Fischer, and P. Theis. 2017. “Field study on the connection between BIM and daily work orders.” J. Constr. Eng. Manage. 143 (5): 06016007. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001267.
Srour, I. M., C. T. Haas, and J. D. Borcherding. 2006. “What does the construction industry value in its workers?” J. Constr. Eng. Manage. 132 (10): 1053–1058. https://doi.org/10.1061/(ASCE)0733-9364(2006)132:10(1053).
Staub-French, S., and M. Fischer. 2000. “Formalisms and mechanisms needed to maintain cost estimates based on an IFC product model.” In Proc., 8th Int. Conf. on Computing in Civil and Building Engineering (ICCCBE-VIII), 716–723, Reston, VA: ASCE.
StrucSoft Solutions Ltd. 2019. “Metal wood framer (MWF).” Accessed April 7, 2019. http://www.strucsoftsolutions.com/.
van Berlo, L. A. H. M., and F. Bomhof. 2014. “Creating the dutch national BIM levels of development.” In Proc., Int. Conf. on Computing Civil and Building Engineering, 129–136. Reston, VA: ASCE.
Walsh, K., J. Hershauer, I. Tommelein, and T. Walsh. 2004. “Strategic positioning of inventory to match demand in a capital projects supply chain.” J. Constr. Eng. Manage. 130 (6): 818–826. https://doi.org/10.1061/(ASCE)0733-9364(2004)130:6(818).

Information & Authors

Information

Published In

Go to Journal of Construction Engineering and Management
Journal of Construction Engineering and Management
Volume 146Issue 3March 2020

History

Received: Apr 16, 2019
Accepted: Aug 26, 2019
Published online: Jan 13, 2020
Published in print: Mar 1, 2020
Discussion open until: Jun 13, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305 (corresponding author). ORCID: https://orcid.org/0000-0003-4967-1473. Email: [email protected]
Martin Fischer, A.M.ASCE [email protected]
Kumagai Professor of Engineering and Professor, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share