Chapter
Jun 4, 2021

A Reliability Model for Road Construction Contract Duration

Publication: International Conference on Transportation and Development 2021

ABSTRACT

High degrees of uncertainties in governing parameters lead to an unavoidable risk in deciding upon duration of construction contracts. Both deterministic and probabilistic models are used by agencies to decide upon contract duration during the planning stage. In this paper, a generalized reliability model based on static resistance-loading interference is developed for the assessment of reliability of any pre-decided contract duration, for a project of a particular estimated cost, and specific length. In the model, the ‘cost per km per year’ and ‘a combination of cost per km and cost per year’ are deemed as the system resistance and external loading, respectively. By examining sets of data, a two-parameter bi-variate log-normal distribution is found to represent the joint probability density function of the resistance and the loading. Monte Carlo simulation is then used to establish the reasonableness of the proposed model, and statistical results are finally used to recommend a reliability factor (range) for the proposed model.

Get full access to this article

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

REFERENCES

AfDB (African Development Bank). (2014), Study on Road Infrastructure Costs: Analysis of Unit Costs and Cost Overruns of Road Infrastructure Projects in Africa,.
AICD (Africa Infrastructure Country Diagnostic). (2008), Unit Costs of Infrastructure Projects in Sub-Saharan Africa,.
Irfan, M., Khurshid, M. B., Anastasopoulos, P., Labi, S., and Moavenzadeh, F. (2011). “Planning-stage estimation of highway project duration on the basis of anticipated project cost, project type and contract type.” International Journal of Project Management 29, 78–92.
Qiao, Y., Labi, S., and Fricker, J. D. (2019). “Hazard-Based Duration Models for Predicting Actual Duration of Highway Projects Using Nonparametric and Parametric Survival Analysis.” ASCE J. Manage. Eng., 2019, 35(6): 04019024.
Waziri, Baba Shehu, Jibrin, Ahmad Tijjani, and Kadai, Bukar. (2014). “Functional Duration Models For Highway Construction Projects in Nigeria.” Arid Zone Journal of Engineering, Technology and Environment, Vol. 10, 13-23.
Waziri, Baba Shehu, and Yusuf, Nurudeen. (2014). “Application of Browmilow’s Time-Cost (BTC) Model to Highway Projects in Nigeria.” Arid Zone Journal of Engineering, Technology and Environment, Vol. 10, 1-11.
Yanmaz, A. M., and UST¨UN, Ismail. (2001). “Generalized Reliability Model for Local Scour around Bridge Piers of Various Shapes.” Turk J Engin Environ Sci, 25, 687-698.
Yanmaz, A. M. (2002). “Dynamic Reliability in Bridge Pier Scouring.” Turk J Engin Environ Sci, 26, 367–375.
Yevjevich, V. (1972). Probability and Statistics in Hydrology, Water Resources Publications, Fort Collins, Colorado.

Information & Authors

Information

Published In

Go to International Conference on Transportation and Development 2021
International Conference on Transportation and Development 2021
Pages: 83 - 90

History

Published online: Jun 4, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Subir Kumar Podder [email protected]
1LEA Associates South Asia Pvt. Ltd., New Delhi, India. 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.

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 Paper
$35.00
Add to cart
Buy E-book
$80.00
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 Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share