Case Studies
Jul 31, 2021

Integrated Framework for Optimizing Inspection Tests of Concrete Pavement Materials

Publication: Practice Periodical on Structural Design and Construction
Volume 26, Issue 4

Abstract

Transportation agencies have been facing the challenge of shrinking budgets and reductions in the size of inspection staff with an increased number of construction projects over the last decade. For portland cement concrete pavement (PCCP) projects, a large number of quality assurance (QA) tests are typically conducted to ensure the quality of roadway construction is met. Yet, relatively little research has focused on identifying and prioritizing PCCP tests that matter in terms of design service life performance. To address this gap, a risk-based framework was developed. A core list of 10 PCCP material tests was identified through a comprehensive literature review and survey. These tests were then evaluated to determine the risk levels and sampling frequencies. The risk level was determined using a four-point scale of both probabilities (high, moderate, low, and rare) and consequences (critical, major, minor, and contractual). Based on the risk rating system, four tiers of material tests were proposed. A case study example was presented to illustrate and validate the framework. The result showed that there is one QA test in Tier 1, three QA tests in Tier 2, five QA tests in Tier 3, and one QA test in Tier 4. The finding of this study showed that QA tests with high-risk levels require more sampling and testing frequency than those with lower risk levels. This study adds value to the body of knowledge by providing risk-based guidance on evaluating and determining QA test frequencies for PCCP. This study also helps transportation agencies prioritize QA tests and optimize sampling and testing of PCCP construction projects.

Get full access to this article

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

Data Availability Statement

All data generated or analyzed during the study are available from the corresponding author by request.

Acknowledgments

The authors would like to thank the engineers and inspectors of KDOT. The contents of this paper reflect the views of the authors, who are responsible for the facts and the accuracy of the data presented in this study. The contents do not necessarily reflect the official views or policies of the KDOT, nor do the contents constitute a standard, specification, or regulation.

References

AASHTO. 1990. Designation R9-90: Standard recommendation practice for acceptance sampling plans for highway construction. Washington, DC: AASHTO.
AASHTO. 2017. PP84: Standard practice for developing performance engineered concrete pavement mixtures. Washington, DC: AASHTO.
AASHTO. 2018. Designation R9-05: Standard practice for acceptance sampling plans for highway construction. Washington, DC: AASHTO.
Anbari, M. J., M. Tabesh, and A. Roozbahani. 2017. “Risk assessment model to prioritize sewer pipes inspection in wastewater collection networks.” J. Environ. Manage. 190 (12): 91–101. https://doi.org/10.1016/j.jenvman.2016.12.052.
API (American Petroleum Institute). 2016. API recommended practice 580: Risk-based inspection. Washington, DC: API.
Ashley, D. B., K. R. Molenaar, and J. E. Diekmann. 2006. Guide to risk assessment and allocation for highway construction management. Washington, DC: Federal Highway Administration.
Baker, T. E., R. J. Molohon, and R. W. McIntyre. 2010. Materials risk analysis. Washington, DC: DOT. Office of Research and Library Services.
Burati, J. L., R. M. Weed, C. S. Hughes, and H. S. Hill. 2003. Optimal procedures for quality assurance specifications. Washington, DC: Federal Highway Administration.
HiDOT (Hawaii DOT). 2019. “Standard specifications.” Accessed October 1, 2020. https://hidot.hawaii.gov/highways/s2005-standard-specifications/.
Huang, Y. H. 1993. Pavement analysis and design. 2nd ed. Upper Saddle River, NJ: Pearson Prentice Hall.
Hughes, C. 1996. Variability in highway pavement construction: NCHRP synthesis of highway practice. Washington, DC: Transportation Research Board of the National Academies.
KDOT (Kansas DOT). 2015. “Standard specifications for state road & bridge construction.” Accessed October 3, 2020. https://www.ksdot.org/Assets/wwwksdotorg/bureaus/burConsMain/specprov/2015/154.pdf.
Mahamid, I. 2011. “Risk matrix for factors affecting time delay in road construction projects: Owners’ perspective.” Eng. Constr. Archit. Manage. 18 (6): 609–617. https://doi.org/10.1108/09699981111180917.
Mendenhall, W., D. Wackerly, and R. L. Scheaffer. 2008. Mathematical statistics with applications. Belmont, CA: Thomson Corporation.
Mohamad, M., and D. Q. Tran. 2021. “Risk-based prioritization approach to construction inspections for transportation projects.” J. Constr. Eng. Manage. 147 (1): 04020150. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001962.
Mostafavi, A., D. Abraham, S. Noureldin, G. Pankow, J. Novak, R. Walker, K. Hall, and B. George. 2013. “Risk-based protocol for inspection of transportation construction projects undertaken by state departments of transportation.” J. Constr. Eng. Manage. 139 (8): 977–986. https://doi.org/10.1061/(ASCE)CO.1943-7862.0000664.
Naderpour, H., A. Kheyroddin, and S. Mortazavi. 2019. “Risk assessment in bridge construction projects in Iran using Monte Carlo simulation technique.” Pract. Period. Struct. Des. Constr. 24 (4): 04019026. https://doi.org/10.1061/(ASCE)SC.1943-5576.0000450.
Ni, H., A. Chen, and N. Chen. 2010. “Some extensions on risk matrix approach.” Saf. Sci. 48 (10): 1269–1278. https://doi.org/10.1016/j.ssci.2010.04.005.
Oechler, E., K. R. Molenaar, M. Hallowell, and S. Scott. 2018. “State-of-practice for risk-based quality assurance in state departments of transportation.” Eng. Constr. Archit. Manage. 25 (7): 958–970. https://doi.org/10.1108/ECAM-06-2016-0143.
Ohrn, L. G., and C. Schexnayder. 1997. “Effect of performance-related specifications on highway construction.” Pract. Period. Struct. Des. Constr. 2 (4): 172–176. https://doi.org/10.1061/(ASCE)1084-0680(1997)2:4(172).
PMI (Project Management Institute). 2004. A guide to the project management body of knowledge (BMBOK guide.). 3rd ed. Newtown Square, PA: PMI.
Rafalowski, M. 2012. Construction quality assurance for design-build highway projects. McLean, VA: Turner-Fairbank Highway Research Center.
Scott, S., K. Molenaar, J. S. Daniel, and L. L. C. D’Angelo Consulting. 2017. Guidelines for optimizing the risk and cost of materials QA programs. Washington, DC: Transportation Research Board of the National Academies.
Sillars, D. N., T. Scholz, and M. Hallowell. 2010. “Analysis of QA procedures at the Oregon department of transportation.” https://www.oregon.gov/ODOT/Programs/ResearchDocuments/QA-QC.pdf.
Soares, W. A., V. de Vasconcelos, and E. G. Rabello. 2015. “Risk-based inspection in the context of nuclear power plants.” In Proc, Int. Nuclear Atlantic Conf. INAC 2015. Vienna, Austria: International Atomic Energy Agency.
Straub, D., and M. H. Faber. 2005. “Risk based inspection planning for structural systems.” Struct. Saf. 27 (4): 335–355. https://doi.org/10.1016/j.strusafe.2005.04.001.
Taylor, T., and W. Maloney. 2013. “Forecasting highway construction staffing requirements.” In NCHRP synthesis of highway practice 450. Washington, DC: Transportation Research Board of the National Academies.
Thomas, L. T. 1979. “The effects of air content, water-cement ratio, and aggregate type on the flexural fatigue strength of plain concrete.” Accessed November 20, 2020. https://pdfs.semanticscholar.org/307f/84e820243c11d17a62ad6f06a7b419124d38.pdf.
Turochy, R. E., and F. Parker. 2007. “Quality assurance of mix properties of hot-mix asphalt concrete: Multistate analysis comparing contractor and state transportation agency test results.” Transp. Res. Rec. 2040 (1): 33–40. https://doi.org/10.3141/2040-04.
TxDOT (Texas DOT). 2011. “Design-build quality assurance program implementation guide.” Accessed October 4, 2020. https://ftp.txdot.gov/pub/txdot-info/cst/db_gap_guide.pdf.
TxDOT (Texas DOT). 2017. “Quality assurance program for design-build projects with an optional 15-year capital maintenance agreement, 2017.” Accessed October 4, 2020. https://ftp.txdot.gov/pub/txdot-info/cst/qap_db.pdf.
Von Quintus, H. L., C. Rao, R. Minchin, S. Nazarian, K. Maser, and B. Prowell. 2009. NDT technology for quality assurance of HMA pavement construction. Washington, DC: Transportation Research Board of the National Academies.
Wani, S. S., and N. G. Gharaibeh. 2013. “Evaluating the use of contractor-performed test results in highway construction and material acceptance decisions.” J. Infrastruct. Syst. 19 (1): 67–73. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000113.
Washer, G., M. Nasrollahi, C. Applebury, R. Connor, A. Ciolko, R. Kogler, and D. Forsyth. 2014. Proposed guideline for reliability-based bridge inspection practices. Washington, DC: Transportation Research Board of the National Academies.
Yuan, C., J. Park, X. Xu, H. Cai, D. M. Abraham, and M. D. Bowman. 2018. “Risk based prioritization of construction inspection.” Transp. Res. Rec. 2672 (26): 96–105. https://doi.org/10.1177/0361198118782025.
Zhang, Z., D. W. Fowler, W. R. Hudson, and R. Ceballos. 2001. Development of a methodology to determine the appropriate minimum testing frequencies for the construction and maintenance of highway infrastructure. Austin, TX: Univ. of Texas at Austin.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 26Issue 4November 2021

History

Received: Dec 3, 2020
Accepted: May 25, 2021
Published online: Jul 31, 2021
Published in print: Nov 1, 2021
Discussion open until: Dec 31, 2021

Permissions

Request permissions for this article.

Authors

Affiliations

Ph.D. Student, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Kansas, 1530 W. 15th St., 2150 Learned Hall, Lawrence, KS 66045 (corresponding author). ORCID: https://orcid.org/0000-0003-3063-3864. Email: [email protected]
Dai Q. Tran, M.ASCE [email protected]
Associate Professor, Dept. of Civil, Environmental and Architectural Engineering, Univ. of Kansas, 1530 W. 15th St., 2135C Learned Hall, Lawrence, KS 66045. 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 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