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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2023. Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report. Washington, DC: The National Academies Press. doi: 10.17226/27442.
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105 REFERENCES AASHTO. (1996). Implementation Manual for Quality Assurance, American Association of State Highway and Transportation Officials, Washington, DC. AASHTO. (2018). AASHTO R 9-05 Standard Practice for Acceptance Sampling Plans for Highway Construction, American Association of State Highway and Transportation Officials, Washington, DC. American Association of State Highway and Transportation Officials (AASHTO). (2020). Mechanistic-Empirical Pavement Design Guide: A Manual of Practice, 2nd Edition. (https://me-design.com/MEDesign/Documents.html for addendums to the document). AASHTO (2014). PP 81-14 Standard Practice for Continuous Thermal Profile of Asphalt Mixture Construction, American Association of State Highway and Transportation Officials, Washington, D.C. USA. AASHTO. (2020). PP 84-20 Standard Practice for Developing Performance Engineered Concrete Pavement Mixtures, American Association of State Highway and Transportation Officials, Washington, DC. AASHTO standard R 43M/R 43-07, Standard Practice for Quantifying Roughness of Pavements AASHTO. (2022). R 101 Standard Practice for Developing Performance Engineered Concrete Pavement Mixtures, American Association of State Highway and Transportation Officials, Washington, DC. AASHTO (2022) R 110: Continuous Thermal Profile of Asphalt Mixture Construction. AASHTO T 97, Standard Method of Test for Flexural Strength of Concrete (Using Simple Beam with Third- Point Loading) AASHTO T 177, Standard Method of Test for Flexural Strength of Concrete (Using Simple Beam with Center-Point Loading) AASHTO T 148 - Measuring Length of Drilled Concrete Cores ASTM C 174 AASHTO T 259-80, Resistance of Concrete to Chloride Ion Penetration, American Association of State Highway and Transportation Officials, Washington, DC. AASHTO T 277-15, Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration,” American Association of State Highway and Transportation Officials, Washington, DC.

106 AASHTO T 358 (July 2011) Surface Resistivity Indication of Concrete’s Ability to Resist Chloride Ion Penetration, American Association of State Highway and Transportation Officials, Washington, DC. AASHTO TP 119 - Standard Method of Test for Electrical Resistivity of a Concrete Cylinder Tested in a Uniaxial Resistance Test AASHTO TP-95 (July 2011) Surface Resistivity Indication of Concrete’s Ability to Resist Chloride Ion Penetration, American Association of State Highway and Transportation Officials, Washington, DC. ACI. (2019) Report on Methods for Estimating In-Place Concrete Strength, Reported by ACI Committee 228, American Concrete Institute, Farmington Hills, MI. American Concrete Pavement Association (ACPA). (2018). ACPA Guide Specification, Dowel Bar Alignment and Location. ASTM C 469-2002, Standard Test Method for Static Modulus of Elasticity and Poisson's Ratio of Concrete in Compression ASTM C1074 – 19, Standard Practice for Estimating Concrete Strength by the Maturity Method. ASTM C1202-22, Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration, ASTM International, West Conshohocken, PA. ASTM C1383 – 15 (2015). Standard Test Method for Measuring the P-Wave Speed and the Thickness of Concrete Plates Using the Impact-Echo Method, ASTM International, West Conshohocken, PA. ASTM C1760, Standard Test Method for Bulk Electrical Conductivity of Hardened Concrete, ASTM International, West Conshohocken, PA. ASTM D4748-10 (2020), Standard Test Method for Determining the Thickness of Bound Pavement Layers Using Short-Pulse Radar, ASTM International, West Conshohocken, PA. ASTM E950. Standard Test Method for Measuring the Longitudinal Profile of Traveled Surfaces with an Accelerometer Established Inertial Profiling Reference ASTM E965 – 15 (2019), Standard Test Method for Measuring Pavement Macrotexture Depth Using a Volumetric Technique (measures MTD) ASTM E1845-15 Standard Practice for Calculating Pavement Macrotexture Mean Profile Depth ASTM E1926 - 08(2015) Standard Practice for Computing International Roughness Index of Roads from Longitudinal Profile Measurements

107 ASTM E1960-07 (2015) Standard Practice for Calculating International Friction Index of a Pavement Surface ASTM E3013 / E3013M-17 (2107). Standard Test Method for Evaluating Concrete Pavement Dowel Bar Alignment Using Magnetic Pulse Induction, ASTM International, West Conshohocken, PA, www.astm.org ASTM E3209/E3209M-20 Standard Test Method for Pavement Thickness by Magnetic Pulse Induction. ASTM (2018). Manual on Presentation of Data and Control Chart Analysis, ASTM International, PA. Bay, J.A., K.H. Stokoe, and J.D. Jackson. (1995). Development and Preliminary Investigation of Rolling Dynamic Deflectometer, Transportation Research Record: Journal of the Transportation Research Board, No. 1473, pp. 43–54. Bell, H.P. (2006a). Operating the Portable Seismic Pavement Analyzer, Report No. ERDC/GSL SR-06-9, U.S. Army Engineer Research and Development Center, Vicksburg, MS, December. Bell, H. (2006b). Seismic Measurement of Concrete Strength Properties, ERDC/GSL TR-06- 27, U.S. Army Engineer Research and Development Center, Vicksburg, MS. Berney IV, E.S., Kyzar, J.D., and Oyelami, L.O. (2012). Device Comparison for Determining Field Soil Moisture Content, Report No. ERDC/GSL TR-11-42, Geotechnical and Structures Laboratory U.S. Army Engineer Research and Development Center 3909 Halls Ferry Road Vicksburg, MS 39180-6199. Berney IV, E.S., Mejías-Santiago, M., and Norris, M.D., (2016). Validation Testing of Non- Nuclear Alternatives to Measuring Soil Density, Report No. ERDC/GSL TR-16-28, Geotechnical and Structures Laboratory U.S. Army Engineer Research and Development Center 3909 Halls Ferry Road Vicksburg, MS 39180-6199. Briaud, Jean-Louis and Jeongbok Seo. (2003). Intelligent Compaction: Overview and Research Needs, Internal Report, Texas A&M University, College Station, December. Bungey, J. H.; Millard, S. G.; and Grantham, M. (2006). Testing of Concrete in Structures, fourth edition, Taylor & Francis Group, London and New York, pp. 339. Burati, J.L., R.M. Weed, C.S. Hughes, and H.S. Hill. (2003). Optimal Procedures for Quality Assurance Specifications, Report No. FHWA-RD-02-095, Federal Highway Administration, McLean, VA. Carette, G. G., and Malhotra, V. M. (1984). In Situ Tests: Variability and Strength Prediction at Early Ages, In Situ/Nondestructive Testing of Concrete, SP-82, V. M. Malhotra, ed., American Concrete Institute, Farmington Hills, MI, pp. 111-141.

108 Carino, N. J. (1993). Statistical Methods to Evaluate In-Place Test Results, New Concrete Technology: Robert E. Philleo Symposium, SP-141, T. C. Liu and G. C. Hof, eds., American Concrete Institute, Farmington Hills, MI, pp. 39-64 Carino, N. J. (1994). Maturity Method: Theory and Application, Cement, Concrete and Aggregates, V. 6, No. 2, pp. 61-73. DOI: 10.1520/CCA10358J Carino, N. J. (2004). Chapter 5: The Maturity Method. Handbook on Nondestructive Testing of Concrete, 2nd ed. CRC Press LLC, Boca Raton, FL. Carpenter, S.H. and Mallela, J. (1996). Development of a Self-Contained Portable Device for SHRP Binder Testing: Field QC/QA Testing with the Duomorph. Report of Investigation 17, NCHRP IDEA, TRB, National Research Council, Washington, DC. Cary, C.E., and Zapata, C.E. (2010). Enhanced Model for Resilient Response of Soils Resulting from Seasonal Changes as Implemented in Mechanistic-Empirical Pavement Design Guide. Transportation Research Record: Journal of the Transportation Research Board, No. 2170, pp. 36–44. Celaya, Manuel, S. Nazarian M. Zea, and V. Tandon. (2006). Use of Nondestructive Testing Equipment for Construction Quality Control of Hot Mix Asphalt Pavements, Report No. FHWA-AZ-2006-574, Arizona Department of Transportation, Phoenix, AZ. Celaya, M., D. Jejia, S. Ertem, S. Nazarian, C. Rao, H. Von Quintus, and P. Shokouhi (2010). Evaluation of NDT Technologies to Assess Prsence and Extent of Delamination of HMA Airfield Pavements: Volume I – Technical Report, Research Project/Report No. 06-04, Airfield Asphalt Pavement Technology Program, Federal Aviation Administration, Auburn, AL; Online Assess: https://www.eng.auburn.edu/research/centers/ncat/files/aaptp/Report.Final.VolI.06-04.pdf. Chang, G., Gilliland, A., Gallivan, V. (2020). Consultant Support for IC-PMTPS Projects, Report No. cmr 20-005, Final Report MoDOT project # 201902. Chini, A.; Muszynski, L.; and Hicks, J. (2003). Determination of Acceptance Permeability Characteristics for Performance-Related Specifications for Portland Cement Concrete, Publication BC 354-41, University of Florida, Gainesville, FL. Cho, Y. S. (2003). “Non-destructive testing of high strength concrete using spectral analysis of surface waves.” NDT & E International, 36: 229-235. Choubane, B., Wu, C.L., and Tia, M. (1996). Coarse Aggregate Effects on Elastic Moduli of Concrete, Transportation Research Record: Journal of the Transportation Research Board, No. 1547, pp. 29–34. Crawford, G. I. (1997). Guide to Nondestructive Testing of Concrete. FHWA-SA-97-105. Federal Highway Administration, Washington, DC.

109 Crovetti, J. and Khazanovich, L. (2005). Early Opening of Portland Cement Concrete (PCC) Pavements to Traffic, WHRP Project 0092-01-04 Final Report, Milwaukee, Wisconsin, Marquette University, Department of Civil, Construction, and Environmental Engineering. Davich, P., F. Camargo, B. Larson, R. Roberson, and J. Siekmeier (2006). Validation of DCP and LWD Moisture Specifications for Granular Materials, Report No. MN/RC-2006-20, Minnesota Department of Transportation, Minneapolis, Minnesota. Edwards, L., and Mason, Q. (2011). Evaluation of Nondestructive Methods for Determining Pavement Thickness, ERDC/GSL TR-11-41. FHWA. (2019). Quality Assurance Procedures for Construction, Federal Highway Administration, CFR Title 23, Part 637, Subpart B - Federal Register, Washington, DC published on June 29, 1995, and amended last in 2019, obtained from https://www.govinfo.gov/content/pkg/CFR-2019-title23-vol1/pdf/CFR-2019-title23-vol1- part637.pdf. Flintsch, G., B. Ferne, B. Diefenderfer, S. Katicha, J. Bryce, S. Nell, and T. Clark (2013). SHRP 2 Report R06F: Assessment of Continuous Pavement Deflection Measuring Technologies, Transportation Research Board of the National Academies, Washington, DC. Freeseman, K., Hoegh, K., Khazanovich, L. (2016). Concrete Strength Required to Open to Traffic, Research Report MN/RC 2016-01, Minnesota Department of Transportation. George, K.P. (2006). Portable FWD (PRIMA 100) for in-situ Subgrade Evaluation, Report No. FHWA/MS-DOT-RD-06-179, Federal Highway Administration, Mississippi Department of Transportation. Gudimetlla, J., and G. Crawford (2016). Resistivity Tests for Concrete—Recent Field Experience, ACI Materials Journal, V. 113, No. 4. Hajj, E. Y., Aschenbrener, T. B., and Nener-Plante, D. (2021). Case Studies on the Implementation of Balanced Mix Design and Performance Tests for Asphalt Mixtures. Available online: https://www.eng.auburn.edu/research/centers/ncat/education/bmd.html, last accessed September 14, 2021. Hansen, P F., Pedersen, E J. (1977). Maturity Computer for Controlled Curing and Hardening of Concrete, Nordisk Betong, Vol. 1, 1977. Hausman, John J. and William G. Buttlar (2002). Analysis of TransTech Model 300 Pavement Quality Indicator: Laboratory and Field Studies for Determining Asphalt Pavement Density, Transportation Research Record: Journal of the Transportation Research Board, No. 1813, pp. 191–200. DOI: https://doi.org/10.3141/1813-23. Heitzman, M., K. Maser, N.H. Tran, R. Brown, H. Bell, S. Holland, H. Ceylan, K. Belli, and D. Hiltunen (2013). SHRP 2 Report S2-R06D-RR-1: Nondestructive Testing to Identify Delaminations Between HMA Layers, Volume 1–Summary, Transportation Research Board of the National Academies, Washington, DC.

110 Henault, J.W. (June 2001). Field Evaluation of a Non-nuclear Density Pavement Quality Indicator, FHWA Report No. FHWA-CT-RD-2227-F-01-3, Washington, DC. Hoegh, K., Khazanovich, L., Dai, S., and Yu, T. (2015). Evaluating asphalt concrete air void variation via GPR antenna array data, Case Studies in Nondestructive Testing and Evaluation, Volume 3, https://doi.org/10.1016/j.csndt.2015.03.002. (http://www.sciencedirect.com/science/article/pii/S2214657115000052) Hughes, C.S. (2005). NCHRP Synthesis 346: State Quality Assurance Programs, Transportation Research Board of the National Academies, Washington, DC. Icenogle, P. and M.S. Kabir (2013). Evaluation of Non-Destructive Technologies for Construction Quality Control of HMA and PCC Pavements in Louisiana, Report No. FHWA/LA.12/493, Louisiana Transportation Research Center, Baton Rouge, LA. Jibon, M. Mishra, D. (2020). Light Weight Deflectometer Testing in Proctor Molds to Establish Resilient Modulus Properties of Fine-Grained Soils, ASCE Journal of Materials in Civil Engineering. Khazanovich, L., Hoegh, k., and Snyder, M. (2009). NCHRP Report 637: Guidelines for Dowel Alignment in Concrete Pavements. Report 637, Transportation Research Board of the National Academies, Washington, DC. Killingsworth, B. (2002). NCHRP Research Results Digest 291: Quality Characteristics and Test Methods for Use in Performance-Related Specifications of Hot-Mix Asphalt Pavements, TRB, National Research Council, Washington, DC. Lin, S., J.C. Ashlock, H. Kim, J. Nash, H. Lee, and R. C. Williams (2015). Assessment of Nondestructive Technologies for Quality Control/Quality Assurance of Asphalt Mixtures, Report No. IHRB Project TR-653, Iowa Highway Research Board, Federal Highway Administration. Liu, Wenting, Tom Scullion, Emad Kassem (2012). Development of TTI’s Asphalt Compaction Monitoring System. Texas Transportation Institute; Texas Department of Transportation; Federal Highway Administration, 52p. Malhotra, V. M., and Carino, N. J., eds., 2004, Handbook on Nondestructive Testing of Concrete, second edition, CRC Press Inc., Boca Raton, FL. Mallela, J. and Carpenter, S.H. (2000). Asphalt Cement Testing with the Duomorph Asphalt Rheology Tester (DART). Final Report for Highway IDEA Project 41, TRB, National Research Council, Washington, DC. Mallela, J. (2013). Development of the Duomorph Asphalt Rheology Tester (DART): A self- contained, portable device for quality assurance testing of asphalt binders, Ph.D. Thesis, University of Illinois.

111 Maser, K.R. (April 2003). Non-Destructive Measurement of Pavement Layer Thickness, Report No. FHW A/CA/OR-2003/03, California Department of Transportation- Federal Highway Administration. Mata, D., Ferguson, N., Cooper III, S.B., Gautreau, G. (2018). Evaluation of Non-Destructive Density Determination for QA/QC Acceptance Testing, Final Report FHWA/LA.16/600, Louisiana Transportation Research Center, Baton Rouge, LA. Mehta, P.k., and Monteiro, P.J.M. (2006). Concrete Microstructure, Properties, and Materials, 3rd Edition, McGraw Hill. Merritt, D. K., G. K. Chang, and J. L. Rutledge (2015). Best Practices for Achieving and Measuring Pavement Smoothness, A Synthesis of State-of-Practice. FHWA/LA.14/550. Louisiana Transportation Research Center, Baton Rouge, LA. Mishra, D., Turumluer, E. (2013). Field Performance Evaluations of Illinois Aggregates for Subgrade Replacement and Subbase—Phase II, Report No. FHWA-ICT-12-021. Mooney, M. A., P. B. Gorman, E. Farouk, J. N. Gonzalez, and A. S. Akanda (2003). Exploring Vibration-Based Intelligent Soil Compaction. Final Report, Project No. 2146. Oklahoma Department of Transportation, Oklahoma City, OK. Mooney, M. A., R. V. Rinehart, N. W. Facas, O. M. Musimbi, and D. J. White (2010). NCHRP Report 676: Intelligent Soil Compaction Systems. Transportation Research Board of the National Academies, Washington, DC. Mooney, M. A., and N. W. Facas (2013). Extraction of Layer Properties from Intelligent Compaction Data: Final Report for NCHRP Highway IDEA Project 145, Transportation Research Board of the National Academies, Washington, DC. Moulthrop, J. and M. Witczak (2011). NCHRP Report 704: Performance-Related Specifications for Hot-Mixed Asphalt, Transportation Research Board of the National Academies, Washington, DC. Nazarian, S. and M. Baker, K. Crane (1993). SHRP Report H-375: Developing and Testing of the Seismic Pavement Analyzer, TRB, National Research Council, Washington, DC. Nazarian, S., Mazari, M., Abdallah, I., Puppala, A., Mohammad, L. (2014). Modulus-Based Construction Specification for Compaction of Earthwork and Unbound Aggregate, Draft Final Report, NCHRP Project 10-84, Prepared for National Cooperative Highway Research Program, Transportation Research Board. Nazarian, S. (2015). NCHRP Research Results Digest 391: Modulus-Based Construction Specification for Compaction of Earthwork and Unbound Aggregate, Transportation Research Board of the National Academies, Washington, DC.

112 Nazarian, S., Fathi, A., Tirado, C., Kreinovich, V., Rocha, S., Mazari, M., (2020). NCHRP Research Report 933: Evaluating Mechanical Properties of Earth Material During Intelligent Compaction, Transportation Research Board, Washington, DC. Noguchi, T., Tomosawa, F., Nemati, K.M., Chiaia, B.M., Fantilli, A.P., (2009), A Practical Equation for Elastic Modulus of Concrete, ACI Structural Journal, American Concrete Institute Farmington Hills, Michigan. Nurse, R. W. (1949). Steam Curing of Concrete, Magazine of Concrete Research, V. 1, No. 2, pp. 79-88. Obla, K., Lobo, C., Hong, R., and Sherman, S. (2020). Improving the Reliability of Resistivity Tests of Concrete, Final Report National Ready Mixed Concrete Association, Alexandria, VA. Olek, J., M. D. Cohen, C. F. Scholer, And D. R. Mandrekar (2003). Use of Modulus of Rupture, Fatigue Resistance and Maturity in Determining Opening to Traffic Time for Concrete Pavements. Publication FHWA/IN/JTRP-2000/25. Joint Transportation Research Program, Indiana Department of Transportation and Purdue University, West Lafayette, IN. Olson, L., D Sack, and G. Phelps (1992). Sonic NDE of Bridges and Other Concrete Structures, Proceedings of Conference on Nondestructive Evaluation of Civil Structures, Boulder, Colorado. Popovics, S. and Popovics, J.S. (1997). A critique of the ultrasonic pulse velocity method for testing concrete. NDT and E International, 4(30): 260. Puppala, A. J. (2009). NCHRP Synthesis 382: Estimating Stiffness of Subgrade and Unbound Materials for Pavement Design. Transportation Research Board of the National Academies, Washington, DC. Rao, C., R. Stubstad, and W. Tabet (2004). Verification to Implement Concrete Maturity Requirements in Caltrans Specifications, Task Order Final Report under Contract 59A0499. Rao, S. (July/August 2005). Where The Dowel Bars Are, A new quality-assurance tool could help engineers improve the performance of concrete pavements., Publication Number: FHWA-HRT-05-006, Issue No: Vol. 69 No. 1. Rao, C., et al. (2016). Quality Assurance Data Analysis as a Leading Indicator for Infrastructure Condition Performance Management, FHWA Project DTFH6115C00041, Phase I Final Report, 2016 (unpublished), and Final Report (FHWA review completed, to be published). Rao, C., J. Mallela, R. Kellner, and R. Sanders (2015). Low-cost Piezoelectric Sensor for Quality Assurance of Asphalt Binders used in Highway Construction, National Science Foundation Final Report.

113 Rao, C., Bandyk, M., DART (2017). Field Validation and Prototype Refinement, Final Report NCHRP IDEA project 193, Transportation Research Board, Washington, DC. Reddy, S. (May 1992). Improved Impulse Response Testing Theoretical and Practical Validations, Master's Thesis, The University of Texas at El Paso. Rasmussen, R.O., Cable, J.K., Turner, D.J. (2003). Strength Measurements Using Maturity for Portland Cement Concrete Pavement Construction at Airfields, IPRF Report DOT/FAA- 01-G-002-4. Rasmussen, R.O., H.N. Torres, R.C. Sohaney, S.M. Karamihas, and G. Fick (2013). SHRP 2 Report S2-R06E-RR-1: Real-Time Smoothness Measurements on Portland, Washington, DC. Romero, P. (2002). Evaluation of Non-Nuclear Gauges to Measure Density of Hot-Mix Asphalt Pavements, Pooled Fund Study, University of Utah. Rupnow, T., and Icenogle, P. J. (2011). Evaluation of Surface Resistivity Measurements as an Alternative to the Rapid Chloride Permeability Test for Quality Assurance and Acceptance, Louisiana Transportation Research Center, Project Report, Baton Rouge, LA, July 2011, 68 pp. Sansalone M. and N.J. Carino (September 1986). Impact-Echo: A Method for Flaw Detection in Concrete Using Transient Stress Waves, National Bureau of Standards Report NBSIR 86- 3452, Gaithersburg, Maryland. Sansalone M., N.J. Carino, and N.N. Hsu (1987). Finite Element Study of the Impact Echo Response of Layered Plates Containing Flaws, NBS Journal of Research, National Bureau of Standards. Sansalone M. (1993). Detecting Delaminations in Concrete Bridge Decks With and Without Asphalt Overlays Using an Automated Impact-Echo Field System, Proceedings, International Conference on Nondestructive Testing in Civil Engineering, British Institute of Nondestructive Testing, Liverpool, U.K. Saul A.G.A. (1951). Principles Underlying the Steam Curing of Concrete at Atmospheric Pressure, Magazine of Concrete Research, 2(6), 127. Schmitt, R., Rao, C., and Von Quintus, H.L. (May 2006). Non-Nuclear Density Testing Devices and Systems to Evaluate In-Place Asphalt Pavement Density, Final Report No 06-12 2, WHRP Project 0092-05-06, Wisconsin Highway Research Program, Madison, Wisconsin. Schwartz, C.W., A. Afsharikia, and S. Khosravifar (2017). Standardizing Lightweight Deflectometer Modulus Measurements for Compaction Quality Assurance, Final Report, MD-17-SHA-UM-3-20 Seamon, D.J. (1988). Dynamic Testing: Density on the Run, Transportation Research Record: Journal of the Transportation Research Board, No. 1178, pp. 16–22.

114 Sebesta, S. and T. Scullion (2003). Application of Infrared Imaging and Ground-Penetrating Radar to Detect Segregation in Hot-Mix Asphalt Overlays, Transportation Research Record: Journal of the Transportation Research Board, No. 1861, pp. 37–43. Sebesta, Stephen, Wenting Liu, and Tom Scullion (2009). Implementing GPS into Pave-IR. Texas Transportation Institute; Texas Department of Transportation; Federal Highway Administration. Sebesta, S., T. Saarenketo, and T. Scullion (2013). SHRP 2 Report S2-R06C-RR-1: Using Infrared and High-Speed Ground-Penetrating Radar for Uniformity Measurements on New HMA Layers. Transportation Research Board of the National Academies, Washington, DC. Senseney, C., and M. Mooney (2010). Characterization of Two-Layer Soil System Using a Lightweight Deflectometer with Radial Sensors. Transportation Research Record: Journal of the Transportation Research Board, No. 2186, pp. 21–28. Spragg, R., J. Castro, T. Nantung, M. Parades, and W. Weiss (2011). Variability Analysis of the Bulk Resistivity Measured Using Concrete Cylinders, SPR-3509, FHWA/IN/JTRP-2011, Joint Transportation Research Program, Washington, DC. Spragg, R., Y. Bu, K. Snyder, D. Bentz, and J. Weiss (2013a). Electrical Testing of Cement- Based Materials: Role of Testing Techniques, Sample Conditioning, and Accelerated Curing, Publication FHWA/IN/JTRP-2013/28, Joint Transportation Research Program, Indian Department of Transportation and Purdue University, West Lafayette, IN. Spragg, R., C. Villani, K. Snyder, D. Bentz, D. J. Bullard, and J. Weiss (2013b). Electrical Resistivity Measurements in Cementitious Systems: Observations of Factors that Influence the Measurements, National Institute of Standards and Technology, Washington, DC. Stanish, K. D., R.D. Hooton, and M.D.A. Thomas (1997). Testing the Chloride Penetration Resistance of Concrete: A Literature Review University of Toronto, Toronto, ON, Canada. Su, Yen-Fang, Guangshuai Han, Cihang Huang, Tommy Nantung, and Na Lu (2020a) Trial Field Implementation of Piezoelectric Sensing Technique for In-Place Concrete Evaluation, ACI Materials Journal, Volume 118, PP. 147-156, American Concrete Institute Farmington Hills, MI. Su, Yen-Fang, Guangshuai Han, and Na Lu (2020b). Determining the Optimal Traffic Opening Timing Through an In-Situ NDT Method for Concrete Early Age Properties, Report No. FHWA/IN/JTRP-2020/02, Joint Transportation Research Program (SPR), West Lafayette, IN 47907. Tanesi, J., and A. Ardani (2013). Surface Resistivity Test Evaluation as an Indicator for the Chloride Permeability of Concrete, FHWA Publication No: FHWA-HRT-13-024, Turner- Fairbank Highway Research Center, McLean, VA.

115 Tran, Q., and J.R. Roesler (2020). Rapid detection of concrete joint activation using normalized shear wave transmission energy, International Journal of Pavement. Engineering, DOI: 10.1080/10298436.2020.1785448. Transportation Research Board (2018). Glossary of Highway Quality Assurance Terms, Transportation Research Circular E-C037, Washington, DC. Trost, S., G. Fick, J. Hunt, and J. Pruitt (2006). Using Maturity Testing for Airfield Concrete Pavement Construction and Repair, Report IPRF-01-G-002-03-6. Turner Fairbank Highway Research Center Infrastructure Materials Team. (2017). Asphalt Binder Quality Test, Binder Expert Task Group Presentation. https://www.asphaltpavement.org/uploads/documents/Engineering_ETGs/Binder_201709/8_ Youthcheff_TFHRC_Update.pdf Tutumluer, E., M. Moaveni, and I.I.A. Qamhia (2018). NCHRP Synthesis 524: Aggregate Quality Requirements for Pavements, Transportation Research Board, Washington, DC. Voigt, T., Z. Sun, S. Shah (2006). Comparison of Ultrasonic Wave Reflection Method and Maturity Method in Evaluating Early-age Compressive Strength of Mortar. Cement and Concrete Composites, 28(4): 307-16. Volovski, M., M. Arman, and S. Labi (2014). Developing statistical limits for using the light weight deflectometer (LWD) in construction quality assurance (Joint Transportation Research Program Publication No. FHWA/IN/JTRP-2014/10). West Lafayette, IN: Purdue University. Von Quintus, H., J.B. Rauhut, T.W. Kennedy, and P.R. Jordah (1985). Cost Effectiveness of Current Sampling and Testing Programs for Paving Construction and Materials, Report No. FHWA-RD-85-030, Federal Highway Administration, Washington, DC. Von Quintus, H. L., and C. Rao. (2009). NCHRP Report 626: NDT Technology for Quality Assurance of HMA Pavement Construction, Transportation Research Board of the National Academies, Washington, DC. Von Quintus, H.L., C. Rao, H. Titi, B. Bhattacharya and R. English (2010). Evaluation of Intelligent Compaction Technology for Densification of Roadway Subgrades and Structural Layers, Report No. WHRP 10-11, Wisconsin Highway Research Program, Madison, WI. Von Quintus, Harold L., and Jagannath Mallela (2012). Highways for Life Vermont Demonstration Project: Warm Mix Asphalt Overlay and Rehabilitation of U.S. Highway 4A & State Route VT 30, Construction Report for Demonstration Project, ARA Report prepared for FHWA, Federal Highway Administration, Office of Infrastructure, Washington, DC. Von Quintus, H.L., Rao, C., and Irwin, L. (2015). Determination of In-Place Elastic Layer Modulus: Backcalculation Methodology and Procedures, Final Report FHWA-HRT-15-036, Federal Highway Administration, Washington, DC.

116 Von Quintus, Harold L., Chetana Rao, Shree Rao, and Praveen Gopisetti. (2023) Guidance Manual: Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction, NCHRP Final Document, NCHRP Project 10-108, Under Publication, National Cooperative Research Program, Academy of Sciences, Washington, DC. Weiss, J.W., Spragg, R., Isgor, O.B., Ley, T.M., and Van Dam, T., 2017, “Toward performance specifications for concrete: linking resistivity, RCPT and diffusion predictions using the formation factor for use in specifications,” fib Symposium 2017. Maastricht, The Netherlands: International Federation for Structural Concrete. White, David, and Tom Cackler. (2007). Field Validation of Intelligent Compaction Monitoring for Unbound Materials and HMA. Final Report MN/RC-2007-10, Minnesota Department of Transportation. White, D., P. Vennapuso, J. Zhang, H. Gieselman, and M. Morris (2010). Implementation of Intelligent Compaction Performance Based Specifications in Minnesota, Project Report No. 10-395, Center for Transportation Research and Education (CTRE), Iowa State University, Ames, Iowa. Whiting, D. (1981). Rapid Determination of the Chloride Permeability of Concrete, Report No. FHWA/RD-81/119, Federal Highway Administration, Washington, DC. Wimsatt, A.J., T. Scullion, E. Fernando, S. Hurlebaus, R. Lytton, and D. Zollinger (2009). SHRP 2 Report S2-R06-RW: A Plan for Developing High-Speed, Nondestructive Testing Procedures for Both Design Evaluation and Construction Inspection, Transportation Research Board of the National Academies, Washington, DC. Yu, H. T., and L. Khazanovich (2005). Use of Magnetic Tomography Technology to Evaluate Dowel Placement. Report No. FHWA-IF-06-006. Final Report. Federal Highway Administration, Washington, DC. Yuan, D., Smith, K. Ansari, F., Gonzalez, C. (2006). Acceptance Criteria of Airfield Concrete Pavement Using Seismic and Maturity Concepts, IPRF Report IPRF-01-G-002-02- 2. Zhu, J. & Popovics, J. S. (2007). Imaging concrete structures using air-coupled impact-echo. Journal of Engineering Mechanics, 133: 628-640. Zofka, A., M. Chrysochoou, I. Yut, C. Johnston, M. Shaw, S. Sun, J. Mahoney, S. Farquharson, and M. Donahue (2013). SHRP 2 Report S2-R06B-RR-1: Evaluating Applications of Field Spectroscopy Devices to Fingerprint Commonly Used Construction Materials, Transportation Research Board of the National Academies, Washington, DC.

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 Incorporating Nondestructive Testing in Quality Assurance of Highway  Pavement Construction: Conduct of Research Report
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Good quality pavement construction translates directly to good performance and long life. State departments of transportations (DOTs) apply established standards and specifications to perform a wide range of material tests through various stages of a construction contract in accordance with federal aid requirements and state DOT specific requirements.

NCHRP Web-Only Document 375: Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Conduct of Research Report, from TRB's National Cooperative Highway Research Program, develops a manual to assist state DOTs and contractors in selecting and incorporating NDT procedures in their QA programs.

The document is supplemental to NCHRP Research Report 1082: Incorporating Nondestructive Testing in Quality Assurance of Highway Pavement Construction: Manual.

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