References

Adigopula, V. K. (2022). A simplified empirical approach for prediction of pavement layer moduli values using lightweight deflectometer data. International Journal of Pavement Research and Technology, 15(3), 751–763. https://doi.org/10.1007/s42947-021-00050-0

Al-Ihekwaba, E., Dave, E., Sias, J., and Sabouri, M. (2024). Conventional and Recycling Agent (RA)-Treated Cold In-Place Recycled Pavement for Perpetual Characteristics. In International Conference on Maintenance and Rehabilitation of Pavements (pp. 565–575). Cham: Springer Nature Switzerland.

AASHTO (American Association of State Highway and Transportation Officials). (2008). Mechanistic-Empirical Pavement Design Guide: A Manual of Practice. Washington, DC.

Asphalt Academy. (2020). Bitumen Stabilized Materials: A guide for the design and construction of bitumen emulsion and foamed bitumen stabilized materials (3rd ed.). Southern African Bitumen Association. www.asphaltacademy.co.za

ARRA (Asphalt Recycling and Reclaiming Association). (2015). Basic Asphalt Recycling Manual. In Federal Highway Administration (2nd ed., Issue 9). Federal Highway Administration.

Bairgi, B. K., Tarefder, R. A., Amanul Hasan, M., Mehedi Hasan, M., Gburi, M. A., and Khan, Z. (2022). Evaluation of Full-Depth Reclamation and Cold Central-Plant Recycling Mixtures for Laboratory Compaction, Mechanistic Response, and Performance Properties Transportation Research Record: Journal of the Transportation Research Board, 2676(5), 779–792. https://doi.org/10.1177/03611981211070551

Barnes, C. L., Eng, P., and Session, E. C. (2009). Portland Cement Stabilized Full-Depth Reclamation of the Pt. Michaud Beach Road. In 2009 Annual Conference of the Transportation Association of Canada, Vancouver, British Columbia, October (pp. 18–21).

Batioja, D. D. (2011). Evaluation of cement stabilization of a road base material in conjunction with full-depth reclamation in Huaquillas, Ecuador. Brigham Young University.

Baus, R. L., and Stires, N. R. (2010). Mechanistic-empirical pavement design guide implementation (No. FHWA-SC-10-01). University of South Carolina. Dept. of Civil and Environmental Engineering.

Beesam, V. V., and Torres-Machi, C. (2021). Input Parameters for the Mechanistic-Empirical Design of Full-Depth Reclamation Projects Transportation Research Record: Journal of the Transportation Research Board, 2675(11), 384–396. https://doi.org/10.1177/03611981211017916

Bemanian, S., Polish, P., and Maurer, G. (2006). Cold in-place recycling and full-depth reclamation projects by Nevada Department of Transportation: State of the practice Transportation Research Record: Journal of the Transportation Research Board, 1949(1), 54–71. https://doi.org/10.1177/0361198106194900106

Bierman C. R. (2018). A Design Function for Bitumen Stabilised Material Performance Based on Laboratory and Field Evaluation: MEng (Research), Stellenbosch University, Stellenbosch, South Africa.

Bilodeau, J., Carrier, V., and Doré, G. (2019). Field compaction of thick recycled material layers. In Transportation Association of Canada and ITS Canada 2019 Joint Conference and Exhibition.

Bland, S., and Johnson, A. (2021). Paver-Laid Full-Depth Reclamation (FDR) with Portland Cement Introduced in South Carolina. Southeast Cement Promotion Association. Retrieved from https://secement.org/wp-content/uploads/2021/03/2103_1_SCPA_FDR_-SC_r.pdf

Bocci, M., Grilli, A., Cardone, F., and Ferrotti, G. (2014). Full-depth reclamation for the rehabilitation of local roads: A case study International Journal of Pavement Engineering, 15(3), 191–201. https://doi.org/10.1080/10298436.2012.657196

Bowering, R. H. (1970, April). Properties and behavior of foamed bitumen mixtures for road building. In Proceedings of the 5th Australian road research board conference (pp. 38–57). Australia. ARRB.

Bowers, B. F., Allain, D. E., and Diefenderfer, B. K. (2020). Review of agency pavement recycling construction specifications Transportation Research Record: Journal of the Transportation Research Board, 2674(8), 243–251. https://doi.org/10.1177/0361198120931503

Bowers, B. F., Diefenderfer, B. K., Cross, S. A., Vargas, A., and Gu, F. (2023). NCHRP Web-Only Document 363: Construction Guidelines for Cold Central Plant Recycling and Cold In-Place Recycling. Transportation Research Board, Washington, DC. https://doi.org/10.17226/26939, accessed June 17, 2025.

Bradshaw, A. S., Costa, J., and Giampa, J. R. (2016). Resilient moduli of reclaimed asphalt pavement aggregate subbase blends Journal of Materials in Civil Engineering, 28(5), 04015206. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001508

Braham, A., and Henrichs, C. (2015). Examination of Full-Depth Reclamation Techniques for Shale Areas Across Arkansas (No. TRC 1405).

Braham, A. (2024). A Brief Synthesis of Flexible Full Depth Reclamation Performance Testing. In International Conference on Maintenance and Rehabilitation of Pavements (pp. 553–564). Cham: Springer Nature Switzerland.

Buchanan, S. (2007). Resilient Modulus: What, Why, and How? Vulcan Materials Co., Birmingham, AL. https://www.vulcaninnovations.com/public/pdf/2-Resilient-Modulus-Buchanan.pdf, accessed November 17, 2023.

Budge, A. S., and Wilde, W. J. (2007). Monitoring Curing of Emulsion-Stabilized Roadways Using the Dynamic Cone Penetrometer. In Soil and Material Inputs for Mechanistic-Empirical Pavement Design (pp. 1–8). https://doi.org/10.1061/40913(232)7

Carter, A., Bueche, N., and Perraton, D. (2013). Laboratory characterization of CIR and FDR materials. In 3rd Specialty Conference on Material Engineering and Applied Mechanics.

Čížková, Z., Šedina, J., Valentin, J., and Engels, M. (2016). Laboratory experience with the application of monotonic triaxial test on the cold recycled asphalt mixes. https://doi.org/10.14311/ee.2016.220

Collings, D., and Jenkins, K. (2011). The Long-Term Behaviour of Bitumen Stabilised Materials, 10th Conference on Asphalt Pavements for Southern Africa.

Cox, B. C., and Howard, I. L. (2016). Cold in-place recycling characterization for single-component or multiple-component binder systems. Journal of Materials in Civil Engineering, 28(11), 04016118.

Cox, B. C., Howard, I. L., and Campbell, C. S. (2016). Cold in-place recycling moisture-related design and construction considerations for single or multiple component in binder systems Transportation Research Record of the Transportation Research Board, 2575(1), 27–38.

Cross, S. A. (2000). Evaluation of Cold In-Place Recycled Mixtures on US-283 Final Report, No. KS-99-4. University of Kansas, Lawrence.

Cross, S. A. (2003). Determination of Superpave^® gyratory compactor design compactive effort for cold in-place recycled mixtures Transportation Research Record: Journal of the Transportation Research Board, 1819(1), 152–160.

Dal Ben, M., and Jenkins, K. J. (2014). Performance of cold recycling materials with foamed bitumen and increasing percentage of reclaimed asphalt pavement Road Materials and Pavement Design, 15(2), 348–371. https://doi.org/10.1080/14680629.2013.872051

Dave, E., Sias, J., Ogbo, C., Zegeye, E., and Dai, S. (2022). Evaluation of Curing Effects on Cold In-Place Recycled (CIR) Materials. https://www.mndot.gov/research/reports/2022/202211.pdf

Diefenderfer, B. K., and Apeagyei, A. K. (2011). Analysis of full-depth reclamation trial sections in Virginia (No. FHWA/VCTIR 11-R23). Virginia Center for Transportation Innovation and Research.

Diefenderfer, B., Apeagyei, A., Gallo, A., Dougald, L., and Weaver, C. (2012). In-place pavement recycling on I-81 in Virginia Transportation Research Record: Journal of the Transportation Research Board, 2306, 21–27. https://doi.org/10.3141/2306-03

Diefenderfer, B. K., Bowers, B. F., Schwartz, C. W., Farzaneh, A., and Zhang, Z. (2016). Dynamic modulus of recycled pavement mixtures Transportation Research Record: Journal of the Transportation Research Board, 2575(1), 19–26. https://doi.org/10.3141/2575-03

Diefenderfer, B. K., Boz, I., Habbouche, J., Jones, D., and Hand, A. J. (2020). Development and assessment of rapid tests for construction of asphalt-treated cold recycled pavements Transportation Research Record: Journal of the Transportation Research Board, 2674(3), 189–198. https://doi.org/10.1177/0361198120908867

Diefenderfer, B. K., Boz, I., Habbouche, J., Jones, D., Hand, A. J., Bowers, B. F., and Flintsch, G. (2021). NCHRP Research Report 960: Proposed AASHTO Practice and Tests for Process Control and Product Acceptance of Asphalt-Treated Cold Recycled Pavements. (No. Project 09-62). Transportation Research Board, Washington, DC.

Diefenderfer, B. K., Flintsch, G., Xue, W., Meroni, F., Boz, I., and Timm, D. (2023). Structural Performance of an Asphalt Pavement Containing Cold Central Plant Recycling and Full-Depth Reclamation Transportation Research Record: Journal of the Transportation Research Board, 2677(1), 409–419.

Dillon, S., Crouch, L. K., and Young, K. (2015). Full-Depth Reclamation with Lime and Substandard Fly Ash. World of Coal Ash (WOCA) conference in Nashville, TN.

Donovan, H. B., Eng, P., and Stefaniw, R. (2003). Experience with full depth reclamation/stabilization using expanded asphalt (Foamed Bitumen) in Edmonton, Alberta. In Annual Conf. and Exhibition of the Transportation Association of Canada, Transportation Association of Canada, Ottawa.

Eller, A., and Olson, R. (2009). Recycled pavements using foamed asphalt in Minnesota (No. MN/RC 2009-09).

Ellis, W., Tremblay, J., Sanborn, D., Colgrove, G., and Ahearn, W. (2015). Assessment of design parameters and construction requirements for full depth reclamation projects with cement (No. 2015-05). Vermont Agency of Transportation. Research and Development Section. https://rosap.ntl.bts.gov/view/dot/28616

Evers, E., and Torres-Machi, C. (2024). Impacts of Increased Prediction Accuracy in Management Decisions: A Study of Full-Depth Reclamation Pavements Journal of Infrastructure Systems, 30(1), 04023037. https://doi.org/10.1061/JITSE4.ISENG-2400

Fedrigo, W., Núñez, W. P., López, M. A. C., Kleinert, T. R., and Ceratti, J. A. P. (2018). A study on the resilient modulus of cement-treated mixtures of RAP and aggregates using indirect tensile, triaxial and flexural tests Construction and Building Materials, 171, 161–169. https://doi.org/10.1016/j.conbuildmat.2018.03.119

Federal Lands Highway Division of the FHWA. (2005). Roadway Surfacing Options Photo Album: Companion Document to Context Sensitive Roadway Surfacing Selection Guide. Central Federal Lands Highway Division, Lakewood, CO.

FHWA. (2018). Overview of project selection guidelines for cold in-place and cold central plant pavement recycling (Publication No. HIF-17-042). Retrieved from https://www.fhwa.dot.gov/pavement/asphalt/pubs/hif17042.pdf

FDOT (Florida Department of Transportation). (2015). “Measurement of Water Permeability of Compacted Asphalt Paving Mixtures” FM 5-565. https://www.fdot.gov/docs/default-source/materials/administration/resources/library/publications/fstm/methods/fm5-565.pdf

Fu, P., and Harvey, J. T. (2007). Temperature sensitivity of foamed asphalt mix stiffness: Field and lab study International Journal of Pavement Engineering, 8(2), 137–145. https://doi.org/10.1080/10298430601149486

Fu, P., Steven, B. D., Jones, D., and Harvey, J. T. (2009). Relating laboratory foamed asphalt mix resilient modulus tests to field measurements Road Materials and Pavement Design, 10(1), 155–185. https://doi.org/10.1080/14680629.2009.9690186

Fu, P., Jones, D., Harvey, J. T., and Bukhari, S. A. (2009). Laboratory test methods for foamed asphalt mix resilient modulus Road Materials and Pavement Design, 10(1), 188–212.

Gandi, A., BenSalem, F., Bressi, S., Carter, A., and Bueche, N. (2016). Double coating of full depth reclamation materials. In Proceedings of Sixth Eurasphalt and Eurobitume Congress. Czech Technical University in Prague, Prague, Czech Republic.

Gandi, A., Kagabo, J. N., Carter, A., and Singh, D. (2018). Study of the use of confining pressure when measuring the complex modulus of full-depth reclamation materials. Laboratory characterization of bitumen treated full depth reclamation materials, 51.

Gatiganti, S. C., Allain, D., and Bowers, B. F. (2023). Specimen size effect on dynamic modulus measurement of cold recycled and full depth reclamation mixtures Construction and Building Materials, 393, 132095. https://doi.org/10.1016/j.conbuildmat.2023.132095

Ghanizadeh, A. R., Rahrovan, M., and Bafghi, K. B. (2018). The effect of cement and reclaimed asphalt pavement on the mechanical properties of stabilized base via full-depth reclamation Construction and Building Materials, 161, 165–174. https://doi.org/10.1016/j.conbuildmat.2017.11.124

Ghasemi, P., Yu, J., Ledtji, P., Williams, R. C., and Jahren, C. (2018). Field Investigation of Stabilized Full-Depth Reclamation (SFDR). https://rosap.ntl.bts.gov/view/dot/64619

Gkyrtis, K., Plati, C., and Loizos, A. (2023). Structural Performance of Foamed Asphalt Base in a Full Depth Reclaimed and Sustainable Pavement. Sustainability, 15(4), 3622. https://doi.org/10.3390/su15043622

Godenzoni, C., Graziani, A., and Bocci, M. (2015, June). Influence of reclaimed asphalt content on the complex modulus of cement bitumen treated materials. In 6th International conference bituminous mixtures and pavements, Thessaloniki (Greece) (pp. 589–596).

Grasmick, J. G., Mooney, M. A., Surdahl, R. W., Voth, M., and Senseney, C. (2015). Capturing a layer response during the curing of stabilized earthwork using a multiple sensor lightweight deflectometer Journal of Materials in Civil Engineering, 27(6), 04014183. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001137

Graziani, A., Godenzoni, C., Cardone, F., and Bocci, M. (2016). Effect of curing on the physical and mechanical properties of cold-recycled bituminous mixtures Materials and Design, 95, 358–369. https://doi.org/10.1016/j.matdes.2016.01.094

Griggs, B. E. (2009). Evaluation of full-depth reclamation on strength and durability of pavement base layers. Brigham Young University.

Guatimosim, F. V., Vasconcelos, K. L., Bernucci, L. L. B., and Jenkins, K. J. (2018). Laboratory and field evaluation of cold recycling mixture with foamed asphalt Road Materials and Pavement Design, 19(2), 385–399. https://doi.org/10.1080/14680629.2016.1261726

Guthrie, W. S., Brown, A. V., and Eggett, D. L. (2007). Cement stabilization of aggregate base material blended with reclaimed asphalt pavement Transportation Research Record: Journal of the Transportation Research Board, 2026(1), 47–53. https://doi.org/10.3141/2026-06

Hartman, M., Turos, M., Ghosh, D., and Marasteanu, M. (2016). Full-Depth Reclamation (FDR) for Suburban/Urban and Local Roads Application.

Harvey, J., Meijer, J., Ozer, H., Al-Qadi, I. L., Saboori, A., and Kendall, A. (2016). Pavement life cycle assessment framework (No. FHWA-HIF-16-014). Federal Highway Administration.

Hölttä, J. (2012). Assessment of Full Depth Reclamation method for rehabilitation of low-volume roads. Masterʼs thesis, Aalto University School of Engineering, Finland.

Howard, I. L., and Cox, B. C. (2016). Multiyear Laboratory and Field Performance Assessment of High-Traffic US-49 Full-Depth Reclamation Transportation Research Record: Journal of the Transportation Research Board, 2573(1), 86–97. https://doi.org/10.3141/2573-11

Jenkins, K. J., and Van de Ven, M. F. C. (1999). Mix design considerations for foamed bitumen mixtures. In Proceedings of 7th Conference on Asphalt Pavements of Southern Africa, RSA.

Jenkins, K. J., Long, F. M., and Ebels, L. J. (2007). Foamed bitumen mixes = Shear performance? International Journal of Pavement Engineering, 8(2). https://doi.org/10.1080/10298430601149718

Jenkins, K. J., Twagira, M. E., Kelfkens, R. W., and Mulusa, W. K. (2012). New laboratory testing procedures for mix design and classification of bitumen-stabilised materials Road Materials and Pavement Design 13(4). https://doi.org/10.1080/14680629.2012.742625

Johanneck, L., and Dai, S. (2013). Responses and performance of stabilized full-depth reclaimed pavements at the Minnesota road research facility Transportation Research Record: Journal of the Transportation Research Board, 2368(1), 114–125. https://doi.org/10.3141/2368-11

Jones, D., Wu, R., and Louw, S. (2015). Comparison of full-depth reclamation with Portland cement and full-depth reclamation with no stabilizer in accelerated loading test Transportation Research Record: Journal of the Transportation Research Board, 2524(1), 133–142. https://doi.org/10.3141/2524-13

Jones, D., Louw, S., and Wu, R. (2016). Full-Depth Reclamation: Cost-Effective Rehabilitation Strategy for Low-Volume Roads Transportation Research Record: Journal of the Transportation Research Board, 2591(1), 1–10. https://doi.org/10.3141/2591-01.

Kaloush, K. E., Biligiri, K. P., Zeiada, W. A., Rodezno, M. C., and Reed, J. X. (2010). Evaluation of fiber-reinforced asphalt mixtures using advanced material characterization tests Journal of Testing and Evaluation, 38(4), 400–411.

Kandhal, P. S., and Mallick, R. B. (1998). Pavement recycling guidelines for state and local governments: participantʼs reference book (No. FHWA-SA-98-042).

Kedarisetty, S., Kim, C., Butt, A., Harvey, J., Lea, J., and Jones, D. (2023). Life Cycle Cost Analysis Input Framework for Full Depth Recycling and Application on State Route 113 and State Route 84.

Kendall, A. (2012). Life Cycle Assessment for Pavement: Introduction. Presentation in Minutes, FHWA Sustainable Pavement Technical Working Group Meeting, April 25–26, 2012, Davis, CA

Kim, Y. R., Seo, Y., King, M., and Momen, M. (2004). Dynamic modulus testing of asphalt concrete in indirect tension mode Transportation Research Record: Journal of the Transportation Research Board, 1891, 163–173

Kim, Y., Lee, H. D., and Heitzman, M. (2007). Validation of new mix design procedure for cold in-place recycling with foamed asphalt Journal of Materials in Civil Engineering, 19(11), 1000–1010. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:11(1000)

Kim, Y., Lee, H. D., and Heitzman, M. (2009). Dynamic modulus and repeated load tests of cold in-place recycling mixtures using foamed asphalt Journal of Materials in Civil Engineering, 21(6), 279–285. https://doi.org/10.1061/(ASCE)0899-1561(2009)21:6(279)

Kim, Y., Im, S., and Lee, H. D. (2011). Impacts of Curing Time and Moisture Content on Engineering Properties of Cold In-Place Recycling Mixtures Using Foamed or Emulsified Asphalt. Journal of Materials in Civil Engineering, 23(5), 542–553. https://doi.org/10.1061/(asce)mt.1943-5533.0000209

King, D., and Akakin, T. (2023). Performance of Concrete Overlays over Full Depth Reclamation (No. NRRA202301). Minnesota. Department of Transportation. Office of Research and Innovation. https://rosap.ntl.bts.gov/view/dot/67163

Kroge, M., McGlumphy, K., and Besseche, T. (2009). Full-depth reclamation with engineered emulsion in Fairburn, Georgia Transportation Research Record: Journal of the Transportation Research Board, 2095(1), 136–143. https://doi.org/10.3141/2095-14

Kuchiishi, A. K. (2019). Mechanical behavior of cold recycled asphalt mixtures. Doctoral dissertation, Universidade de São Paulo.

Kuchiishi, A. K., Vasconcelos, K., dos Santos Antão, C. C., de Souza, G., Rodrigues de Andrade, L., Dave, E., and Bariani Bernucci, L. L. (2021). Impact of nonlinear elastic behavior of foamed asphalt stabilized mixes on pavement structural performance Journal of Materials in Civil Engineering, 33(10), 04021261. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003919

Kwon, J., Seo, Y., Kaplan, A., and Yang, J. (2020). Full Depth Pavement Reclamation: Performance Assessment and Recommendations for Best Performance (No. GDOT-GA-20-1822). Georgia. Dept. of Transportation. Office of Performance-Based Management and Research.

Kwon, J., Seo, Y., Yang, J., and Kaplan, A. (2021). Field and numerical investigation of full depth reclamation with Portland cement in Georgia. Transportation Geotechnics, 27, 100465. https://doi.org/10.1016/j.trgeo.2020.100465

Lane, B., and Kazmierowski, T. (2012). Ten-year performance of full-depth reclamation with expanded asphalt stabilization on Trans-Canada highway, Ontario, Canada Transportation Research Record: Journal of the Transportation Research Board, 2306(1), 45–51. https://doi.org/10.3141/2306-06

Le, J. L., Marasteanu, M., and Milavitz, R. (2016). Investigation of Performance Requirements of Full-Depth Reclamation Stabilization (No. MN/RC 2016-09).

Lee, K. W. W., Brayton, T. E., and Huston, M. (2002). Development of performance based mix-design for cold in-place recycling (CIR) of bituminous pavements based on fundamental properties (No. FHWACIR-02-01). FHWA Office of Pavement Technology.

Lewis, D. E., Jared, D. M., Torres, H., and Mathews, M. (2006). Georgiaʼs use of cement-stabilized reclaimed base in full-depth reclamation Transportation Research Record: Journal of the Transportation Research Board, 1952(1), 125–133. https://doi.org/10.1177/0361198106195200114

Lin, S., Ashlock, J. C., and Williams, R. C. (2016). Nondestructive quality assessment of asphalt pavements based on dynamic modulus Construction and Building Materials, 112, 836–847. https://doi.org/10.1016/j.conbuildmat.2016.02.189

Lin, S., Ashlock, J., Williams, R. C., Lee, H. D., and Wang, Y. (2018). Evaluation of three nondestructive testing techniques for quality assessment of asphalt pavements Nondestructive Testing and Evaluation, 33(4), 361–375. https://doi.org/10.1080/10589759.2018.1484921

Long, F., and Theyse, H. (2004). Mechanistic-empirical structural design models for foamed and emulsified bitumen treated materials. In Proceedings of the 8th Conference on Asphalt Pavements for Southern Africa (CAPSAʼ04), p. 102.

Louw, S., Wu, R., Hammack, J., and Jones, D. (2019). Development of an improved test setup for measuring the resilient modulus of stabilized pavement materials Transportation Research Record: Journal of the Transportation Research Board, 2673(2), 304–313.

Ma, W. (2018). Design and characterization of cold recycled foamed asphalt mixtures with high RAP contents. Doctoral dissertation, Auburn University.

Maher, M., Marshall, C., Harrison, F., and Baumgaertner, K. (2005). Context Sensitive Roadway Surfacing Selection Guide. FHWA, Central Federal Lands Highway Division, Lakewood, CO.

Mallick, R. B., Kandhal, P. S., Brown, E. R., Teto, M. R., Bradbury, R. L., and Kearney, E. J. (2001). Development of a rational and practical mix design system for full depth reclamation (FDR) Journal of the Association of Asphalt Paving Technologists, 70.

Mallick, R. B., Teto, M. R., Kandhal, P. S., Ray Brown, E., Bradbury, R. L., and Kearney, E. J. (2002). Laboratory study of full-depth reclamation mixes Transportation Research Record: Journal of the Transportation Research Board, 1813(1), 103–110. https://doi.org/10.3141/1813-13

Mallick, R. B., Bonner, D. S., Bradbury, R. L., Andrews, J. O., Kandhal, P. S., and Kearney, E. J. (2002). Evaluation of performance of full-depth reclamation mixes Transportation Research Record: Journal of the Transportation Research Board, 1809(1), 199–208. https://doi.org/10.3141/1809-22

Mallick, R. B., Nivedya, M. K., Veeraragavan, R., Nazarian, S., and Tirado, C. (2019). An alternative approach to testing of moisture susceptibility of recycled pavement materials Journal of Cleaner Production, 224, 583–591. https://doi.org/10.1016/j.jclepro.2019.03.262

Marquis, B. (2008). Full depth reclamation with cement, second and third interim, December 2008 (No. 42861). Maine. Dept. of Transportation.

Marquis, B., Bradbury, R. L., Colson, S., Malick, R. B., Nanagiri, Y. V., Gould, J. S., et al. (2003, January). Design, construction and early performance of foamed asphalt full depth reclaimed (FDR) pavement in Maine. In CD-ROM of TRB 82th Annual Meeting.

Melese, E., Baaj, H., Tighe, S., Zupko, S., and Smith, T. (2019). Characterisation of full-depth reclaimed pavement materials treated with hydraulic road binders Construction and Building Materials, 226, 778–792. https://doi.org/10.1016/j.conbuildmat.2019.07.317

Miller, H. J., Guthrie, W. S., Crane, R. A., and Smith, B. (2006). Evaluation of cement-stabilized full-depth-recycled base materials for frost and early traffic conditions.

Morian, D. A., Solaimanian, M., Scheetz, B., and Jahangirnejad, S. (2012). Developing standards and specifications for full-depth pavement reclamation (No. FHWA-PA-2012-004-090107). Pennsylvania. Dept. of Transportation. https://rosap.ntl.bts.gov/view/dot/24484

Mulusa, W. K. (2009). Development of a Simple Triaxial Test for Characterizing Bitumen Stabilised Materials. Masterʼs Thesis, University of Stellenbosch, Stellenbosch, South Africa.

Nantung, T., Ji, Y., and Shields, T. (2011). Pavement Structural Evaluation and Design of Full-Depth Reclamation (FDR) Pavement. In Transportation Research Board 90th Annual Meeting Compendium of Papers DVD, Washington, DC, January (pp. 23–27).

Ogbo, C., Dave, E. V., Sias, J. E., and Zegeye, E. (2022). Correlating field and laboratory evolution of curing in cold in-place recycled (CIR) materials Construction and Building Materials, 345, 128352.

Owino, J., Onyango, M., Wu, W., Fomunung, I., Brown, H. J., Dumbiri, O., and Msechu, K. (2022). Performance Evaluation of Full Depth Reclaimed (FDR) Pavements in Tennessee (No. RES2020-11). Tennessee Department of Transportation. https://rosap.ntl.bts.gov/view/dot/62733

PPRA (Pavement Preservation and Recycling Alliance). (n.d.) Full depth reclamation (FDR) techniques. RoadResource.org. Retrieved November 2023 from https://roadresource.org/treatment_resources/full_depth_reclamation

Preti, F. (2021). Laboratory and computational mechanics-based framework for the analysis and design of cold recycled pavement layers (Doctoral diss., University of New Hampshire).

Reeder, G. D., Harrington, D. S., Ayers, M. E., and Adaska, W. (2017). Guide to Full-Depth Reclamation (FDR) with Cement (No. SR1006P). http://www2.cement.org/pdf_files/sr1006p.pdf

Romanoschi, S. A., Hossain, M., Gisi, A., and Heitzman, M. (2004). Accelerated pavement testing evaluation of the structural contribution of full-depth reclamation material stabilized with foamed asphalt Transportation Research Record: Journal of the Transportation Research Board, 1896(1), 199–207.

Sabouri, M., Wegman, D. E., and Marti, M. (2022). Stabilized Full Depth Reclamation (SFDR)–Evaluation of Two Stabilization Products: BASE ONE® and Engineered Emulsion (No. MN 2022-06). Minnesota Department of Transportation. Local Road Research Board. https://rosap.ntl.bts.gov/view/dot/66965

Schwartz, C., Diefenderfer, B., and Bowers, B. (2017). NCHRP Research Report 863: Material Properties of Cold In-Place Recycled and Full-Depth Reclamation Asphalt Concrete. Transportation Research Board, Washington, DC. https://doi.org/10.17226/24902

Scullion, T., Guthrie, S., and Sebesta, S. (2003). Field performance and design recommendations for full depth recycling in Texas (No. FHWA/TX-03/4182-1).

Scullion, T., Sebesta, S., Estakhri, C. K., Harris, P., Shon, C. S., Harvey, O., and Rose-Harvey, K. (2012). Full-depth reclamation: New test procedures and recommended updates to specifications (No. 0-6271-2). Texas Transportation Institute.

Sebaaly, P. E., Ortiz, J. A., Hand, A. J., and Hajj, E. Y. (2019). Practical method for in-place density measurement of cold in-place recycling mixtures Construction and Building Materials, 227, 116731.

Sebesta, S., Scullion, T., and Estakhri, C. (2011). Field and laboratory investigations for full depth reclamation projects (No. FHWA/TX-10/0-6271-1). Texas Transportation Institute. https://rosap.ntl.bts.gov/view/dot/20313

Senseney, C. T. (2011). Exploring the influence of tactical airfield layer properties on light weight deflectometer response. 2011-Mines Theses and Dissertations.

Serfass, J. P. (2002). Studies and research-emulsion coatings: For a new study method. Revue générale des routes et des aerodromes, (808), 85

Shepard, J. M., Pickett, J., and Kienzle, M. (1991). Full-depth reclamation with calcium chloride Transportation Research Record, 1295.

Siekmeier, J. A., Young, D., and Beberg, D. (2000). Comparison of the dynamic cone penetrometer with other tests during subgrade and granular base characterization in Minnesota. ASTM Special Technical Publication, 1375, 175–188.

Smith, S. (2013). Full depth reclamation: Bringing developing countriesʼ transportation up to speed.

Smith, S. (2015). Comparing Layer Types for the Use of MEPDG for FDR Design. University of Arkansas.

Smith, S., and Braham, A. (2018). Comparing layer types for the use of PavementME for asphalt emulsion full depth reclamation design Construction and Building Materials, 158, 481-489. https://doi.org/10.1016/j.conbuildmat.2017.10.054

Smith, S., Henrichs, C., and Braham, A. (2017). Exploring compaction methods for laboratory performance of full depth reclamation Journal of Testing and Evaluation. 45(2), 484–496.

Stroup-Gardiner, M. (2011). NCHRP Synthesis 421: Recycling and Reclamation of Asphalt Pavements Using In-Place Methods. Transportation Research Board of the National Academies, Washington, DC. https://doi.org/10.17226/14568

Suebsuk, J., Daprom, P., Arngbunta, A., and Chindaprasirt, P. (2024). Strength characteristics and mix design of full-depth reclamation of asphalt pavement with cement Construction and Building Materials, 438, 136901.

Taha, R., Al-Harthy, A., Al-Shamsi, K., and Al-Zubeidi, M. (2002). Cement stabilization of reclaimed asphalt pavement aggregate for road bases and subbases. Journal of Materials in Civil Engineering, 14(3), 239–245. https://doi.org/10.1061/(ASCE)0899-1561(2002)14:3(239)

Tebaldi, G., Dave, E. V., Marsac, P., Muraya, P., Hugener, M., Pasetto, M., Graziani, A., Grilli, A., Bocci, M., Marradi, A., Wendling, L., Gaudefroy, V., Jenkins, K., Loizos, A., and Canestrari, F. (2014). Synthesis of standards and procedures for specimen preparation and in-field evaluation of cold-recycled asphalt mixtures Road Materials and Pavement Design, 15(2), 272–299. https://doi.org/10.1080/14680629.2013.866707

Theyse, H., Long, F., Harvey, J. T., and Monismith, C. L. (2004). Discussion of Deep In situ Recycling (DISR).

Thompson, M. R. (1996). Mechanistic-empirical flexible pavement design: An overview. Transportation Research Record, 1539(1), 1–5. https://doi.org/10.1177/0361198196153900101

Timm, D. H., Robbins, M. M., Tran, N., and Rodezno, C. (2014). Recalibration procedures for the structural asphalt layer coefficient in the 1993 AASHTO pavement design guide (No. NCAT Report 14-08).

Tompkins, D. (2021). Modulus and Dynamic Cone Penetrometer Data Collection for Full-Depth Reclamation Projects (No. MN 2021-05). Minnesota Department of Transportation.

Ullidtz, P., Harvey, J., Basheer, I., Jones, D., Wu, R., Lea, J., and Lu, Q. (2010). CalME, a mechanistic–empirical program to analyze and design flexible pavement rehabilitation Transportation Research Record: Journal of the Transportation Research Board, 2153(1), 143–152. https://doi.org/10.3141/2153-16

Vrtis M. (2023) Stabilized full depth reclamation test sections [Internet]. NRRA Newsletter: February 2019. Minnesota Department of Transportation. Available from: https://www.dot.state.mn.us/mnroad/nrra/newsletter/2019/february.html

Wegman, D. E., Sabouri, M., Korzilius, J., Kuehl, R. (2017). Base stabilization guidance and additive selection for pavement design and rehabilitation (No. MN/RC-2017RIC02). Minnesota Dept. of Transportation. Research Services Section.

Wen, H., Tharaniyil, M. P., Ramme, B., and Krebs, S. (2004). Field performance evaluation of Class C fly ash in full-depth reclamation: Case history study Transportation Research Record: Journal of the Transportation Research Board, 1869(1), 41–46. https://doi.org/10.3141/1869-05

Wen, H., and Ramme, B. (2008). Performance evaluation of asphalt pavement with fly ash stabilized FDR base: A case study. In Airfield and Highway Pavements: Efficient Pavements Supporting Transportationʼs Future (pp. 423–433).

Wirtgen GmbH. (2012). Cold Recycling: Wirtgen Cold Recycling Technology: Windhagen, Germany.

Wilson, K. (2016). Evaluation of Pavement Rehabilitation Strategies on Route 165 and Prediction Performance. Open Access Dissertations. Paper 463. https://digitalcommons.uri.edu/oa_diss/463

Wu, Z., Groeger, J. L., Simpson, A. L., and Hicks, R. G. (2010). Performance Evaluation of Various Rehabilitation and Preservation Treatments. FHWA-HIF-10-020. Federal Highway Administration, Washington, DC.

Xiao, F., Yao, S., Wang, J., Li, X., and Amirkhanian, S. (2018). A literature review on cold recycling technology of asphalt pavement Construction and Building Materials, 180, 579–604. https://doi.org/10.1016/j.conbuildmat.2018.06.006

Yang, Y. H., and Wu, Y. B. (2014). Mix design for full-depth reclaimed asphalt pavement with cement as stabilizer. In Advanced Characterization of Asphalt and Concrete Materials (pp. 1–8). https://doi.org/10.1061/9780784478554.001

You, Z., Yang, X., Yao, H., and Goh, S. W. (2012). Preliminary study of materials effect of cold in-place and full-depth reclamation asphalt concrete in mechanistic-empirical pavement design. In CICTP 2012: Multimodal Transportation Systems—Convenient, Safe, Cost-Effective, Efficient (pp. 3475–3485). https://doi.org/10.1061/9780784412442.352

Yzenas Jr, J. J., and Cook, K. (2019, July). Evaluation of Full/Partial Depth Reclamation of Secondary Roads Utilizing Sustainable Steel Slag Materials and the Light Weight Deflectometer (LWD). In International Airfield and Highway Pavements Conference 2019 (pp. 243–254). Reston, VA: American Society of Civil Engineers.