Health Monitoring of Closure Joints in Accelerated Bridge Construction: A Review of Non-Destructive Testing Application
Accelerated Bridge Construction (ABC) uses prefabricated elements that are made continuous using cast-in-place joints. Deck joints are normally referred to as “Closure Joints.” There have been concerns about long-term durability of these joints that are expected to become rapidly serviceable. Normal...
Saved in:
Published in | Journal of Advanced Concrete Technology Vol. 17; no. 7; pp. 381 - 404 |
---|---|
Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Tokyo
Japan Concrete Institute
09.07.2019
Japan Science and Technology Agency |
Subjects | |
Online Access | Get full text |
Cover
Loading…
Abstract | Accelerated Bridge Construction (ABC) uses prefabricated elements that are made continuous using cast-in-place joints. Deck joints are normally referred to as “Closure Joints.” There have been concerns about long-term durability of these joints that are expected to become rapidly serviceable. Normally, they contain reinforcing bars and enclosures of various shapes that in some cases create congestion within the joint. The specific nature of the joint application, in-situ casting, curing, material incompatibility, cold joints, cavities and steel congestion contribute to creating the potential for leaving defects and anomalies in the closure joints. This, in turn, results in a higher potential for exposure and other detrimental effects with possible degradation in time, and therefore reducing the strength and serviceability of the joint, hence creating a weak link for the structure. The long-term deflections and environmental loading will only exacerbate the situation. Hence, evaluation and health monitoring of the closure joints becomes inevitable. Despite the wide use of non-destructive testing (NDT) methods for bridge structures in general, a concerted attempt for categorization of these methods, comparison of capabilities, and selection of methods most applicable to closure joints is lacking. To address this, a research project was carried out as part of activities in the Accelerated Bridge Construction University Transportation Center (ABC-UTC) of Florida International University. This study included a comprehensive literature review with a focus on NDT methods applicable to health monitoring of ABC closure joints. The study focused on joint types relevant to precast concrete decks commonly used for ABC bridges, therefore, FRP (fiber reinforced plastic), timber (wood), and steel of any shape were excluded for the time being. The study resulted in categorizing the most common closure joints in five general groups based on their features affecting the application of the NDT methods. Accordingly, the most promising NDT methods were identified taking into account the distinctive defects and anomalies associated with closure joints. These methods were evaluated for their efficacy, ease of use and other characteristic influencing their use as preferred methods for each type of joint. A flowchart was introduced to assist in selection of the most applicable NDT method to each type of defect in closure joints. This paper summarizes the results of this study. |
---|---|
AbstractList | Accelerated Bridge Construction (ABC) uses prefabricated elements that are made continuous using cast-in-place joints. Deck joints are normally referred to as “Closure Joints.” There have been concerns about long-term durability of these joints that are expected to become rapidly serviceable. Normally, they contain reinforcing bars and enclosures of various shapes that in some cases create congestion within the joint. The specific nature of the joint application, in-situ casting, curing, material incompatibility, cold joints, cavities and steel congestion contribute to creating the potential for leaving defects and anomalies in the closure joints. This, in turn, results in a higher potential for exposure and other detrimental effects with possible degradation in time, and therefore reducing the strength and serviceability of the joint, hence creating a weak link for the structure. The long-term deflections and environmental loading will only exacerbate the situation. Hence, evaluation and health monitoring of the closure joints becomes inevitable. Despite the wide use of non-destructive testing (NDT) methods for bridge structures in general, a concerted attempt for categorization of these methods, comparison of capabilities, and selection of methods most applicable to closure joints is lacking. To address this, a research project was carried out as part of activities in the Accelerated Bridge Construction University Transportation Center (ABC-UTC) of Florida International University. This study included a comprehensive literature review with a focus on NDT methods applicable to health monitoring of ABC closure joints. The study focused on joint types relevant to precast concrete decks commonly used for ABC bridges, therefore, FRP (fiber reinforced plastic), timber (wood), and steel of any shape were excluded for the time being. The study resulted in categorizing the most common closure joints in five general groups based on their features affecting the application of the NDT methods. Accordingly, the most promising NDT methods were identified taking into account the distinctive defects and anomalies associated with closure joints. These methods were evaluated for their efficacy, ease of use and other characteristic influencing their use as preferred methods for each type of joint. A flowchart was introduced to assist in selection of the most applicable NDT method to each type of defect in closure joints. This paper summarizes the results of this study. |
Author | Mehrabi, Armin Farhangdoust, Saman |
Author_xml | – sequence: 1 fullname: Farhangdoust, Saman organization: Accelerated Bridge Construction University Transportation Center (ABC-UTC), Department of Civil and Environmental Engineering, Florida International University, Miami, FL 33174, USA – sequence: 2 fullname: Mehrabi, Armin organization: Accelerated Bridge Construction University Transportation Center (ABC-UTC), Department of Civil and Environmental Engineering, Florida International University, Miami, FL 33174, USA |
BookMark | eNp1kE1LAzEQhoMoqNWTfyDgUbbmY7fZ9SDU-lGlKkg9hzQ726asSU3SFv-9u23pQfA0A_M-78y8p-jQOgsIXVDS5TSj13OlY5eKLs_pATqhPBUJLyg_3PS9JCc0PUanIcwJ4YILcYLWQ1B1nOFXZ0103tgpdhUe1C4sPeAXZ2wM2Fjc1xpq8CpCie-8KaeAB86G6Jc6GmdvcB9_wMrAusXfnE3uYTdcAR43fevcXyxqo1ULnKGjStUBzne1gz4fH8aDYTJ6f3oe9EeJzhiJicjTCRGkKFmeiUmVl6TURVaKjOmMV0rnAtKqpzmoHi9TxoFRDUoQXghWNi_yDrrc-i68-142d8i5W3rbrJSM5YKkTPCiUV1tVdq7EDxUcuHNl_I_khLZJivbZCUVskm2UdM_am3i5qvolan_YW63zDxENYW9v_LR6Br2WrED9gM9U16C5b_M-Zae |
CitedBy_id | crossref_primary_10_1016_j_jcsr_2024_108814 crossref_primary_10_32604_sdhm_2023_023431 crossref_primary_10_3390_infrastructures10020028 crossref_primary_10_3390_app10041457 crossref_primary_10_1155_2021_8623624 crossref_primary_10_3390_buildings13040918 crossref_primary_10_1038_s41598_022_10381_y crossref_primary_10_3390_machines12060385 crossref_primary_10_1016_j_engstruct_2021_112806 crossref_primary_10_3390_app131910942 crossref_primary_10_3390_machines12010042 crossref_primary_10_1016_j_ndteint_2020_102235 crossref_primary_10_3390_app11209757 crossref_primary_10_1117_1_JRS_14_014511 crossref_primary_10_1016_j_engstruct_2022_114969 crossref_primary_10_1016_j_istruc_2023_01_023 crossref_primary_10_3390_app13148414 crossref_primary_10_1016_j_heliyon_2023_e21399 crossref_primary_10_2478_amns_2023_2_00760 crossref_primary_10_1038_s41598_021_00326_2 crossref_primary_10_1142_S0219455421500437 crossref_primary_10_1364_OE_478367 crossref_primary_10_3390_infrastructures8120172 crossref_primary_10_1016_j_sna_2024_115540 crossref_primary_10_1177_13694332231223624 crossref_primary_10_3390_ma17153814 crossref_primary_10_1080_10589759_2023_2239434 |
Cites_doi | 10.3151/jact.14.205 10.1061/(ASCE)0733-9445(1997)123:7(927) 10.1061/(ASCE)1084-0702(2007)12:2(215) 10.1080/10589759.2018.1428322 10.1016/j.ndteint.2010.09.013 10.1088/0022-3735/22/3/009 10.1155/2018/1361932 10.1007/BF02481652 10.1520/ACEM20170108 10.1155/2014/929341 10.3390/app9081628 10.1002/rob.21791 10.1007/s12205-014-0633-9 10.3390/s151229845 10.1061/(ASCE)ST.1943-541X.0000518 10.1061/(ASCE)1084-0702(2006)11:6(716) 10.1016/j.proeng.2013.03.051 10.1016/S0963-8695(00)00051-7 10.1061/(ASCE)0733-9445(1994)120:11(3243) 10.1016/S0926-9851(99)00053-1 10.1061/(ASCE)IS.1943-555X.0000060 10.1155/2018/8640674 10.1007/s10518-019-00649-6 10.1016/j.conbuildmat.2015.12.011 10.1016/j.cherd.2018.02.015 10.1016/j.ndteint.2013.06.002 10.9756/BIJPSIC.1376 10.1061/9780784479117.032 10.1061/(ASCE)CF.1943-5509.0000715 10.1061/(ASCE)MT.1943-5533.0001726 10.1155/2018/5783175 10.1177/1045389X9800901004 10.1177/10453890122145311 10.1016/j.ndteint.2017.03.006 10.1061/(ASCE)BE.1943-5592.0000513 10.1061/(ASCE)CF.1943-5509.0000238 10.1016/j.ndteint.2013.10.001 10.1016/j.measurement.2017.03.027 10.1061/(ASCE)BE.1943-5592.0001404 10.1016/S0963-8695(00)00032-3 10.1016/S0963-8695(02)00065-8 10.1061/(ASCE)CF.1943-5509.0000526 10.1080/09349849509409555 10.1007/978-3-540-69972-9 10.1155/2018/3908371 |
ContentType | Journal Article |
Copyright | 2019 by Japan Concrete Institute Copyright Japan Science and Technology Agency 2019 |
Copyright_xml | – notice: 2019 by Japan Concrete Institute – notice: Copyright Japan Science and Technology Agency 2019 |
DBID | AAYXX CITATION 7QQ 7SR 8BQ 8FD FR3 JG9 KR7 |
DOI | 10.3151/jact.17.381 |
DatabaseName | CrossRef Ceramic Abstracts Engineered Materials Abstracts METADEX Technology Research Database Engineering Research Database Materials Research Database Civil Engineering Abstracts |
DatabaseTitle | CrossRef Materials Research Database Civil Engineering Abstracts Engineered Materials Abstracts Technology Research Database Ceramic Abstracts Engineering Research Database METADEX |
DatabaseTitleList | Materials Research Database |
DeliveryMethod | fulltext_linktorsrc |
Discipline | Engineering |
EISSN | 1347-3913 |
EndPage | 404 |
ExternalDocumentID | 10_3151_jact_17_381 article_jact_17_7_17_381_article_char_en |
GroupedDBID | 5GY ACIWK ADDVE AENEX ALMA_UNASSIGNED_HOLDINGS CS3 DU5 EBS EJD JSF JSH KQ8 OK1 P2P RJT RZJ AAYXX CITATION 7QQ 7SR 8BQ 8FD FR3 JG9 KR7 |
ID | FETCH-LOGICAL-c520t-784b0709d2857bf8d0dc95d752c53fac87e4f6c3ea63d423e21cea703972d3733 |
ISSN | 1346-8014 |
IngestDate | Mon Jun 30 10:13:28 EDT 2025 Tue Jul 01 01:31:05 EDT 2025 Thu Apr 24 23:06:35 EDT 2025 Wed Apr 05 07:13:56 EDT 2023 |
IsDoiOpenAccess | true |
IsOpenAccess | true |
IsPeerReviewed | true |
IsScholarly | true |
Issue | 7 |
Language | English |
LinkModel | OpenURL |
MergedId | FETCHMERGED-LOGICAL-c520t-784b0709d2857bf8d0dc95d752c53fac87e4f6c3ea63d423e21cea703972d3733 |
Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 |
OpenAccessLink | https://www.jstage.jst.go.jp/article/jact/17/7/17_381/_article/-char/en |
PQID | 2287042739 |
PQPubID | 1996343 |
PageCount | 24 |
ParticipantIDs | proquest_journals_2287042739 crossref_primary_10_3151_jact_17_381 crossref_citationtrail_10_3151_jact_17_381 jstage_primary_article_jact_17_7_17_381_article_char_en |
ProviderPackageCode | CITATION AAYXX |
PublicationCentury | 2000 |
PublicationDate | 2019/07/09 |
PublicationDateYYYYMMDD | 2019-07-09 |
PublicationDate_xml | – month: 07 year: 2019 text: 2019/07/09 day: 09 |
PublicationDecade | 2010 |
PublicationPlace | Tokyo |
PublicationPlace_xml | – name: Tokyo |
PublicationTitle | Journal of Advanced Concrete Technology |
PublicationTitleAlternate | ACT |
PublicationYear | 2019 |
Publisher | Japan Concrete Institute Japan Science and Technology Agency |
Publisher_xml | – name: Japan Concrete Institute – name: Japan Science and Technology Agency |
References | 103) TRB, (2013). “Nondestructive testing to identify concrete bridge deck deterioration.” Transportation Research Board 2nd Strategic Highway Research Program report S2-R06A-RR-1. Washington DC, USA: The National Academic Press. 1) Aaleti, S. and Sritharan, S., (2019). “Quantifying bonding characteristics between UHPC and normal-strength concrete for bridge deck application.” Journal of Bridge Engineering, 24(6), 04019041. 100) Tashakori, S., Baghalian, A., Senyurek, V.Y., Farhangdoust, S., McDaniel, D. and Tansel, I.N., (2018). “Composites bond inspection using heterodyne effect and SuRE methods.” Shock and Vibration, 2018, Article ID 1361932. 91) Rehman, S. K. U., Ibrahim, Z., Memon, S. A. and Jameel, M., (2016). “Nondestructive test methods for concrete bridges: a review.” Construction and Building Materials, 107, 58-86. 111) Zolfaghari, A. and Kolahan, F., (2018). “Reliability and sensitivity of magnetic particle nondestructive testing in detecting the surface cracks of welded components.” Nondestructive Testing and Evaluation, 1-11. 61) Liu, P. L. and Yeh, P. L., (2011). “Spectral tomography of concrete structures based on impact echo depth spectra.” NDT & E International, 44(8), 692-702. 36) Grosse, C. U., Reinhardt, H., Krüger, M. and Beutel, R., (2013). “Application of impact-echo techniques for crack detection and crack parameter estimation in concrete.” In: Proc, 11th International Conference on Fracture, Turin, Italy 20-25 March 2013. New York, USA: Curran Associates, 4884-4889. 105) Wang, Z., Wang, J., Liu, J., Han, F. and Zhang, J., (2019). “Large-scale quasi-static testing of precast bridge column with pocket connections using noncontact lap-spliced bars and UHPC grout.” Bulletin of Earthquake Engineering, 1-24. 53) Kalogeropoulos, A., (2012). “Non-destructive determination of chloride and water content in concrete using ground penetrating radar.” Thesis (PhD). École Polytechnique Fédérale De Lausanne, Switzerland. 69) Mehrabi, A. B., (2014). “Performance of cable-stayed bridges: evaluation methods, observations, and a rehabilitation case.” Journal of Performance of Constructed Facilities, 30(1), C4014007. 31) FHWA, (2018). “Performance of grouted connections for prefabricated bridge deck elements.” USA: Federal Highway Administration report FHWA-HIF-19-003. 65) Mast, P.W., Michopoulos, J. G., Badaliance, R. and Chaskelis, H., (1994). “Dissipated energy as the means for health monitoring of smart structure.” In: Proceedings of the North American Conference on Smart Structures and Materials, Orlando, Florida, USA 13-14 February 1994. Bellingham, Washington, USA: SPIE, 2191, 199-207. 47) Huston, D., Hu, J. Q., Maser, K., Weedon, W. and Adam, C., (2000). “GIMA ground penetrating radar system for monitoring concrete bridge decks.” Journal of Applied Geophysics, 43(2-4), 139-146. 58) Lee, S., Kalos, N. and Shin, D. H., (2014). “Non-destructive testing methods in the U.S. for bridge inspection and maintenance.” KSCE Journal of Civil Engineering, 18(5), 1322-1331. 6) Agrawal, A., (2018). “Quantitative bridge inspection ratings using autonomous robotic systems [online].” Missouri S&T, Missouri University of Science and Technology. Available from: <https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=1007&context=inspire-meetings> [Accessed 26 June 2019]. 109) Zamen, S. and Niri, E. D., (2019). “Analyzing nonlinear behavior of ultrasound wave in phase-space domain. in nondestructive characterization and monitoring of advanced materials.” In: A. L. Gyekenyesi, Ed. Proc. SPIE Conf. Nondestructive Characterization and Monitoring of Advanced Materials, Aerospace, Civil Infrastructure, and Transportation XIII, Denver, Colorado, USA 4-8 March 2018. Bellingham, Washington, USA: SPIE, 109711I. 37) Gucunski, K., La, H., Basily, B., Maher, A. and Ghasemi, H., (2015). “Implementation of a fully autonomous platform for assessment of concrete bridge decks RABIT.” In: N. Ingraffea and M. Libby Eds. Proc. Structures Congress 2015, Portland, Oregon, USA 23-25 April 2015. Reston, Virginia, USA: ASCE, 367-378. 92) Sanayei, M. and Saletnik, M. J., (1996). “Parameter estimation of structures from static strain measurements. 1: formulation.” ASCE Journal of Structural Engineering, 122(5), 555-562. 88) Pichenot, G. and Sollier, T., (2003). “Eddy current modelling for nondestructive testing.” In: Proc. 8th European Conference on Nondestructive Testing, Barcelona, Spain 17-21 June 2002. 8(6), 322. 108) Yodsudjai, W. and Pattarakittam, T., (2017). “Factors influencing half-cell potential measurement and its relationship with corrosion level.” Measurement, 104, 159-168. 73) Mohamed, O. and Rens, K. L., (2001). “Ultrasonic testing of properties of 50-year-old concrete.” Materials Evaluation, 59(12), 1426-1430. 59) Liang, Z., Lee, G. C. and Kong, F., (1997). “On detection of damage location of bridges.” In: Proceedings of the 15th International Modal Analysis Conference, Orlando, Florida, USA 3-6 February 1997. Bethel, Connecticut, USA: Society for Experimental Mechanics, 308-312. 20) Djordjevic, B., (2000). “Remote non-contact ultrasonic testing of composite materials.” In: Proceedings of 15th World Conference on Nondestructive Testing, Rome, Italy 15-21 October 2000. 87) Park, S., Kim, J., Lee, C. and Lee, J., (2014). “Magnetic flux leakage sensing-based steel cable NDE technique”. Shock and Vibration, 2018. 46) Huang, S. M., Plaskowsk, A. B., Xie, C. G. and Beck, M. S., (1989). “Tomographic imaging of two-flow component flow using capacitance sensor.” J. Phys. E: Sci. Instrum., 22, 173-177. 68) Mehrabi, A. B., (2006). “In-service evaluation of cable-stayed bridges, overview of available methods and findings.” Journal of Bridge Engineering. 11(6), 716-724. 57) Lai, W. W. L., Dérobert X. and Annan P., (2018). “A review of ground penetrating radar application in civil engineering: a 30-year journey from locating and testing to imaging and diagnosis.” NDT & E International, 96, 58-78. 9) Attanayake, H. and Aktan, U., (2015). “First-generation ABC system, evolving design, and half a century of performance: Michigan side-by-side box-beam bridges.” Journal of Performance of Constructed Facilities, 29(3). 82) Ohtsu, M., Isoda, T. and Tomoda, Y., (2007). “Acoustic emission techniques standardized for concrete structures.” Journal of Acoustic Emission, 25, 21-32. 76) MnDOT, (2015). “Unmanned aerial vehicle bridge inspection demonstration project.” Minnesota Department of Transportation report MN/RC 2015-40. 107) Wipf, T., (2009). “Iowa’s perspective on ABC.” In: Proc. International Bridge Conference (ABC Workshop), Pittsburgh, Pennsylvania, USA 14-17 June 2009. Pittsburgh: Engineers Society of Western Pennsylvania. 27) FHWA, (2006). “Bridge inspector’s reference manual.” USA: Federal Highways Administration report FHWA NHI 03-001. 40) Hasanian, M. and Lissenden, C. J., (2018). “Directional nonlinear guided wave mixing: case study of counter-propagating shear horizontal waves.” In: D. E. Chimenti and L. J. Bond, Eds. AIP Conference Proceedings. AIP Publishing, 1949(1), 070002. 17) Daniel. K., (2015). “Adjacent precast box beam bridges [online].” Construction Specifier. Available from: <https://www.constructionspecifier.com/adjacent-precast-box-beam-bridges/4/> [Accessed 30 June 2019]. 55) Krieger, L. M., (2017). “Big Sur Bridge set to open sept. 30, connecting broken link along highway 1 [online].” San Jose, California, USA, The Mercury News. Available from: <https://wmww.mercurynews.com/2017/03/28/big-sur-bridge-set-to-open-jan-1-connecting-broken-link-along-highway-1> [Accessed 26 June 2019]. 70) Mehrabi, A. B. and Farhangdoust, S., (2018). “A laser-based noncontact vibration technique for health monitoring of structural cables: background, success, and new developments.” Advances in Acoustics and Vibration, 2018, Article ID 8640674. 64) Marin, D. I., (2008). “Accelerated bridge construction, Iowa DOT ABC workshop [online].” USA, Iowa Department of Transport. Available from: <https://www.powershow.com/view/3b8f54-NjFkM/Accelerated_Bridge_Construction_powerpoint_ppt_presentation> [Accessed 29 June 2019]. 75) MnDOT, (2013). “ABC-UTC innovative projects - bridge over Paleface River.” Minnesota Department of Transportation report MN-TH 53. 83) Ongpeng, J. M. C., Oreta, W. C. and Hirose, S., (2016a). “Effect of load pattern in the generation of higher harmonic amplitude in concrete using nonlinear ultrasonic test.” Journal of Advanced Concrete Technology, 14(5), 205-214. 32) Freeseman, K. and Khazanovich, L., (2016). “Quantitative signal analysis of concrete pavements using ultrasonic linear array technology.” In: 25th Proc. ASNT Research Symposium, New Orleans LA, USA 11-14 April 2016. The American Society for Non-Destructive Testing. 12) Breccolotti, M., Bonfigli, M. F. and Materazzi, A. L., (2013). “Influence of carbonation depth on concrete strength evaluation carried out using the SonReb method.” NDT & E International, 59, 96–104. 95) Shi, Y., Zhang, C., Li, R., Cai, M. and Jia, G., (2015). “Theory and application of magnetic flux leakage pipeline detection.” Sensors, 15(12), 31036-31055. 33) Gbenga, E., (2016). “Using non-destructive testing for the manufacturing of composites for effective cost saving: a case study of a commercial prepreg CFC.” Int. Journal of Materials Engineering, 28-38. 22) Farhangdoust, S., Mehrabi, A.B. and Al-Mosawi, S.F., (2018). “NDT methods applicable to health monitoring of ABC closure joints.” In: Proc. 27th Research Symposium of the American Society for Non-destructive Testing (ASNT), Orlando, Florida, USA 26-29 March 2018. 44) Hoegh, K. E., (2013). “Ultrasonic linear array evaluation of concrete pavements.” Thesis (PhD). University of Minnesota. 80) NEODEX, (2019). “Concrete internal defect location [online].” Texas, USA, NEODEX. Available from: <http://neodexndt.com/en/concrete-internal-defect-location-2/> [Accessed 29 June 2019]. 10) Banan, M. R., Banan, M. R. and Hjelmstad, K. D., (1994). “Parameter estimation of structures from static respon 88 89 110 111 90 91 92 93 94 95 96 97 10 98 11 99 12 13 14 15 16 17 18 19 1 2 3 4 5 6 7 8 9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 100 101 102 103 104 105 106 80 107 81 108 82 109 83 84 85 86 87 |
References_xml | – reference: 59) Liang, Z., Lee, G. C. and Kong, F., (1997). “On detection of damage location of bridges.” In: Proceedings of the 15th International Modal Analysis Conference, Orlando, Florida, USA 3-6 February 1997. Bethel, Connecticut, USA: Society for Experimental Mechanics, 308-312. – reference: 38) Gucunski, N., Nazarian, S., Wiggenhauser, H. and Kutrubes, D., (2010). “Nondestructive testing to identify concrete bridge deck deterioration.” In: Proc. SHRP 2–FEHRL Workshop, TRA 2010, Brussels, Belgium 10 June 2010. – reference: 15) Chotickai, P., (2001). “Acoustic emission monitoring of prestressed bridge girders with premature concrete deterioration.” Thesis (PhD). University of Texas. – reference: 76) MnDOT, (2015). “Unmanned aerial vehicle bridge inspection demonstration project.” Minnesota Department of Transportation report MN/RC 2015-40. – reference: 68) Mehrabi, A. B., (2006). “In-service evaluation of cable-stayed bridges, overview of available methods and findings.” Journal of Bridge Engineering. 11(6), 716-724. – reference: 62) Ma, Z. J., Lewis, S., Cao, Q., He, Z., Burdette, E. G. and French, C. E., (2012). “Transverse joint details with tight bend diameter u-bars for accelerated bridge construction.” J. Struct. Eng., vol. 138(6), 697–707. – reference: 81) Ohtsu, M., (1995). “Acoustic emission theory for moment tensor analysis.” Research in Nondestructive Evaluation, 6(3), 169-184. – reference: 58) Lee, S., Kalos, N. and Shin, D. H., (2014). “Non-destructive testing methods in the U.S. for bridge inspection and maintenance.” KSCE Journal of Civil Engineering, 18(5), 1322-1331. – reference: 92) Sanayei, M. and Saletnik, M. J., (1996). “Parameter estimation of structures from static strain measurements. 1: formulation.” ASCE Journal of Structural Engineering, 122(5), 555-562. – reference: 36) Grosse, C. U., Reinhardt, H., Krüger, M. and Beutel, R., (2013). “Application of impact-echo techniques for crack detection and crack parameter estimation in concrete.” In: Proc, 11th International Conference on Fracture, Turin, Italy 20-25 March 2013. New York, USA: Curran Associates, 4884-4889. – reference: 90) Record, T., (2012). “Spokane Street viaduct updates: truck trouble; ramp updates; old bridge deck, up close [online].” Seattle, Washington, USA, West Seattle Blog. Available from: <https://westseattleblog.com/2012/04/spokane-street-viaduct-updates-truck-trouble-ramp-updates-old-bridge-deck-up-close/> [Accessed 29 June 2019]. – reference: 93) Schuller, M. P., (2017). “Nondestructive evaluation and testing of masonry.” In: Workshop of the American Institute of Architects Continuing Education Systems Course. – reference: 63) Makar, J. and Desnoyers, R., (2001). “Magnetic field techniques for the inspection of steel under concrete cover.” NDT & E International, 34(7), 445-456. – reference: 60) Liu, P. and Chian, C., (1997). “Parametric identification of truss structures using static strains.” ASCE Journal of Structural Engineering, 123(7), 927-933. – reference: 87) Park, S., Kim, J., Lee, C. and Lee, J., (2014). “Magnetic flux leakage sensing-based steel cable NDE technique”. Shock and Vibration, 2018. – reference: 85) Ongpeng, J. M. C., Oreta, A. W. C. and Hirose, S., (2018a). “Contact and noncontact ultrasonic nondestructive test in reinforced concrete beam.” Advances in Civil Engineering, 2018, Article ID 5783175. – reference: 91) Rehman, S. K. U., Ibrahim, Z., Memon, S. A. and Jameel, M., (2016). “Nondestructive test methods for concrete bridges: a review.” Construction and Building Materials, 107, 58-86. – reference: 101) Tashakori, S., Farhangdoust, S., Baghalian, A., Tansel, I. N. and Mehrabi, A., (2019). “Evaluating the performance of the SuRE method for inspection of bonding using the COMSOL finite element analysis package.” In: P. Fromme, Ed. Proc. SPIE Conf. Health Monitoring of Structural and Biological Systems XIII, Denver, Colorado, USA 3-7 March 2019. Bellingham, Washington, USA: SPIE, 109722Q. – reference: 55) Krieger, L. M., (2017). “Big Sur Bridge set to open sept. 30, connecting broken link along highway 1 [online].” San Jose, California, USA, The Mercury News. Available from: <https://wmww.mercurynews.com/2017/03/28/big-sur-bridge-set-to-open-jan-1-connecting-broken-link-along-highway-1> [Accessed 26 June 2019]. – reference: 111) Zolfaghari, A. and Kolahan, F., (2018). “Reliability and sensitivity of magnetic particle nondestructive testing in detecting the surface cracks of welded components.” Nondestructive Testing and Evaluation, 1-11. – reference: 39) Gucunski, N., Yan, M., Wang, Z., Fang, T. and Maher, A., (2011). “Rapid bridge deck condition assessment using three-dimensional visualization of impact echo data.” Journal of Infrastructure Systems, 18(1), 12-24. – reference: 24) Farhangdoust, S., Tashakori, S., Baghalian, A., Mehrabi, A. and Tansel, I. N., (2019). “Prediction of damage location in composite plates using artificial neural network modeling.” In: J. P. Lynch, H. Huang, H. Sohn and K. W. Wang, Eds. Proc. SPIE Conference on Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2019, Denver, Colorado, USA 3-7 March 2019. Bellingham, Washington, USA: SPIE, 10970, 1097001. – reference: 71) Mehrabi, A. and Farhangdoust, S., (2019). “ABC-UTC guideline for selection of NDT methods applicable to health monitoring of ABC closure joints [online].” Accelerated Bridge Construction University Transportation Center (ABC-UTC), Florida International University. Available from: <https://abc-utc.fiu.edu/wp-content/uploads/sites/52/2019/04/2013-C3-FIU04-NDT-FinalReport.pdf> [Accessed 29 June 2019]. – reference: 67) MDOT, (2013). “Improving bridges with prefabricated precast concrete systems.” Michigan, USA: Michigan Department of Transportation report RC-1602. – reference: 46) Huang, S. M., Plaskowsk, A. B., Xie, C. G. and Beck, M. S., (1989). “Tomographic imaging of two-flow component flow using capacitance sensor.” J. Phys. E: Sci. Instrum., 22, 173-177. – reference: 2) Abraham, B. B. and Anitha, G., (2012). “Designing of lab view based electrical capacitance tomography system for the imaging of bone using NI ELVIS and NI USB DAQ 6009.” Bonfring International Journal of Power Systems and Integrated Circuits, 2(2), 1-6. – reference: 34) Gibb, S., La, H. M., Le, T., Nguyen, L., Schmid, R. and Pham, H., (2018). “Nondestructive evaluation sensor fusion with autonomous robotic system for civil infrastructure inspection.” Journal of Field Robotics, 35(6), 988-1004. – reference: 108) Yodsudjai, W. and Pattarakittam, T., (2017). “Factors influencing half-cell potential measurement and its relationship with corrosion level.” Measurement, 104, 159-168. – reference: 32) Freeseman, K. and Khazanovich, L., (2016). “Quantitative signal analysis of concrete pavements using ultrasonic linear array technology.” In: 25th Proc. ASNT Research Symposium, New Orleans LA, USA 11-14 April 2016. The American Society for Non-Destructive Testing. – reference: 65) Mast, P.W., Michopoulos, J. G., Badaliance, R. and Chaskelis, H., (1994). “Dissipated energy as the means for health monitoring of smart structure.” In: Proceedings of the North American Conference on Smart Structures and Materials, Orlando, Florida, USA 13-14 February 1994. Bellingham, Washington, USA: SPIE, 2191, 199-207. – reference: 1) Aaleti, S. and Sritharan, S., (2019). “Quantifying bonding characteristics between UHPC and normal-strength concrete for bridge deck application.” Journal of Bridge Engineering, 24(6), 04019041. – reference: 26) FHWA, (2005). “Prefabricated bridge elements and systems in Japan and Europe.” USA: Federal Highway Administration report FHWA-PL-05-003. – reference: 42) Holford, K. and Lark, R., (2005). “Acoustic emission testing of bridges: inspection and monitoring techniques for bridges and structures.” Sawston UK: Woodhead Publishing Ltd. – reference: 50) Jaber, F., Hatami, A. and Morcous, G., (2018). “A new precast concrete deck system for accelerated bridge construction.” Advances in Civil Engineering Materials, 7(3), 303-327. – reference: 54) Kilic, G., (2012). “Application of advanced non-destructive testing methods on bridge health assessment and analysis.” Thesis (PhD). University of Greenwich, London, UK. – reference: 106) Willcox, M. and Downes, G., (2003). “A brief description of NDT techniques.” Insight NDT Equipment Limited. – reference: 95) Shi, Y., Zhang, C., Li, R., Cai, M. and Jia, G., (2015). “Theory and application of magnetic flux leakage pipeline detection.” Sensors, 15(12), 31036-31055. – reference: 57) Lai, W. W. L., Dérobert X. and Annan P., (2018). “A review of ground penetrating radar application in civil engineering: a 30-year journey from locating and testing to imaging and diagnosis.” NDT & E International, 96, 58-78. – reference: 29) FHWA, (2009). “Connection details for prefabricated bridge elements and systems.” USA: Federal Highway Administration report FHWA-IF-09-010. – reference: 70) Mehrabi, A. B. and Farhangdoust, S., (2018). “A laser-based noncontact vibration technique for health monitoring of structural cables: background, success, and new developments.” Advances in Acoustics and Vibration, 2018, Article ID 8640674. – reference: 69) Mehrabi, A. B., (2014). “Performance of cable-stayed bridges: evaluation methods, observations, and a rehabilitation case.” Journal of Performance of Constructed Facilities, 30(1), C4014007. – reference: 5) ACI, (1998). “Nondestructive test methods for evaluation of concrete in structures.” American Concrete Institute Committee report ACI 228. – reference: 21) Farhangdoust, S., Kianifar, A. and Najafpoor, A., (2011). “Designing and manufacturing all-way acoustic generator for testing the frequency of sound transmission loss (STL).” In: Proc, 1st International Conference on Acoustics and Vibration – ISAV, Tehran, Iran 21-22 December 2011. – reference: 53) Kalogeropoulos, A., (2012). “Non-destructive determination of chloride and water content in concrete using ground penetrating radar.” Thesis (PhD). École Polytechnique Fédérale De Lausanne, Switzerland. – reference: 104) URS, (2014). “Lessons learned after construction: Bridge County road over I-80, Salt Lake City, Utah, project no. IBHF-80-4(90)160 [online].” Available from: <https://digitallibrary.utah.gov/awweb/main.jsp?flag=browse&smd=1&awdid=1> [Accessed 26 June 2019]. – reference: 61) Liu, P. L. and Yeh, P. L., (2011). “Spectral tomography of concrete structures based on impact echo depth spectra.” NDT & E International, 44(8), 692-702. – reference: 30) FHWA, (2011). “Contracting and construction of ABC projects with prefabricated bridge elements and systems.” USA: Federal Highway Administration report FHWA-HIF-17-020. – reference: 66) Mccann, D.and Forde, M., (2001). “Review of NDT methods in the assessment of concrete and masonry structures.” NDT & E International, 34(2), 71-84. – reference: 20) Djordjevic, B., (2000). “Remote non-contact ultrasonic testing of composite materials.” In: Proceedings of 15th World Conference on Nondestructive Testing, Rome, Italy 15-21 October 2000. – reference: 72) Mehrabi, A. B., Tabatabai, H. and Lotfi, H. R., (1998). “Damage detection in structures using precursor transformation method.” Journal of Intelligent Material Systems and Structures, 9(10), 808-817. – reference: 105) Wang, Z., Wang, J., Liu, J., Han, F. and Zhang, J., (2019). “Large-scale quasi-static testing of precast bridge column with pocket connections using noncontact lap-spliced bars and UHPC grout.” Bulletin of Earthquake Engineering, 1-24. – reference: 84) Ongpeng, J. M. C., Oreta, A. W. C., Hirose, S. and Nakahata, K., (2016b). “Nonlinear ultrasonic investigation of concrete with varying aggregate size under uniaxial compression loading and unloading.” Journal of Materials in Civil Engineering, 29(2), 04016210. – reference: 14) Che, H. Q., Ye, J. M., Tu, Q. Y., Yang, W. Q. and Wang, H. G., (2018). “Investigation of coating process in Wurster fluidised bed using electrical capacitance tomography.” Chemical Engineering Research and Design, 132, 1180-1192. – reference: 97) Stimolo, M., (2003). “Passive infrared thermography as inspection and observation tool in bridge and road construction.” In: Proc. International Symposium Non-Destructive Testing in Civil Engineering, Berlin, Germany 16-19 September 2003. Berlin: DGfZIP Publishing. – reference: 44) Hoegh, K. E., (2013). “Ultrasonic linear array evaluation of concrete pavements.” Thesis (PhD). University of Minnesota. – reference: 33) Gbenga, E., (2016). “Using non-destructive testing for the manufacturing of composites for effective cost saving: a case study of a commercial prepreg CFC.” Int. Journal of Materials Engineering, 28-38. – reference: 8) ARUP, (2010). “Bridge inspections 09-10/structure: 22269 Tees Quay Millennium FB, report 125436-30 [online].” Available from: <https://www.whatdotheyknow.com/request/106745/response/262543/attach/4/22269%20Tees%20Quay%20Millenium%20FB%20Defects%20Summary.pdf> [Accessed 26 June 2019]. – reference: 17) Daniel. K., (2015). “Adjacent precast box beam bridges [online].” Construction Specifier. Available from: <https://www.constructionspecifier.com/adjacent-precast-box-beam-bridges/4/> [Accessed 30 June 2019]. – reference: 7) Alani, A. M., Aboutalebi, M. and Kilic, G., (2014). “Integrated health assessment strategy using NDT for reinforced concrete bridges.” NDT & E International, 61, 80-94. – reference: 82) Ohtsu, M., Isoda, T. and Tomoda, Y., (2007). “Acoustic emission techniques standardized for concrete structures.” Journal of Acoustic Emission, 25, 21-32. – reference: 96) Shokouhi, P., Wolf, J. and Wiggenhauser, H., (2013). “Detection of delamination in concrete bridge decks by joint amplitude and phase analysis of ultrasonic array measurements.” Journal of Bridge Engineering, 19(3), 04013005. – reference: 80) NEODEX, (2019). “Concrete internal defect location [online].” Texas, USA, NEODEX. Available from: <http://neodexndt.com/en/concrete-internal-defect-location-2/> [Accessed 29 June 2019]. – reference: 102) Taskin, M., Elazig, U. C. and Turkmen, M., (2011). “X-ray tests of AISI430 and 304 stainless steels and AISI 1010 low carbon steel welded by CO2 laser beam welding.” Radiography, 53(11-12), 741-747. – reference: 94) Seshu, D. R. and Murthy, N. R. D., (2013). “Non destructive testing of bridge pier - a case study.” Procedia Engineering, 54, 564-572. – reference: 103) TRB, (2013). “Nondestructive testing to identify concrete bridge deck deterioration.” Transportation Research Board 2nd Strategic Highway Research Program report S2-R06A-RR-1. Washington DC, USA: The National Academic Press. – reference: 110) Zhu, J. and Popovics, J. S., (2005). “Non-contact imaging for surface-opening cracks in concrete with air-coupled sensors.” Materials and Structures, 38(9), 801-806. – reference: 51) JCMS, (2003). “Monitoring method for active cracks in concrete by acoustic emission.” Tokyo: Japan Construction Material & Housing Equipment Industries Federation report JCMS-III B5706. – reference: 25) Farhangdoust, S., Younesian, D. and Esmailzadeh, E., (2017). “Interaction of higher modes in nonlinear free vibration of stiffened rectangular platesm.” In: ASME International Design Engineering Technical Conferences and Computers and Information in Engineering Conference, Cleveland, Ohio, USA 2-9 August 2017. USA: American Society of Mechanical Engineers. – reference: 77) NCHRP, (2011). “Summary of cast-in-place concrete connections for precast deck systems.” National Cooperative Highway Research Program Web-Only Document 173. – reference: 100) Tashakori, S., Baghalian, A., Senyurek, V.Y., Farhangdoust, S., McDaniel, D. and Tansel, I.N., (2018). “Composites bond inspection using heterodyne effect and SuRE methods.” Shock and Vibration, 2018, Article ID 1361932. – reference: 41) Hellier, C. J., (2001). “Handbook of nondestructive evaluation.” New York: McGraw-Hill. – reference: 35) Grosse, C. U. and Ohtsu, M., (2008). “Acoustic emission testing.” Berlin: Springer Science & Business Media. – reference: 16) Daily Civil, (2017). “Honeycomb in concrete – causes, prevention & remedies [online].” USA, Daily Civil Engineering Blog. Available from: <https://www.dailycivil.com/honeycomb-in-concrete/> [Accessed 30 June 2019]. – reference: 89) Porter, S. D., Logan Julander, J., Halling, M. W. and Barr, P. J., (2011). “Shear testing of precast bridge deck panel transverse connections.” Journal of Performance of Constructed Facilities, 26(4), 462-468. – reference: 18) Davis, A. G., (2003). “The nondestructive impulse response test in North America: 1985–2001.” NDT & E International, 36(4), 185-193. – reference: 75) MnDOT, (2013). “ABC-UTC innovative projects - bridge over Paleface River.” Minnesota Department of Transportation report MN-TH 53. – reference: 109) Zamen, S. and Niri, E. D., (2019). “Analyzing nonlinear behavior of ultrasound wave in phase-space domain. in nondestructive characterization and monitoring of advanced materials.” In: A. L. Gyekenyesi, Ed. Proc. SPIE Conf. Nondestructive Characterization and Monitoring of Advanced Materials, Aerospace, Civil Infrastructure, and Transportation XIII, Denver, Colorado, USA 4-8 March 2018. Bellingham, Washington, USA: SPIE, 109711I. – reference: 31) FHWA, (2018). “Performance of grouted connections for prefabricated bridge deck elements.” USA: Federal Highway Administration report FHWA-HIF-19-003. – reference: 37) Gucunski, K., La, H., Basily, B., Maher, A. and Ghasemi, H., (2015). “Implementation of a fully autonomous platform for assessment of concrete bridge decks RABIT.” In: N. Ingraffea and M. Libby Eds. Proc. Structures Congress 2015, Portland, Oregon, USA 23-25 April 2015. Reston, Virginia, USA: ASCE, 367-378. – reference: 12) Breccolotti, M., Bonfigli, M. F. and Materazzi, A. L., (2013). “Influence of carbonation depth on concrete strength evaluation carried out using the SonReb method.” NDT & E International, 59, 96–104. – reference: 98) Sun, T. D., Muddeb, R., Schoutena, J. C., Scarletta, B. and Van Den Bleek, C. M., (1999). “Performance of neural network in image reconstruction and interpretation for electrical capacitance tomography.” In: Proc. 1st World Congress on Industrial Process Tomography, Buxton, UK 14-17 April 1999. 174-181. – reference: 73) Mohamed, O. and Rens, K. L., (2001). “Ultrasonic testing of properties of 50-year-old concrete.” Materials Evaluation, 59(12), 1426-1430. – reference: 28) FHWA, (2008). “Robotic system for condition assessment of concrete bridge decks.” USA: Federal Highway Administration report HRT-13-035. – reference: 4) Abudayyeh, S. O., Nabulsi, S. and Abdelqader, L., (2007). “Detection of common defects in concrete bridge decks using nondestructive evaluation techniques.” Journal of Bridge Engineering, 12(2), 215-225. – reference: 52) Jo, B. W., Lee, Y. S., Kim, J. H. and Yoon, K. W., (2018). “A review of advanced bridge inspection technologies based on robotic systems and image processing.” International Journal of Contents, 14(3), 17-26. – reference: 74) Mokhtarimousavi, S., Anderson, J.C., Azizinamini, A. and Hadi, M., (2019). “Improved support vector machine models for work zone crash injury severity prediction and analysis.” Transportation Research Record: Journal of the Transporation Research Board. – reference: 48) IDOT, (2010). “Indiana bridge inspection manual.” Indianapolis, USA: Indiana Department of Transportation. – reference: 9) Attanayake, H. and Aktan, U., (2015). “First-generation ABC system, evolving design, and half a century of performance: Michigan side-by-side box-beam bridges.” Journal of Performance of Constructed Facilities, 29(3). – reference: 19) Dérobert, X., Lataste, J. F., Balayssac, J. P. and Laurens, S., (2017). “Evaluation of chloride contamination in concrete using electromagnetic non-destructive testing methods.” NDT & E International, 89, 19–29. – reference: 64) Marin, D. I., (2008). “Accelerated bridge construction, Iowa DOT ABC workshop [online].” USA, Iowa Department of Transport. Available from: <https://www.powershow.com/view/3b8f54-NjFkM/Accelerated_Bridge_Construction_powerpoint_ppt_presentation> [Accessed 29 June 2019]. – reference: 13) Carden, D., (2010). “Valpo prof tries to crack case of MLK bridge defects [online].” Indiana, USA, The Times of Northwest Indiana. Available from: <https://www.nwitimes.com/news/state-and-regional/indiana/valpo-prof-tries-to-crack-case-of-mlk-bridge-defects/article_287deb0b-07a2-54c4-a079-79e4b1e6d61f.html> [Accessed 29 June 2019]. – reference: 79) NDOT, (2017). “Development of earthquake-resistant precast pier systems for accelerated bridge construction in Nevada.” Nevada Department of Transportation report CCEER 17-03 10. – reference: 78) NCHRP, (2016). “Condition assessment of bridge post-tensioning and stay cable systems using NDE methods.” National Cooperative Highway Research Program project report 14-18. – reference: 43) Holford, K., Davies, A., Pullin, R. and Carter, D., (2001). “Damage location in steel bridges by acoustic emission” Journal of Intelligent Materials Systems and Structures, 12(8), 567-576. – reference: 47) Huston, D., Hu, J. Q., Maser, K., Weedon, W. and Adam, C., (2000). “GIMA ground penetrating radar system for monitoring concrete bridge decks.” Journal of Applied Geophysics, 43(2-4), 139-146. – reference: 45) Hosseinkhani, A., Younesian, D. and Farhangdoust, S., (2018). “Dynamic analysis of a plate on the generalized foundation with fractional damping subjected to random excitation.” Mathematical Problems in Engineering, 2018, Article ID 3908371. – reference: 3) ABC-UTC, (2019). “ABC-UTC guideline for selection of NDT methods applicable to health monitoring of ABC closure joints.” Accelerated Bridge Construction University Transportation Center Guideline 2013-C3-FIU04-NDT. Miami, Florida, USA: Florida International University. – reference: 83) Ongpeng, J. M. C., Oreta, W. C. and Hirose, S., (2016a). “Effect of load pattern in the generation of higher harmonic amplitude in concrete using nonlinear ultrasonic test.” Journal of Advanced Concrete Technology, 14(5), 205-214. – reference: 49) India Cements, (2019). “Coromandel SRPC [online].” Available from: <https://wmww.indiacements.co.in/coromandel-src.php> [Accessed 30 June 2019]. – reference: 88) Pichenot, G. and Sollier, T., (2003). “Eddy current modelling for nondestructive testing.” In: Proc. 8th European Conference on Nondestructive Testing, Barcelona, Spain 17-21 June 2002. 8(6), 322. – reference: 107) Wipf, T., (2009). “Iowa’s perspective on ABC.” In: Proc. International Bridge Conference (ABC Workshop), Pittsburgh, Pennsylvania, USA 14-17 June 2009. Pittsburgh: Engineers Society of Western Pennsylvania. – reference: 6) Agrawal, A., (2018). “Quantitative bridge inspection ratings using autonomous robotic systems [online].” Missouri S&T, Missouri University of Science and Technology. Available from: <https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=1007&context=inspire-meetings> [Accessed 26 June 2019]. – reference: 23) Farhangdoust, S. and Mehrabi, A.B., (2019). “NDT inspection of critical ABC details to assure life cycle performance and avoid future unforeseen excessive repairs.” In: ASCE Structures Congress 2019, Orlando, Florida, USA 24-27 April, 2019. – reference: 56) Kumar, S. and Mahto, D., (2013). “Recent trends in industrial and other engineering applications of non destructive testing: a review.” International Journal of Scientific & Engineering Research, 4(9), 183-195. – reference: 99) Taheri, H. and Hassen, A. A., (2019). “Nondestructive ultrasonic inspection of composite materials: a comparative advantage of phased array ultrasonic.” Applied Sciences, 9(8), 1628. – reference: 27) FHWA, (2006). “Bridge inspector’s reference manual.” USA: Federal Highways Administration report FHWA NHI 03-001. – reference: 10) Banan, M. R., Banan, M. R. and Hjelmstad, K. D., (1994). “Parameter estimation of structures from static response, part 1: computational aspects.” Journal of Structural Engineering, 120(11), 3243-3258. – reference: 11) Beck, M. S., (1986). “Image for measurements of two phase flow.” In: Proc. International Symposium on Flow Visualization IV, Paris 26-29 August 1986. 585-588. – reference: 22) Farhangdoust, S., Mehrabi, A.B. and Al-Mosawi, S.F., (2018). “NDT methods applicable to health monitoring of ABC closure joints.” In: Proc. 27th Research Symposium of the American Society for Non-destructive Testing (ASNT), Orlando, Florida, USA 26-29 March 2018. – reference: 40) Hasanian, M. and Lissenden, C. J., (2018). “Directional nonlinear guided wave mixing: case study of counter-propagating shear horizontal waves.” In: D. E. Chimenti and L. J. Bond, Eds. AIP Conference Proceedings. AIP Publishing, 1949(1), 070002. – reference: 86) Ongpeng, J. M., Oreta, A. W. C. and Hirose, S., (2016b). “Characterization of damage using ultrasonic testing on different types of concrete.” Materials Evaluation, 76(11), 1532-1541. – ident: 102 – ident: 74 – ident: 83 doi: 10.3151/jact.14.205 – ident: 60 doi: 10.1061/(ASCE)0733-9445(1997)123:7(927) – ident: 51 – ident: 16 – ident: 31 – ident: 97 – ident: 4 doi: 10.1061/(ASCE)1084-0702(2007)12:2(215) – ident: 111 doi: 10.1080/10589759.2018.1428322 – ident: 22 – ident: 92 – ident: 61 doi: 10.1016/j.ndteint.2010.09.013 – ident: 65 – ident: 86 – ident: 59 – ident: 46 doi: 10.1088/0022-3735/22/3/009 – ident: 100 doi: 10.1155/2018/1361932 – ident: 71 – ident: 13 – ident: 54 – ident: 110 doi: 10.1007/BF02481652 – ident: 79 – ident: 48 – ident: 50 doi: 10.1520/ACEM20170108 – ident: 87 doi: 10.1155/2014/929341 – ident: 27 – ident: 99 doi: 10.3390/app9081628 – ident: 40 – ident: 34 doi: 10.1002/rob.21791 – ident: 58 doi: 10.1007/s12205-014-0633-9 – ident: 95 doi: 10.3390/s151229845 – ident: 62 doi: 10.1061/(ASCE)ST.1943-541X.0000518 – ident: 68 doi: 10.1061/(ASCE)1084-0702(2006)11:6(716) – ident: 57 – ident: 94 doi: 10.1016/j.proeng.2013.03.051 – ident: 24 – ident: 63 doi: 10.1016/S0963-8695(00)00051-7 – ident: 10 doi: 10.1061/(ASCE)0733-9445(1994)120:11(3243) – ident: 47 doi: 10.1016/S0926-9851(99)00053-1 – ident: 88 – ident: 39 doi: 10.1061/(ASCE)IS.1943-555X.0000060 – ident: 52 – ident: 15 – ident: 32 – ident: 29 – ident: 80 – ident: 77 – ident: 21 – ident: 70 doi: 10.1155/2018/8640674 – ident: 64 – ident: 93 – ident: 105 doi: 10.1007/s10518-019-00649-6 – ident: 91 doi: 10.1016/j.conbuildmat.2015.12.011 – ident: 14 doi: 10.1016/j.cherd.2018.02.015 – ident: 12 doi: 10.1016/j.ndteint.2013.06.002 – ident: 78 – ident: 2 doi: 10.9756/BIJPSIC.1376 – ident: 55 – ident: 37 doi: 10.1061/9780784479117.032 – ident: 69 doi: 10.1061/(ASCE)CF.1943-5509.0000715 – ident: 84 doi: 10.1061/(ASCE)MT.1943-5533.0001726 – ident: 49 – ident: 26 – ident: 85 doi: 10.1155/2018/5783175 – ident: 41 – ident: 109 – ident: 17 – ident: 103 – ident: 5 – ident: 38 – ident: 72 doi: 10.1177/1045389X9800901004 – ident: 30 – ident: 82 – ident: 75 – ident: 106 – ident: 8 – ident: 43 doi: 10.1177/10453890122145311 – ident: 44 – ident: 23 – ident: 19 doi: 10.1016/j.ndteint.2017.03.006 – ident: 104 – ident: 96 doi: 10.1061/(ASCE)BE.1943-5592.0000513 – ident: 33 – ident: 89 doi: 10.1061/(ASCE)CF.1943-5509.0000238 – ident: 28 – ident: 53 – ident: 7 doi: 10.1016/j.ndteint.2013.10.001 – ident: 76 – ident: 108 doi: 10.1016/j.measurement.2017.03.027 – ident: 107 – ident: 1 doi: 10.1061/(ASCE)BE.1943-5592.0001404 – ident: 66 doi: 10.1016/S0963-8695(00)00032-3 – ident: 20 – ident: 18 doi: 10.1016/S0963-8695(02)00065-8 – ident: 42 – ident: 3 – ident: 67 – ident: 90 – ident: 101 – ident: 9 doi: 10.1061/(ASCE)CF.1943-5509.0000526 – ident: 81 doi: 10.1080/09349849509409555 – ident: 36 – ident: 73 – ident: 11 – ident: 35 doi: 10.1007/978-3-540-69972-9 – ident: 56 – ident: 98 – ident: 45 doi: 10.1155/2018/3908371 – ident: 6 – ident: 25 |
SSID | ssj0037377 |
Score | 2.3711822 |
Snippet | Accelerated Bridge Construction (ABC) uses prefabricated elements that are made continuous using cast-in-place joints. Deck joints are normally referred to as... |
SourceID | proquest crossref jstage |
SourceType | Aggregation Database Enrichment Source Index Database Publisher |
StartPage | 381 |
SubjectTerms | Accelerated tests Anomalies Bridge construction Bridge decks Bridges Congestion Continuous casting Defects Destructive testing Fiber reinforced concretes Fiber reinforced plastics Flow charts Health Highway construction Identification methods Incompatibility Literature reviews Nondestructive testing Precast concrete Prefabrication Rebar Reinforced concrete Reinforcing steels |
Title | Health Monitoring of Closure Joints in Accelerated Bridge Construction: A Review of Non-Destructive Testing Application |
URI | https://www.jstage.jst.go.jp/article/jact/17/7/17_381/_article/-char/en https://www.proquest.com/docview/2287042739 |
Volume | 17 |
hasFullText | 1 |
inHoldings | 1 |
isFullTextHit | |
isPrint | |
ispartofPNX | Journal of Advanced Concrete Technology, 2019/07/09, Vol.17(7), pp.381-404 |
link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3fb9MwELaqwQM8IH6KwkB-2BNVShonsc3bNDFNQ5sEdNLeIsd2YNNIUJcNiWf-cO5i1zVdkQYvUeXYjZL77Duf77sjZEeljIvGNoktpUkw-0giQPEkWkmBQYfSciQKHx2XByf54WlxOhr9iqKWrvp6qn9u5JX8j1ShDeSKLNl_kGz4U2iA3yBfuIKE4XorGXsOkZuXCx-_vHfRoddvctidYYiLqwgBygVzQhh0BiBBC-t0LjPHOnL6p8BhOe7aBLejw-1rO5ljIg50nqzOuv9i0oaAAthkgzXa20l_w3O_rxboozbdlWObfFbfVgA9sl8Xqh4CDBCBbeyTGGhQSSqjZZTlmObY0UOndtkGy5l0zNOw9vIIYzxaSJkr5OJ1cu5KFK8v9wzMlaHMgMbaytMwJk6qvabsQggibH5weIWDqxmvGPL372Sw2cA6GB8-hrMoxtlQvzO8k2N54uC30ZP_sGvunoNp_-Wmfh-MlvlD8sCLhu466DwiI9s-JvejHJRPyA8HIroCEe0a6kFEHYjoWUsjEFEHIhqD6B3dpQ5COHwNQtRDiEYQekpO9t_P9w4SX40j0UWW9gkXeQ36QZpMFLxuhEmNloXhRaYL1igtuM2bUjOrSmbASLfZTFsFCkXyzMBHZM_IVtu19jmhzawwIs2bWZayHJSMGE7YlVRgD5tUlWPyZvktK-1T1WPFlItqg9TGZCd0_u4ytGzuxp1QQic_bUMn7nuGG8h7hGVmTLaXUqz85L-sMgwQyMH2ly9u9_yX5N5qpmyTLZCAfQX2bF-_HuD2G8Rqp0s |
linkProvider | Colorado Alliance of Research Libraries |
openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Health+Monitoring+of+Closure+Joints+in+Accelerated+Bridge+Construction%3A+A+Review+of+Non-Destructive+Testing+Application&rft.jtitle=Journal+of+advanced+concrete+technology&rft.au=Farhangdoust%2C+Saman&rft.au=Mehrabi%2C+Armin&rft.date=2019-07-09&rft.issn=1346-8014&rft.eissn=1347-3913&rft.volume=17&rft.issue=7&rft.spage=381&rft.epage=404&rft_id=info:doi/10.3151%2Fjact.17.381&rft.externalDBID=n%2Fa&rft.externalDocID=10_3151_jact_17_381 |
thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=1346-8014&client=summon |
thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=1346-8014&client=summon |
thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=1346-8014&client=summon |