Innovative Bridge Designs for Rapid Renewal (2014)

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186 References AASHTO. 2003. Guide Specifications for Design and Construction of Seg- mental Concrete Bridges. American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO and FHWA. 2002. Innovative Technology for Accelerated Con- struction of Bridge and Embankment Foundations. Preliminary sum- mary report. FHWA, U.S. Department of Transportation. AASHTO TIG Lead States Team. 2007. Marketing Analysis for the Use of Self-Propelled Modular Transporters to Remove and Install Bridges. Draft report. American Association of State Highway and Transportation Officials—Technology Implementation Group, Washington, D.C. ASTM. 1999. Standard Test Method for Abrasion Resistance of Con- crete or Mortar Surfaces by the Rotating-Cutter Method. Annual Book of ASTM Standards, ASTM C944, West Conshohocken, Pa. ASTM. 2003. Standard Specification for Flow Table for Use in Tests of Hydraulic Cement. Annual Book of ASTM Standards, ASTM C230, West Conshohocken, Pa. ASTM. 2010. Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading). Annual Book of ASTM Standards, ASTM C78, West Conshohocken, Pa. ASTM. 2011. Standard Test Method for Compressive Strength of Cylin- drical Concrete Specimens. Annual Book of ASTM Standards, ASTM C78, West Conshohocken, Pa. Abnormal Load Engineering. Self Propelled Modular Transporters. http://www.ale-heavylift.com/aleDocuments/Self%20Pro pelled%20Modular%20Transporters%20_Website_.pdf. Abu-Hawash, A., H. Khalil, P. Schwarz, B. Phares, and N. McDonald. 2007. Accelerated Design and Construction for the 24th Street Bridge in Council Bluffs, Iowa. Presented at Mid-Continent Trans- portation Research Symposium, Ames, Iowa. Adams, Michael. 2008. The GRS Bridges of Defiance County. Geo- synthetics, April/May, pp. 14–21. Aitken, J., M. Clements, and T. Schmitz. 2008. Fifth Street Pedestrian Plaza Bridge. Aspire, Winter, pp. 22–27. American Concrete Institute. 2005. Building Code Requirements for Struc- tural Concrete (ACI 318-05) and Commentary (ACI 318R-06). ACI, Farmington Hills, Mich. American Segmental Bridge Institute. 2008. Construction Practices Handbook for Concrete Segmental and Cable-Supported Bridges, 2nd ed. ASBI, Buda, Texas. Anderson, S. D., and J. S. Russell. 2001. NCHRP 451: Guidelines for War- ranty, Multi-Parameter, and Best Value Contracting. Final report. TRB, National Research Council, Washington, D.C. Andrle, S. J., E. T. Cackler, T. Ferragut, and R. McDaniel. 2003. NCHRP Project 28-58(1) Renewal: Detailed Planning for Research on Accelerating the Renewal of America’s Highway. Final report. TRB, National Research Council, Washington, D.C. Aref, A. 2006. Accelerated Bridge Construction in Seismic Regions. Pre- sented at Second U.S.–Taiwan Bridge Engineering Workshop, San Francisco, Calif. Armour, T., P. Groneck, J. Keeley, and S. Sharma. 2000. Micropile Design and Construction Guidelines Implementation Manual: Priority Tech- nologies Program (PTP) Project. Technical manual. FHWA, U.S. Department of Transportation. Asnaashari, A., R. J. Grafton, and M. Johnnie. 2005. Precast Concrete Design-Construction of San Mateo-Hayward Bridge Widening Project. PCI Journal, Vol. 50, No. 1, pp. 26–43. Associated General Contractors of America. 1996. Not Just Another Float-in. Constructor, Vol. 78, No. 8, p. 32. Azizinamini, A., S. Fallaha, J. Foud, and R. Farimani. 2004. Outside the Box. Civil Engineering, Vol. 74, No. 9, pp. 58–61. Azizinamini, A., A. J. Yakel, and S. J. Niroumand. 2008. Use of Steel Bridge System with Continuity for Live Load Only in Conjunction with Conventional and Accelerated Bridge Construction Method- ologies. In Proc., Accelerated Bridge Construction, Highways for LIFE Conference. Baltimore, Md., pp. 107–114. Badie, S. S., M. C. Baishya, and M. K. Tadros. 1998. NUDECK: An Effi- cient and Economical Precast Bridge Deck System. PCI Journal, Vol. 43, No. 5, pp. 56–74. Badie, S. S., and M. K. Tadros. 2008. NCHRP 584: Full Depth Precast Concrete Bridge Deck Panel Systems. Transportation Research Board of the National Academies, Washington, D.C. Badie, S. S., M. K. Tadros, H. F. Kakish, M. R. Kamel, and M. C. Baishya. 2004. Rapid Deck Replacement. Concrete International, Vol. 26, No. 7, pp. 72–78. Bai, Y., W. R. Burkett, and P. T. Nash. 2006. Rapid Bridge Replacement Under Emergency Situation: Case Study. Journal of Bridge Engineer- ing, Vol. 11, No. 3, pp. 266–273. Bakis, C. E., L. C. Bank, V. L. Brown, E. Cosenza, J. F. Davalos, J. J. Lesko, A. Machida, S. H. Rizkalla, and T. C. Triantafillou. 2002. Fiber-Reinforced Polymer Composites for Construction: State- of-the-Art Review, ASCE Journal of Composites for Construction, 150th Anniversary paper. Bank, L. C., M. G. Oliva, J. S. Russell, D. A. Jacobson, M. Conachen, B. Nelson, and D. McMonigal. 2006. Double-Layer Prefabricated FRP Grids for Rapid Bridge Deck Construction: Case Study. ASCE Jour- nal of Composites for Construction, May/June, pp. 204–212. Barker, J., R. Walters, and J. O’Leary. 2006. How to Build a Bridge in a Year. Concrete Engineering International, Vol. 10, No. 3, pp. 6–8.

187 Bauer Maschinen GmbH. 2006. Full Displacement Pile System BAUER BG-System. Brochure. Schrobenhausen, Germany. Beck, J. 1967. Prefabricated Prestressed and Reinforced Concrete Decks for Highway Bridges. Strasse und Autobahn, Jan., pp. 9–13. Beijing Wowjoint Machinery Company. 2008. http://www.wowjoint .com/eweb/index.jsp. Bell, C. M. II, C. E. French, and C. K. Shield. 2006a. Application of Pre- cast Decks and Other Elements to Bridge Structures. Department of Civil Engineering, University of Minnesota, St. Paul, Minnesota DOT Research Services Section. Bell, C. M. II, C. E. French, and C. K. Shield. 2006b. Application of Pre- cast Decks and Other Elements to Bridge Structures. Final report. University of Minnesota, Minneapolis. Benaim. 2006. Modular Precast Concrete Bridges: Preliminary Design Development Summary. Concrete Bridge Development Group, Cam- berley, Surrey, United Kingdom. Berg, A. C., L. C. Bank, M. G. Oliva, and J. S. Russell. 2006. Construction and Cost Analysis of an FRP Reinforced Concrete Bridge Deck. Con- struction and Building Materials (Elsevier), Vol. 20, pp. 515–526. Berg, O. 2010. Design and Performance Evaluation of an Ultra-High Performance Concrete Pi-Girder Bridge. MS thesis. Iowa State Uni- versity, Ames. Bergeron, A. M., K. H. Frank, L. Yu, and M. E. Kreger. 2005. Economical and Rapid Construction Solutions for Replacement of Off System Bridges. Center for Transportation Research at the University of Texas at Austin. Bierwagen, D., and A. Abu-Hawash. 2005. Ultra High Performance Con- crete Highway Bridge. In Proc., Mid-Continent Transportation Research Symposium, Ames, Iowa. Billington, S. L., and J. K. Yoon. 2002. Cyclic Behavior of Precast Post- Tensioned Segmental Concrete Columns with ECC. Proc., JCI International Workshop on Ductile Fiber Reinforced Cementitious Composites (DFRCC), Application and Evaluation. Gifu, Japan. Bishara, A. G. 1970. Development of Continuity in Prestressed Concrete Girder Bridges. Ohio State University, Columbus. Biswas, M. 1986. Precast Bridge Deck Design Systems. PCI Journal, Vol. 31, No. 2, pp. 40–94. Biswas, M., R. E. Schofield, and A. E. Gregory. 1974. Bridge Replace- ments with Precast Concrete Panels. In Special Report 148, TRB, National Research Council, Washington, D.C., pp. 136–148. Black, S. 2005. Pultruded Composites Span Infrastructure Gaps. Com- posites Technology, October, pp. 28–33. Blakemore, F., B. Desai, and J. Foster. 2005. Dealing with a Full-Deck: Match-Cast Panels Key Quick Bridge Construction in Missouri. Roads & Bridges, Vol. 43, No. 6, pp. 48–51. Bland, J. C., and J. Miller. 1915. Replacing a Large Truss Bridge by Lateral Movement. Railway Age Gazette, March 12, pp. 460–462. Bowers, R., F. W. Klaiber, S. Kevern, C. Landau, R. Kieffer, and J. S. Nelson. 2007. Construction and Testing of an Accelerated Bridge Construction Project in Boone County. Presented at Mid-Continent Transportation Research Symposium. Ames, Iowa. Brabant, K., J. Sankey, and P. Anderson. 2008. Use of MSE Abutments to Speed Bridge Construction. In Proc., Accelerated Bridge Construction, FHWA Highways for LIFE Conference, Washington, D.C., pp. 247–251. Brown, D. A., S. D. Dapp III, W. R. Thompson, and C. A. Lazarte. 2007. Design and Construction of Continuous Flight Auger (CFA) Piles. Technical report. GeoSyntec Consultants, Columbia, Md. Brown, J. 1978. Floating Prefab Forms Cut Building Time for Bridge Pier Footings. Engineering & Contract Record, Sept., pp. 8–9. Brühwiler, E., and E. Denarié. 2008. Rehabilitation of Concrete Struc- tures Using Ultra-High Performance Fibre Reinforced Concrete. Presented at Second International Symposium on Ultra High Per- formance Concrete, Kassel, Germany, March 5–7. Bruneau, M., S. Fujikura, and D. Lopez-Garcia. 2006. Multihazard- Resistant Highway Bridge Pier. Presented at Fifth National Seismic Conference on Bridges and Highways, San Francisco, Calif. Burkett, W. R., P. T. Nash, Y. Bai, C. Hays, and C. Jones. 2004. Rapid Bridge Replacement Techniques. Research report. Texas Tech Univer- sity, Lubbock. California Department of Transportation. 2007. Innovative Procurement Practices. http://www.dot.ca.gov/hq/oppd/contracting/Innovative ProcurementPractices.pdf. Capers, H. A., Jr. 2005. Hyperbuild! Rapid Bridge Construction Tech- niques in New Jersey. In Transportation Research Record: Journal of the Transportation Research Board, CD-ROM 11-S, Transporta- tion Research Board of the National Academies, Washington, D.C., pp. 179–185. Carfagno, M. G. 2008. Prefabricated Bridges Allow DOTs to Replace Bridges at Record Speeds. Presented at Accelerated Bridge Con- struction, FHWA Highways for LIFE Conference, Baltimore, Md. Carter, J. W. III, T. Pilgrim, F. K. Hubbard, T. Poehnelt, and M. Oliva. 2007. Wisconsin’s Use of Full-Depth Precast Concrete Deck Pan- els Keeps Interstate 90 Open to Traffic. PCI Journal, Vol. 52, No. 1, pp. 16–30. Chapman, D., J. H. Deatherage, E. Burdette, and D. Goodbasture. 2008. Accelerated Construction of Steel Bridges in Tennessee. In Proc., Accelerated Bridge Construction, FHWA Highways for LIFE Confer- ence, Washington, D.C., pp. 53–58. Chartock, D. S. 2005. Kiska Replaces Century-Old Bridge in NYC. Con- struction Equipment Guide. http://www.constructionequipmentguide .com/story.asp?story=5773. Chen, S. S., and A. M. Shirole. 2006. Integration of Information and Automation Technologies in Bridge Engineering and Management: Extending State of the Art. Presented at 85th Annual Meeting of the Transportation Research Board, Washington, D.C. Chen, S. S., V. K. Tangirala, J. W. Li, A. M. Shirole, and T. Sweeney. 2006. IDEA Project 108: Accelerating the Design and Delivery of Bridges with 3D Bridge Information Modeling—Pilot Study of 3D-Centric Modeling Processes for Integrated Design and Construction of High- way Bridges. Transportation Research Board, National Cooperative Highway Research Program, Washington, D.C. Cheng, Y. H. 2006. Incremental Launching Construction of Steel Box Girder of Self-Anchored Suspension Bridge of Pingsheng Bridge. Chinese Journal of Bridge Construction, pp. 33–35. Chi, M., and S. A. Saadat. 1985. Precast Concrete Modular Bridge Deck Case Studies. Chi Associates Incorporated; Greiner Engineering Sciences, Incorporated; FHWA, Washington, D.C. Chien, S., Y. Tang, and P. Schonfeld. 2002. Optimizing Work Zones for Two-Lane Highway Maintenance Projects. Journal of Transportation Engineering, Vol. 128, No. 2, pp. 145–155. Chien, S., Z. Yang, and E. Hou. 2001. Genetic Algorithm Approach for Transit Route Planning and Design. Journal of Transportation Engi- neering, Vol. 127, No. 3, pp. 200–207. Colorado Department of Transportation. 2006. Innovative Contracting Guidelines. http://www.dot.state.co.us/designSupport/Innovative ProgramDeliveryManual/Innovative%20Contracting%20Guide lines.doc. Cox, W. 2008. New Prestress Concrete Decked Slab Beam Standard Drawings. Memorandum to Texas DOT district engineers. Culmo, M. 2009. Connection Details for Prefabricated Bridge Elements and Systems. FHWA-IF-09-010. FHWA, U.S. Department of Transportation.

188 Cruz, P. J. S., and D. F. Wisniewski. 2004. Ave River Bridge: A Major Pre- cast Prestressed Concrete U-Girder Bridge in Portugal. PCI Journal, Vol. 49, No. 4, pp. 72–85. Denarie, E. Towards More Efficient Structures with UHPFRC-Concrete Construction. Forum of European National Highway Research Lab- oratories. http://www.fehrl.org/index.php?m=32&mode=download &id_file=5028. Accessed 2008. Department of the Army. 2008. Combined Arms Gap-Crossing Opera- tions. Field manual, Headquarters, Department of the Army. Desai, B., and F. Blakemore. 2008. Accelerated Bridge Redecking: Route 64 Over Pomme de Terre Lake. In Proc., Accelerated Bridge Construc- tion, FHWA Highways for LIFE Conference, pp. 497–505. DiMarco, A. 2004. Bridging the Gap: Modernizing Army Bridge Units. Engineer: The Professional Bulletin of Army Engineers, April, pp. 20–21. Dobson, T. 2008. Email to Dr. Wayne Klaiber. Sept. 5. Dumas, C., S. Mansukhani, A. Porbaha, R. D. Short, R. R. Cannon, K. W. McLain, S. Putcha, A. Macnab, M. M. Lwin, T. W. Pelnik III, D. A. Brown, and B. R. Christopher. 2003. FHWA-PL-03-014: Innovative Technology for Accelerated Construction of Bridge and Embankment Foundations in Europe. Final report. FHWA, U.S. Department of Transportation, Washington, D.C. Dunston, P. S., J. A. Gambatese, and J. F. McManus. 2005. Assessing State Transportation Agency Constructability Implementation. Journal of Construction Engineering Management, Vol. 131, No. 5, pp. 569–578. Ehmke, F. G., S. Markowski, M. Oliva, J. W. Carter, L. Bank, J. Russell, S. Woods, and R. Becker. 2005. Rapid Staged Construction with Full- Depth Precast Deck Panels. Presented at Accelerated Bridge Con- struction Conference: Path the Future. FHWA, San Diego, Calif., pp. 105–110. El-Rayes, K. 2001. Optimum Planning of Highway Construction Under the A + B Bidding Method. ASCE Journal of Construction Engineer- ing and Management, Vol. 127, No. 4, pp. 261–269. Endicott, W. A. 2007a. A Whole New Cast. Aspire, Summer, pp. 26–34. Endicott, W. A. 2007b. Precast Segmental Guideway Forges Important Transit Link. Aspire, Fall, pp. 42–47. Engineering News. 1915. Rebuilding the Muskingum Bridge Near Coshocton. Engineering News, pp. 105–108. Engineering News Record. 1965. For a Quick Bridge: Precast the Pieces, Then Glue Them Together. Engineering News Record. July 22, pp. 34–36. Eronen, S., and J. Hartikainen. 2003. Drilled Steel Pipe Piles in Effective Bridge Construction. Report. Tampere University of Technology, Finland. Fallaha, S., C. Sun, M. D. Lafferty, and M. K. Tadros. 2004. High Perfor- mance Precast Concrete NUDECK Panel System for Nebraska’s Skyline Bridge. PCI Journal, Vol. 49, No. 5, pp. 40–50. Federal Highway Administration, U.S. Department of Transportation. 1998. Meeting the Customer’s Needs for Mobility and Safety During Construction and Maintenance Operations. Final report. FHWA, Washington, D.C. Federal Highway Administration. 2004. Report to Congress on Public- Private Partnerships. FHWA, U.S. Department of Transportation. Federal Highway Administration. 2006. Design-Build Effectiveness Study. Final report. FHWA, U.S. Department of Transportation. Federal Highway Administration, U.S. Department of Transportation. 2007a. FHWA Seismic Accelerated Bridge Construction Workshop Outcomes and Follow-up Activities Final Report: Rapid Bridge Con- struction: Seismic Connections Moderate-to-High Seismic Zones. FHWA, San Diego, Calif. Federal Highway Administration, U.S. Department of Transportation. 2007b. Geotechnical Engineering Circular No. 8: Design and Construc- tion of Continuous Flight Auger Piles. FHWA, Washington, D.C. Federal Highway Administration, U.S. Department of Transportation. 2007c. Manual on Use of Self-Propelled Modular Transporters to Remove and Replace Bridges. Federal Highway Administration Pre- fabricated Bridge Elements and Systems, June. http://www.fhwa.dot .gov/bridge/pubs/07022. Federal Highway Administration, U.S. Department of Transportation. 2008. Bridge Deck Replacement Project Using Self-Propelled Modular Transporters (SPMTs). http://www.fhwa.dot.gov/bridge/prefab/spmt .cfm, modified May 12, 2008. Federal Highway Administration, U.S. Department of Transportation. 2009a. Colorado: Lightning Fast Construction at Mitchell Gulch. http://www.fhwa.dot.gov/hfl/co2story.pdf. Federal Highway Administration, U.S. Department of Transportation. 2009b. Current Practices in FRP Composites Technology, Com- pleted FRP Deck Projects. http://www.fhwa.dot.gov/bridge/frp/ deckproj.cfm. Federal Highway Administration, U.S. Department of Transportation. 2009c. Fiber Reinforced Polymer Composite Bridge Technology, FRP Library. http://www.fhwa.dot.gov/BRIDGE/frp/frppaper.cfm. Federal Highway Administration, U.S. Department of Transportation. 2009d. Structures: Prefabricated Bridge Elements and Systems. Bridge Deck Replacement Project Using Self-Propelled Modular Transporters (SPMTs). http://www.fhwa.dot.gov/bridge/prefab/ spmt.cfm. Federal Highway Administration. 2010a. Accelerated Bridge Construction (ABC) Decision Making and Economic Modeling Tool. U.S. Department of Transportation, Transportation Pooled Fund Project TPF-5(221), Quarterly Reports, Washington, D.C. 2010. Federal Highway Administration. 2010b. FHWA Resource Center: Inno- vative Contracting Solutions: Alternative Contracting Methods. http:// www.fhwa.dot.gov/resourcecenter/teams/construction/cpm_ 6ics.cfm. Federal Highway Administration. 2011. Accelerated Bridge Construction Manual, Publication HIF-12-013. U.S. Department of Transporta- tion, Washington, D.C. Federal Highway Administration, U.S. Department of Transportation. 2013. Framework for Prefabricated Bridge Elements and Systems: Framework for Decision-Making. http://www.fhwa.dot.gov/bridge/ prefab/framework.cfm. Figg, L., and W. D. Pate. 2004. Precast Concrete Segmental Bridges: America’s Beautiful and Affordable Icons. PCI Journal, Vol. 49, No. 5, pp. 26–38. Florida Department of Transportation. 2007. Evaluation of Alternative Contracting Techniques on FDOT Construction Projects. http://www .dot.state.fl.us/research-Center/Completed_Proj/Summary_CN/ FDOT_BDC51_rpt.pdf. Forum of European National Highway Research Laboratories. 2008. New Road Construction Concepts: Towards Reliable, Green, Safe and Smart and Human Infrastructure in Europe. Sixth Framework Pro- gramme of the European Union. Fossier, P. 2005. Hurricane Katrina Accelerated Repairs to Inter- state 10: Louisiana Twin Span Bridge. PCI Journal, Vol. 50, No. 6, pp. 121–125. Fouad, F. H., T. Rizk, and E. L. Stafford. 2006. A Prefabricated Precast Concrete Bridge System for the State of Alabama. Final report. Uni- versity of Alabama at Birmingham. Fountain, R. S., and A. H. Maddock. 1968. Composite Steel-Concrete Multi-box Girder Bridges. Proc. Of the Canadian Structural Engi- neering Conference, Toronto. OR Mattock, A. H., and R. S. Fountain. 1967. Criteria for Design of Steel-Concrete Composite Box Girder Highway Bridges, United States Steel Corporation, Pittsburgh.

189 Freyssinet. 2005. Express Method for a Railway Bridge. Soils & Struc- tures: The Freyssinet Group Magazine, Second Half of 2005. http:// www.e.hebetec.com/platform/content/element/1022/Saint- Cheron_e.pdf. Freyssinet. 2006. Soils & Structures: The Freyssinet Group Magazine. http://www.freyssinet.com.au/Magazines/Issue%20224.pdf. Freyssinet. 2007. A Record Project for a Technique in Motion. Soils & Structures: The Freyssinet Group Magazine, Second Half of 2007, pp. 11–17. Garber, N. J., and M. Zhao. 2002a. Crash Characteristics at Work Zones. Final report. Virginia Transportation Research Council, Charlottesville. Garber, N. J., and M. Zhao. 2002b. Distribution and Characteristics of Crashes at Different Work Zone Locations in Virginia. In Transpor- tation Research Record: Journal of the Transportation Research Board, No. 1794, Transportation Research Board of the National Acade- mies, Washington, D.C., pp. 19–25. Garcia, H. M. 2007. Analysis of an Ultra-High Performance Concrete Two-Way Ribbed Bridge Deck Slab. Federal Highway Administra- tion, U.S. Department of Transportation, Washington, D.C. Gentilini, B., and L. Gentilini. 1974. Giant Precast Prestressed Girder Bridge Erected Using Special Launching Technique. PCI Journal, Vol. 19, No. 3, pp. 18–29. Gerwick, B. C., Jr. 1964. Long Span Prestressed Concrete Bridges Utiliz- ing Precast Elements. PCI Journal, Vol. 9, No. 1, pp. 26–41. Gibbens, B., and P. S. Smith. 2004. Design-Construction of Sorell Causeway Channel Bridge, Hobart, Tasmania. PCI Journal, Vol. 49, No. 3, pp. 56–66. Göhler, B., and B. Pearson. 2000. Incrementally Launched Bridges: Design and Construction. Ernst & Sohn, Berlin. Goldhofer. Modulare Schwerlastfahrzeuge. www.goldhofer.de. Graybeal, B. 2006. Material Property Characterization of Ultra-High Performance Concrete. FHWA-HRT-06-103. FHWA, U.S. Depart- ment of Transportation. Graybeal, B. 2007. Compressive Behavior of Ultra-High-Performance Fiber-Reinforced Concrete. ACI Materials Journal, March–April, pp. 146–152. Graybeal, B. 2009. UHPC Making Strides. Public Roads, Vol. 72, No. 4, pp. 17–21. Graybeal, B. 2010. Behavior of Field-Cast Ultra-High Performance Concrete Bridge Deck Connections Under Cyclic and Static Struc- tural Loading. FHWA-HRT-11-023. FHWA, U.S. Department of Transportation. Graybeal, B. 2011. Ultra-High Performance Concrete. Report FHWA- HRT-11-038. FHWA, U.S. Department of Transportation. Graybeal, B., and J. Tanesi. 2007. Durability of an Ultrahigh-Performance Concrete. Journal of Materials in Civil Engineering, American Soci- ety of Civil Engineers, Vol. 19, No. 10, pp. 848–854. Griffin, J., L. Wolf, G. Freeby, M. Hyzak, D. Hohmann, and R. Cox. 2008. Preassembled Bridge Facilitates Overpass Construction. Aspire, Spring, pp. 44–47. Hackney, M., A. Stocks, and C. Dodgson. 2002. Float Viaduct: A High- Speed Rail Bridge Replacement. Civil Engineering, Vol. 150, No. 1, pp. 22–28. Hag-Elsafi, O. 1998. Precast Prestressed Concrete Double-T Beams for Short-Span Bridges. New York State Department of Transportation, Albany. Hagen, K., S. Ellis, J. Fishbein, K. Molnau, E. Wolhowe, and D. Dorgan. 2005. Development and Construction of a Precast Inverted T Sys- tem for Expediting Minnesota Slab Span Bridge Projects. Proc., Concrete Bridge Conference, Palm Springs, Calif. Hartikainen, J., and S. Eronen. 2003. Road and Railway Bridge Foundations of Steel Pipe Piles. Report. Tampere University of Technology, Finland. Hartwell, D. 2011. Laboratory Testing of Ultra High Performance Con- crete Deck Joints for Use in Accelerated Bridge Construction. MS thesis. Iowa State University, Ames. Hayward Baker Inc. 2008. Compaction Grout. Electronic Correspondence. Hebetec Engineering, Ltd. 2008. http://www.e.hebetec.com/page/content/ index.asp?MenuID=41&ID=50&Menu=4&Item=4. Herbsman, Z., W. T. Chen, and W. C. Epstein. 1995. Time Is Money: Inno- vative Contracting Methods in Highway Construction. Journal of Con- struction Engineering and Management, Vol. 121, No. 3, pp. 273–281. Herbsman, Z., and C. Glagola. 1998. Lane Rental: Innovative Way to Reduce Road Construction Time. Journal of Construction Engineer- ing and Management, Vol. 124, No. 5, pp. 411–417. Hewson, N. 2003. Prestressed Concrete Bridges: Design and Construction. Thomas Telford Publishing, London. Hieber, D. G., J. M. Wacker, M. O. Eberhard, and J. F. Stanton. 2005a. Precast Concrete Pier Systems for Rapid Construction of Bridges in Seismic Regions. Final research report. Washington State Transpor- tation Center, University of Washington, Seattle. Hieber, D. G., J. M. Wacker, M. O. Eberhard, and J. F. Stanton. 2005b. State-of-the-Art Report on Precast Concrete Systems for Rapid Con- struction of Bridges. Final technical report. Washington State Trans- portation Center, University of Washington, Seattle. Hillman, J. 2008. Product Application of a Hybrid-Composite Beam Sys- tem. IDEA Program Final report. Teng & Associates; Transportation Research Board, Washington, D.C. Hirai, T., and H. Sugiura. 2005. Application of Composite Structure on New Bridge Construction Method—JET CROSS. Symposium on Application of Composite Structures, Japan Society of Civil Engi- neers, pp. 12-1–12-4. Horszczaruk, E. 2004. Abrasion Resistance of High Strength Fiber- Reinforced Concrete. In Proc., Sixth International RILEM Sympo- sium. Fiber Reinforced Concretes—BEFIB, Varenna, Italy, pp. 257–266. Hwang, S.-D., and K. H. Khayat. 2005. Effects of Various Admixture- Binder Combinations on Workability of Ready-Mix Self- Consolidating Concrete. Presented at ACI Spring Convention, New York. Iowa Department of Transportation. 2011a. Bridge Plans for US6 Over Keg Creek in Pottawattamie County. Iowa DOT Project No. BRF- 006-1(114)-38-78. Ames. Iowa DOT Office of Bridges and Structures. 2011b. US6 Keg Creek Coun- cil Bluffs, Iowa. Construction sequence animation. Iowa Department of Transportation, Ames. Issa, M. A., A. A. Yousif, and M. A. Issa. 1995. Construction Procedures for Rapid Replacement of Deteriorated Bridge Decks. Concrete International, Vol. 17, No. 2, pp. 49–52. Jakovich, G., and J. Alvarez. 2002. The Bridges That Good Planning and Execution Rebuilt. Public Roads, Vol. 66, No. 2, p. 6. Jansson, P. O. 2008. Research Report R-1512: Evaluation of Grout-Filled Mechanical Splices for Precast Concrete Construction, Michigan Depart- ment of Transportation, May. Jaraiedi, M., R. W. Plummer, and M. S. Aber. 1995. Incentive/Disincentive Guidelines for Highway Construction Contracts. Journal of Construc- tion Engineering and Management, Vol. 121, No. 1, pp. 112–120. Jauregui, D. V., and A. V. Soils. 2007. Field Evaluation of a SDL-CLL Steel Bridge in New Mexico. Presented at World Steel Bridge Sym- posium and Workshops. New Mexico State University, Las Cruces. Jiang, X., and H. Adeli. 2003. Freeway Work Zone Traffic Delay and Cost Optimization Model. Journal of Transportation Engineering, Vol. 129, No. 3, pp. 230–241.

190 Johnsen, L. F., J. A. Pastore, and F. E. Ferrer. 2007. High Capacity Mini- Caissons in NYC. Proc., 32nd Annual Conference on Deep Founda- tions, Deep Foundations Institute, Hawthorne, Colo. Kamel, M. R., and D. Derrick. 1997. A Precast Alternative for Bridge Slabs. Concrete International, Vol. 19, No. 8, pp. 41–42. Kapur, J., and B. Khaleghi. 2009. Use of Precast Bridge Members in Areas of High or Moderate Seismicity. Transportation Research Record: Journal of the Transportation Research Board, No. 2131, Transporta- tion Research Board of the National Academies, Washington, D.C., pp. 101–109 Karbassi, A., P. Knight, and D. Sharrocks. 2008. London Underground Bridge Slide at White City Viaduct, U.K. Proceedings of the Institu- tion of Civil Engineers: Bridge Engineering, Vol. 161, No. 1, pp. 11–20. Keith, N. 2006. Gantry Crane and Precast Panels Speed Up a Bridge Rebuild in N.J. New York Construction. http://newyork.construction .com/features/archive/2006/05_feature1.asp. Keierleber, B., D. Bierwagen, B. Phares, I. Couture, and F. Fanous. 2007. Design of Buchanan County, Iowa, Bridge Using Ultra High Perfor- mance Concrete and PI Girders. In Proc., Mid-Continent Transpor- tation Research Symposium, Ames, Iowa. Keierleber, B., D. Bierwagen, T. Wipf, and A. Abu-Hawash. 2008. Design of Buchanan County, Iowa, Bridge, using Ultra High-Performance Con- crete and Pi Beam Cross Section. Proceedings of the Precast/Prestressed Concrete Institute National Bridge Conference, Orlando, Fla. Kennedy, D. J. L., R. A. Dorton, and D. B. Alexander. 2002. The Sand- wich Plate System for Bridge Decks. In Proc., International Bridge Conference. Engineers Society of Western Pennsylvania, Pittsburgh. Kennedy, D. J. L., A. Ferro, and R. A. Dorton. 2005. Tentative Design Rules for Innovative Bridge Decks Comprising Sandwich Plate Sys- tem Panels. Presented at Annual Conference of the Transportation Association of Canada, Calgary, Ontario. Khaleghi, B. 2005. Use of Precast Concrete Members for Accelerated Bridge Construction in Washington State. Transportation Research Record: Journal of the Transportation Research Board, CD-ROM 11-S, Transportation Research Board of the National Academies, Washington, D.C., pp. 187–196. Kim, H.-Y., K.-T. Park, J. Jeong, Y.-H. Lee, Y.-K. Hwang, and D. Kim. 2009. A Pultruded GFRP Deck Panel for Temporary Structures. Composite Structures, Vol. 91, No. 1, pp. 20–30. Knoblauch, G. 2004. From Shipbuilding to Bridge Building: New Mar- kets for the Sandwich Plate System (SPS). Press release. BASF-AG, Ludwigshafen, Germany. Kollegger, J., and S. Blail. 2008. Balanced Lift Method: A New Bridge Construction Method. Structural Engineering International (Inter- national Association for Bridge and Structural Engineering), Vol. 18, No. 3, pp. 283–289. Kondo, T., T. Hom-Ma, and T. Hirose. 1971. Rapid Construction of Elevated Bridges by Using Prestressed Concrete Pile Columns. Japan Society of Civil Engineering, Feb., pp. 87–95. Kozel, S. M. 2009. I-95 James River Bridge Restoration. Roads to the Future. http://www.roadstothefuture.com/I95_JRB_Restoration .html. Kulhavy, T. 1998. Stress-Ribbon Bridges Stiffened by Arches or Cables. Presented at 2nd International PhD Symposium in Civil Engineer- ing. Budapest, Hungary. Lafarge Canada Inc. Ductal® JS1000 Product Data Sheet, Lafarge Canada Inc., Calgary, Alberta, Canada. Lafarge Canada Inc. Imer Mortarman 750 Batching Procedure. Lafarge Canada Inc., Calgary, Alberta, Canada. Lamb, B. 1977. Modular Panels Speed Bridge Deck Repairs. Construc- tion Methods and Equipment, Jan., pp. 52–53. Lau, C. K., and K. Y. Wong. 1998. Design and Construction of the Lan- tau Link Bridges. In Proceedings of the Institution of Civil Engineers: Civil Engineering. Special Issue. Hong Kong International Airport, Part 2: Transport Links, Vol. 126, pp. 3–15. LaViolette, M. D., and N. L. McDonald. 2003. The Iowa River Bridge: Pushing the Limits. http://www.iowadot.gov/iowariverbridge/ Downloads/pushing_the_limits.pdf. LaViolette, M., T. Wipf, Y.-S. Lee, J. Bigelow, and B. Phares. 2007. Bridge Construction Practices Using Incremental Launching. NCHRP Proj- ect 20-07, Task 229. Transportation Research Board of the National Academies, Washington, D.C. Lee, E.-B., and C. W. Ibbs. 2004. Computer Simulation Model: Construc- tion Analysis for Pavement Rehabilitation Strategies. Journal of Con- struction Engineering and Management, Vol. 131, No. 4, pp. 449–458. Lee, E.-B., D. Thomas, and L. Bloomberg. 2005. Planning Urban High- way Reconstruction with Traffic Demand Affected by Construction Schedule. Journal of Transportation Engineering, Vol. 131, No. 10, pp. 752–761. Lee, R. E. 1973. Precast Bridge Sections Hook, Tip, and Lock in Place. Construction Methods and Equipment, June, pp. 66–67. Li, B., Y. Shi, and A. Mirmiran. 2008. Rapid Construction of Modular Innovative Bridge Substructure. In Proc., Accelerated Bridge Con- struction, FHWA Highways for LIFE Conference, Washington, D.C., pp. 259–264. Liapi, K. A., N. Kwaja, and J. O’Connor. 2003. Highway Interchanges: Construction Schedule and Traffic Planning Visualization. Proc., TRB Annual Meeting. Transportation Research Board, Washington, D.C. Liu, X. P., Z. P. Qin, Y. W. Leung, and L. Yue. 2007. Construction of the Precast Segmental Approach Structures for Sutong Bridge. Proc., Bridge Design Construction Maintenance Two-Day International Conference, Institute of Civil Engineering, pp. 406–414. Lu, Z. D., Z. Y. Gao, J. F. Cheng, J. M. Zhao, D. J. Xu, and A. F. Shang. 2006. Transportation and Erection of Huge Precast Box Girder. Chinese Journal of Bridge Machinery & Construction Technology, pp. 45–47. Ma, W., R. L. Chen, and D. Lee. 2004. Scheduling of Lane Closures Using Genetic Algorithms with Traffic Assignments and Distrib- uted Simulations. Journal of Transportation Engineering, Vol. 130, No. 3, pp. 322–329. Macrete Precast Concrete Engineers. 2008. Flexi Arch brochure. http:// www.macrete.com/pdfs/FlexiArchBrochure.pdf. Mahin, S., J. Sakai, and H. Jeong. 2006. Self-Centering Column Compo- nents. Presented at Second U.S.–Taiwan Bridge Engineering Work- shop, San Francisco, Calif. Martin, L. D., and A. E. N. Osborn. 1983. Connection for Modular Precast Concrete Bridge Decks. Consulting Engineers Group, Incorporated; FHWA, U.S. Department of Transportation, Washington, D.C. Martin, L. D., and N. L. Scott. 1981. Use of Precast Concrete Compo- nents for Replacement and Rehabilitation of Bridges. Presented at International Symposium on Rehabilitation of Structures, Bombay, India, pp. 29–38. Marzouk, M., H. Z. El-Dein, and M. El-Said. 2007. Application of Computer Simulation to Construction of Incremental Launching Bridges. Journal of Civil Engineering and Management, Vol. 13, No. 1, pp. 27–36. Matta, F., A. Nanni, T. E. Ringelstetter, and L. C. Bank. 2008. Accelerated Construction of Bridge 14802301, Greene County, Missouri, with Pre- fabricated Stay-in-Place Glass Fiber Reinforced Polymer Reinforce- ment. Final report. Center for Transportation Infrastructure and Safety, Missouri University of Science and Technology, Rolla. Matta, F., A. Nanni, T. E. Ringelstetter, L. C. Bank, B. Nelson, B. Orr, and S. Jones. 2006. Don’t Cross That Bridge Until We Fix It! Pultruded

191 FRP Reinforcement for Bridge Repair. Composites Manufacturing, August, pp. 18–24. McDermott, J. F. 1967. Prefabricated Composite Highway Bridge Units with Inverted Steel T-Beams. Highway Research Record, No. 167, pp. 34–45. McMinn, R. B. 1951. Recent Developments in Precasting of Highway Bridges and Structures. Highway Research Board Bulletin, No. 39, pp. 1–18. Megally, S. H., M. Garg, F. Seible, and R. K. Dowell. 2002. Seismic Per- formance of Precast Segmental Bridge Superstructures. Final report. University of California, La Jolla. Meheen, J. 1995. Prefabricated Bridge with Prestressed Elements. U.S. Patent No. 5,471,694, U.S. Patent Office, Washington, D.C. Mi-Jack Products, Inc. 2007. Cranes. http://www.mi-jack.com. Miller, R. A., R. Castrodale, A. Mirmiran, and M. Hastak. 2004. NCHRP 519: Connection of Simple-Span Precast Concrete Girders for Continu- ity. Final report. Transportation Research Board, Washington, D.C. Michigan Department of Transportation. 2007. Final Report for Innova- tive Contracting Practices. pwname://MDOTProjectWise/Documents/ Statewide Groups/Innovative Contracting/Reference Documents/ MDOT Reports/MDOT_DB_Report_to_FHWA_2003_7pg.doc. Minnesota Department of Transportation. 2008. Innovative Contracting Methods. http://www.dot.state.mn.us/const/tools/docs/Guidelines% 20Dec%202008.pdf. Montana Department of Transportation. 2009. Alternative Contracting and Innovative Construction Guide. http://www.mdt.mt.gov/other/ const/external/manuals_guidelines/innov_contr_guide.pdf. Mueller, J. M. 1993. Bridge to the Future. Civil Engineering, Vol. 63, No. 1, pp. 40–43. Nakamura, S. 2002. Bending Behavior of Composite Girders with Cold Formed Steel U Section. Journal of Structural Engineering, Vol. 128, No. 9, pp. 1169–1176. National Concrete Bridge Council. 2006. Rapid Bridge Construction: How to Get There. Presented at Concrete Bridge Conference Work- shop, Reno, Nev. Ohio Department of Transportation. Innovative Contracting Manual. 2006. http://www.dot.state.oh.us/Divisions/ConstructionMgt/ Admin/Innovative%20Contracting/InnovativeContractingManual 04102006.pdf. Ozyildirim, C. 2011. Evaluation of Ultra-High-Performance Fiber- Reinforced Concrete. Report VCTIR 12-R1. Virginia Center for Transportation Innovation and Research, Charlottesville. Pan, N.-H., T.-C. Chiu, and K.-Y. Chen. 2007. Full-Span Pre-Cast Launching Method (FPLM) Analysis with Dynamic Simulation: Case Studies of Taiwan High-Speed Rail (THSR) Project. Automa- tion in Construction, Vol. 17, No. 5, pp. 592–607. Perry, V., and M. Royce. 2010. Innovative Field-Cast UHPC Joints for Pre- cast Bridge Decks (Side-by-Side Deck Bulb-Tees), Village of Lyons, New York; Design, Prototyping, Testing, and Construction. Presented at 3rd fib International Conference, Washington, D.C. Perry, V., P. Scalzo, and G. Weiss. 2007. Innovative Field Cast UHPC Joints for Precast Deck Panel Bridge Superstructures—CN Over- head Bridge at Rainy Lake, Ontario. Presented at Annual General Meeting and Conference, Canadian Society of Civil Engineers, Yellowknife, Northwest Territories, Canada. PND Incorporated. Spin Fin Piles. Brochure. Anchorage, Alaska. Podolny, W., Jr. 1979. An Overview of Precast Prestressed Segmental Bridges. PCI Journal, Jan., pp. 56–86. Podolny, W., and J. M. Muller. 1982. Construction and Design of Pre- stressed Concrete Segmental Bridges. John Wiley & Sons, New York. Ponomarev, Y., and G. Brodski. 2005. Rehabilitation of Novoarbatsky Bridge in Moscow. Presented at New York City Bridge Conference. New York, Sept. 12–13. Prachasaree, W., and V. Shekar. 2008. Experimental Evaluation and Field Implementation of FRP Bridge Deck Modules. Songklana- karin Journal of Science and Technology, Vol. 30, No. 4, pp. 501–508. Prasertrungruang, T., and B. H. W. Hadikusumo. 2009. Study of Factors Influencing the Efficient Management and Downtime Consequences of Highway Construction Equipment in Thailand. Journal of Con- struction Engineering and Management, Vol. 135, No. 1, pp. 2–11. Precast/Prestressed Concrete Institute Northeast Technical Committee. 2006. Guidelines for Accelerated Bridge Construction Using Precast/ Prestressed Concrete Components. Belmont, Mass. Precast/Prestressed Concrete Institute Northeast. 2008. Bridge Stan- dards for the Northeast Extreme Bridge Tee (NEXT Beam). Precast/ Prestressed Concrete Institute Northeast. http://www.pcine.org/ view_file.cfm?dir=\resources\design_tools\200\&filename= 2008-02-07%20NEXT%20BEAM%20STANDARDS.pdf. Accessed 2008. Ralls, M. L. 2007. Accelerated Bridge Construction. Aspire, Spring, pp. 16–20. Ralls, M. L. 2008. Benefits and Costs of Prefabricated Bridges. White paper, Utah Department of Transportation, Salt Lake City. Ralls, M. L. 2009. Accelerating Bridge Construction: Modular, SPMT. Presented at the National Concrete Consortium (NCC) Meeting, San Antonio, Tex., April 1. Ralls, M. L., M. D. Hyzak, R. D. Medlock, and L. M. Wolf. 2004. Pre- fabricated Bridges: Current U.S. Practice and Issues. Presented at Sec- ond National Prefabricated Bridge Elements and Systems Workshop, Texas Department of Transportation. FHWA, AASHTO, New Bruns- wick, N.J., Sept. 8–10. http://www.anippac.org.mx/docscongreso/ 21.pdf. Ralls, M. L., B. Tang, S. Bhidé, B. Brecto, E. Calvert, H. Capers, D. Dorgan, E. Matsumoto, C. Napier, W. Nickas, and H. Russell. 2005a. Prefabri- cated Bridge Elements and Systems in Japan and Europe. Final report. FHWA, AASHTO, Washington, D.C. Ralls, M. L., B. Tang, and H. G. Russell. 2005b. Self-Propelled Modular Transporters for Bridge Movements in Europe and the United States. Transportation Research Record: Journal of the Transportation Research Board, CD-ROM 11-S, Transportation Research Board of the National Academies, Washington, D.C., pp. 17–22. Ramsay, B. 1980. Incremental Launching Method in Prestressed Con- crete Bridge Construction. Concrete International, Feb., pp. 36–39. Rao, C., A. Tajirian, and R. Stubstad. 2003. Lessons Learned from the Tappan Zee Bridge, New York. California Department of Transpor- tation, Sacramento. Ream, A., J. Bintrim, and M. Bunner. 2008. Construction and Mainte- nance Benefits of Continuous for Live Load Steel Girder Construc- tion. In Proc., Accelerated Bridge Construction and FHWA Highways for LIFE Conference, Washington, D.C., pp. 47–52. Redecking with Precast Keeps Traffic Moving. 1984. Civil Engineering, Vol. 54, No. 1, pp. 46–50. Ren, M. F., Y. X. Hu, and J. Zheng. 2005. Design and Construction of Incrementally Launched Prestressed Concrete Continuous Girders of Donghai Bridge Close to Island Side. Chinese Journal of Bridge Construction, pp. 27–30. Restrepo, J. I., M. J. Tobolski, and E. E. Matsumoto. 2011. Development of a Precast Bent Cap System for Seismic Regions. NCHRP Report 681. Transportation Research Board of the National Academies, Washington, D.C.

192 Rodriguez, J. M., M. Hedayati, A. Taddeo, and J. K. Parks. 2004. Precast Concrete Light Rail System Provides Mass Transit Solution for JFK International Airport. PCI Journal, Vol. 49, No. 1, pp. 32–44. Roeder, C. W., and D. E. Lehman. 2008. Concrete Filled Steel Tubes for Rapid Construction of Bridge Piers. In Proc., Accelerated Bridge Construction, FHWA Highways for LIFE Conference, Washington, D.C., pp. 241–246. Ronald, H. D., and D. Theobald. 2008. A System for Rapid Precast Deck Construction. In Structures Congress 2008: Crossing Borders (D. Anderson, C. Ventura, D. Harvey, and M. Hoit, eds.), Struc- tural Engineering Institute (SEI) of ASCE, Reston, Va. Ropkins, J. W. T., J. Ropkins, D. Allenby, and E. Nuttall. 2007. Jacked Box Underbridges Using the Ropkins System. Current Practice Sheet No. 14. Concrete Bridge Development Group. Rosignoli, M. 1998a. Site Restrictions Challenge Bridge Design. Con- crete International, Vol. 20, No. 8, pp. 40–43. Rosignoli, M. 1998b. Launched Bridges: Prestressed Concrete Bridges Built on the Ground and Launched into Their Final Position. ASCE Press, Reston, Va. Rosignoli, M. 2002. Bridge Launching. Thomas Telford Publishing, London. Rosignoli, M. 2007. Monolithic Launch of the Reggiolo Overpass. Concrete International, Vol. 29, No. 2, pp. 26–30. Rosignoli, M. 2008. Bridge Launching in Downtown Milan, Italy. Proc., Future Technology for Concrete Segmental Bridges Sympo- sium, American Segmental Bridge Institute. Rosignoli, M., and C. Rosignoli. 2007. Launch and Shift of the Tiziano Bridge. Concrete International, Vol. 29, No. 10, pp. 46–51. Rouse, J. M., F. W. Klaiber, and M. C. Currie. 2008. Feasibility Investiga- tion of Precast Bridge Piers. Iowa State University Bridge Engineering Center, Ames. Russell, H., M. L. Ralls, and B. M. Tang. 2005. Prefabricated Bridge Ele- ments and Systems in Japan and Europe. Transportation Research Record: Journal of the Transportation Research Board, CD-ROM 11-S, Transportation Research Board of the National Academies, Washington, D.C., pp. 103–109. Ruukki. 2008a. Pile Foundation Product Description. Brochure. Rauta- ruukki Corporation, Helsinki, Finland. Ruukki. 2008b. Rock Foundation Product Description. Brochure. Rau- taruukki Corporation, Helsinki, Finland. SHRP 2 Report S2-R04-RR: Innovative Bridge Designs for Rapid Renewal. 2011 draft. Transportation Research Board of the National Acad- emies. http://apps.trb.org/cmsfeed/TRBNetProjectDisplay.asp? ProjectID=2167. Salem, O., B. Basu, R. Miller, J. Randall, J. Swanson, and R. Engel. 2006. Accelerating the Construction of a Highway Bridge in Ohio. Practice Periodical on Structural Design and Construction, Vol. 11, No. 2, pp. 98–104. Salem, S., and R. Miller. 2006a. Accelerated Construction Decision-Making Process for Bridges. Department of Civil and Environmental Engineer- ing, University of Wisconsin, Midwest Regional University Transpor- tation Center, Madison. Salem, S., and R. Miller. 2006b. Accelerated Construction Decision-Making Threshold Levels. Final report. Midwest Regional University Transpor- tation Center, Cincinnati, Ohio. Sams, M. 2005. Broadway Bridge Case Study: Bridge Deck Application of Fiber-Reinforced Polymer. Presented at Sixth International Bridge Engineering Conference. Boston, Mass., July 17–20. Sanders, D. H., R. Yamashita, and K. L. Almer. 2006. Accelerated Con- struction in Seismic Areas Using Precast Concrete and Prestressing. Presented at Fourth International Workshop on Seismic Design and Retrofit of Transportation Facilities, San Francisco, Calif. Scanlon, A., A. Aswad, and J. Stellar. 2002. Precast Posttensioned Abut- ment System and Precast Superstructure for Rapid On-Site Construc- tion. In Transportation Research Record: Journal of the Transportation Research Board, No. 1814, Transportation Research Board of the National Academies, Washington, D.C., pp. 81–87. Schaumann, E., and T. Keller. 2007. Detailed Design and Laboratory Testing: Hybrid FRP: Concrete Bridge Deck. Deliverable D3.4 + D3.5. NR2C New Road Construction Concepts, Forum of European National Highway Research Laboratories (FEHRL). Scheuerle. SPMT brochure. http://www.scheuerle.de/downloads/SPMT_ EN.pdf. Schlaich, M. 2001. Erection of Cable-Stayed Bridges Having Composite Decks with Precast Concrete Slabs. Journal of Bridge Engineering, American Society of Civil Engineers, Sept., pp. 333–339. Scholz, D. P., J. A. Wallenfelsz, C. Lijeron, and C. L. Roberts-Wollman. 2007. Recommendations for the Connection Between Full-Depth Pre- cast Bridge Deck Panel Systems and Precast I-Beams. Virginia Trans- portation Research Council, Charlottesville. Scott, S. III, K. R. Molenaar, D. D. Gransberg, and N. C. Smith. 2006. NCHRP Report 561: Best-Value Procurement Methods for Highway Construction Projects. Transportation Research Board of the National Academies, Washington, D.C. SDR Engineering Consultants. 2005. Prefabricated Steel Bridge Systems. Final report. Federal Highway Administration, Washington, D.C. Shahawy, M. A. 2003. NCHRP Synthesis Study Topic 33-02: Prefabricated Bridge Elements and Systems to Limit Traffic Disruption During Con- struction. NCHRP Synthesis 324, Transportation Research Board, Washington, D.C. Shieh, C.-L., and H.-T. Liu. 2006. The Introduction of the Sliding Method to Rebuild a Bridge. Presented at Second U.S.–Taiwan Bridge Engineering Workshop, San Francisco, Calif. Slavis, C. 1983. Precast Concrete Deck Modules for Bridge Deck Recon- struction. Prestressed Concrete Institute Journal, July, pp. 120–135. Slavis, C. 1985. Bridge Redecking with Precast Components. Better Roads, May, pp. 22–24. Sprinkel, M. M. 1978. Systems Construction Techniques for Short-Span Concrete Bridges. In Transportation Research Record: Journal of the Transportation Research Board, No. 665, Transportation Research Board of the National Academies, Washington, D.C., pp. 222–227. Sprinkel, M. M. 1985. Prefabricated Bridge Elements and Systems. National Cooperative Highway Research Program, Synthesis of Highway Prac- tice, TRB, National Research Council, Washington, D.C. Stamnas, P. E., and M. D. Whittemore. 2005. All-Precast Substructure Accelerates Construction of Prestressed Concrete Bridge in New Hampshire. PCI Journal, Vol. 50, No. 3, pp. 26–39. Stenko, M. S., A. M. Dinitz, and J. P. Bilotti. 1985. Modular Bridge Deck Systems for Redecking or New Bridge Construction. Presented at 2nd Annual International Bridge Conference, Engineers’ Society of Western Pennsylvania, Pittsburgh, pp. 43–46. Suruga, T., K. Kushida, and Y. Maeda. 1978. Application of Prefabricated Hollow Steel Decks to Bridge Constructions. In Transportation Research Record: Journal of the Transportation Research Board, No. 665, Transportation Research Board of the National Academies, Washington, D.C., pp. 155–163. Tadros, M. K., M. C. Baishya, P. E. Rossbach, and G. A. Pietrok. 1999. Rapid Replacement of Bridge Decks. Concrete International, Vol. 21, No. 2, pp. 52–55. Takashima, Y., Y. Mashiko, T. Kasugai, Y. Sasaki, and J. Shikaura. 2005. Experimental Study on the Connection between Steel Pier and Foundation for the Rapid Construction Method. Japan Society of Civil Engineering, Journal of Structural Engineering, Vol. 51A, pp. 1759–1770.

193 Tang, M.-C. 1982. System Construction of Medium-Span Bridges in Prestressed Concrete. In Transportation Research Record: Journal of the Transportation Research Board, No. 871, Transportation Research Board of the National Academies, Washington, D.C., pp. 12–17. Tanis, J.-M., R. Delfino, R. Leroy, J. F. Caron, G. Foret, H. S. Pham, M. Cardin, S. Bouteille, and J. Resplendino. 2008. Preliminary Design of New Bridges, Structures, and New Slabs. Deliverable D3.3. NR2C New Road Construction Concepts, Forum of European National Highway Research Laboratories (FEHRL). Tanis, J.-M., M. Nicolas, M. Cardin, T. Keller, E. Schaumann, F. Toutlemonde, and B. Godart. 2007. State of the Art Review: A Vision of New Bridges. Deliverable D 3.1. NR2C New Road Con- struction Concepts, Forum of European National Highway Research Laboratories (FEHRL). Thompson, M. K., A. L. Ledesma, J. O. Jirsa, J. E. Breen, and R. E. Kling- ner. 2003. Anchorage Behavior of Headed Reinforcement. Research report. Center for Transportation Research, University of Texas, Austin. Tobolski, M., M. Ralls, E. Matsumoto, and J. Restrepo. 2006. State-of- Practice of Precast Bent Cap Systems. In ASCE Structures Conference Proceedings, 201, 82. Tokerud, R. 1979. Precast Concrete Construction: Precast Concrete Bridges for Low-Volume Roads. Journal of the Prestressed Concrete Institute, July, pp. 42–56. Toutlemonde, F., L. Lauvin, J.-C. Renaud, T. Kretz, and S. Brisard. 2007a. Fatigue Performance of an UHPFRC Ribbed Slab Applied as a Road Bridge Deck—Verified According to the Eurocodes. In Concrete Under Severe Conditions: Environment and Loading (F. Toutlemonde, K. Sakai, O. Gjorv, and N. Banthia, eds.), In Proc., 5th International Conference on Concrete Under Severe Conditions of Environment and Loading, CONSEC ‘07, Tours, France, June 4–6. Toutlemonde, F., J.-C. Renaud, L. Lauvin, S. Brisard, and J. Resplendino. 2007b. Local Bending Tests and Punching Failure of a Ribbed UHP- FRC Bridge Deck. In Proc., 6th International Conference on Fracture Mechanics of Concrete and Concrete, Vol. 3 (A. Carpinter, P. Gam- barova, G. Ferro, and G. Plizzari, eds.), AEDIFICATIO, Freiburg, Germany, pp. 1481–1489. Toutlemonde, F., E. Schaumann, and T. Keller. 2005. New Material Prop- erties and Modeling Rules. Deliverable D3.2. NR2C New Road Con- struction Concepts, Forum of European National Highway Research Laboratories (FEHRL). Trimbath, K. 2006. Self-Propelled Trailers Used to Advantage in Florida Bridge Project. Civil Engineering, Vol. 76, No. 8, pp. 38–39. Tseng, W., G.-H. Tsai, W.-J. Huang, and L.-Y. Wang. 1985. Prefabricated Rigid Frame–Arch Bridge with Plate-Shell Deck Structure. Pre- sented at International Association for Shell and Spatial Structures International Congress, Fosstroy, Central Scientific Research Insti- tute of Building Structures, Moscow, pp. 291–306. Tung, H. S. S., M. T. Pang, E. J. Roblin, M. C. Tang, K. Shawwaf, T. P. Conway, Y. M. Mak. 1988. First Incrementally Launched Bridges in Hong Kong. Canadian Journal of Civil Engineering, Vol. 15, No. 1, pp. 24–36, 10.1139/l88-003. Umphrey, J., D. Beck, E. G. Ramey, and M. L. Hughes. 2007. Rapid Replacement of Four GDOT Bridge Decks. Practice Periodical on Structural Design and Construction, Vol. 12, No. 1, pp. 48–58. Unsworth, J. F., and C. Brown. 2006. Rapid Replacement of a Movable Steel Railway Bridge. Presented at Annual Meeting of the Transpor- tation Research Board, Washington, D.C. Utah Department of Transportation. 2008a. ABC Standards: Full Depth Precast Concrete Deck Panels. Utah DOT, Salt Lake City. Utah Department of Transportation. 2008b. Full Depth Precast Concrete Deck Panel Manual. Utah DOT, Salt Lake City. Utah Department of Transportation. 2008c. Full Depth Precast Concrete Deck Panel Special Provision. Utah DOT, Salt Lake City. Utah Department of Transportation. 2008d. Innovate 80. http://www. udot.utah.gov/innovate80. Utah Department of Transportation. 2008e. Manual for the Moving of Utah Bridges Using Self Propelled Modular Transporters (SPMTs). June 3, 2008. http://www.udot.utah.gov/main/uconowner.gf?n= 3712960312264389695. Utah Department of Transportation. 2010a. Precast Approach Slab Manual. Salt Lake City. Utah Department of Transportation. 2010b. Precast Bulb Tee Girder Manual. Salt Lake City. Utah Department of Transportation. 2010c. Precast Substructure Ele- ments Manual. Utah DOT, Salt Lake City. VSL Singapore. 2007. Bridge Construction Partner. Brochure. http:// www.vsl.net/Portals/0/vsl_lit/Bridge_Partner.pdf. Van Erp, G., C. Cattell, and S. Ayers. 2006. A Fair Dinkum Approach to Fibre Composites in Civil Engineering. Presented at Construction and Building Materials: 2nd International Conference, Advanced Polymer Composites for Structural Applications in Construction. Vande Voort, T. 2008. Design and Field Testing of Tapered H-Shaped Ultra High Performance Concrete Piles. MS thesis. Iowa State Univer- sity, Ames. Wacker, J. M., D. G. Hieber, J. F. Stanton, and M. O. Eberhard. 2005. Design of Precast Concrete Piers for Rapid Bridge Construction in Seis- mic Regions. Final technical report. Washington State Transporta- tion Center, University of Washington, Seattle. Warta, T. 2007. Bay Bridge Bustle. Government Technology. Nov. 8. http://www.govtech.com/gt/150828. Washington State Department of Transportation. 2008. Flexible Start Date. http://www.wsdot.wa.gov/Projects/delivery/alternative/Flexible Start.htm. Wassef, W. G., D. Davis, S. Sritharan, J. R. Vander Werff, R. E. Aben- droth, J. Redmond, and L. F. Greimann. 2004. NCHRP 527 Final Report: Integral Steel Box-Beam Pier Caps. Transportation Research Board of the National Academies, Washington, D.C. Weisbrod, G., D. Vary, and G. Treyz. 2001. NCHRP Report 463: Economic Implications of Congestion. Transportation Research Board, Wash- ington, D.C. Wenzlick, J. 2005. Deck Replacement with Precast Reinforced Concrete Segments. Final report. Missouri Department of Transportation, Jefferson City. WFEL Limited. 2008. Dry Support Bridge brochure. http://www.wfel .co.uk/images/dsb_page_images/dsb_dloads/wfel_dsb_brochure .pdf. Wills, D. 2008. Building a Better Bridge. Civil Engineering, Vol. 78, No. 3, pp. 58–65. Wineland, V. W., F. W. Klaiber, and T. P. Schoellen. 2007. Laboratory and Field Testing of Precast Bridge Elements Used for Accelerated Construction. Presented at Mid-Continent Transportation Research Symposium. Iowa State University, Ames. Wipf, T. J., F. W. Klaiber, B. M. Phares, and M. E. Fagen. 2000. Investiga- tion of Two Bridge Alternatives for Low Volume Roads—Phase II. Final report. Iowa State University and Iowa Department of Trans- portation, Ames. Wolfe, R. W., P. Chung, and A. Dermegerdician. 2007. Accelerating Bridge Construction: Precast Abutment Solutions. Presented at Concrete Bridge Conference, October 20–24, Phoenix, Ariz. Wolosick, J. R., J. A. Pastore, and M. L. Grant. 2006. Macropiles: Ultra- High-Capacity Micropiles for Foundation Support. Proc., 31st Annual Conference on Deep Foundations, Deep Foundations Insti- tute, Hawthorne, Colo.

194 Wu, J. T. H., K. Z. Z. Lee, S. B. Helwany, and K. Ketchart. 2006. NCHRP Report 556: Design and Construction Guidelines for Geosynthetic- Reinforced Soil Bridge Abutments with a Flexible Facing. Final report. Transportation Research Board of the National Academies, Wash- ington, D.C. Yen, W. P., and A. Aref. 2007. Development of Accelerated Bridge Con- struction Detail for Seismic Regions. Public Research Works Insti- tute Document (Japanese Ministry of Construction) No. 4089, pp. 45–462. Yokogawa Bridge Corporation. 2007. YS Quick Bridge. http://www .yokogawa-bridge.co.jp/technology/. Yoon, T.-Y., and C.-H. Park. 2008. Accelerated Bridge Construction in Far East Asia: New Trends with Applications. In Proc., Accelerated Bridge Construction, FHWA Highways for LIFE Conference, Balti- more, Md., March 19–21, pp. 65–70. Yoshida, T., and D. Horiguchi. 2005. Development of Connection between Steel Pile and Steel Pier for the Rapid Construction Method of Overpass. Presented at Symposium on Application of Composite Structures, Japan Society of Civil Engineering. Journal of Structural Engineering, pp. 54-1–54-8. Zaki, A. R., and G. Mailhot. 2003. Deck Reconstruction of Jacques Cartier Bridge Using Precast Prestressed High Performance Con- crete Panels. PCI Journal, Vol. 48, No. 5, pp. 20–32. Zeitz, R. 2003. Right Away! Strong Partnerships Lead to Quick Decisions When Time Is Sacred. Roads & Bridges, Vol. 41, No. 4, pp. 34–39. Zeyher, A. 2002. Keep It Moving: Vancouver Replaces Suspension Bridge Without Stopping Traffic. Roads & Bridges, Vol. 40, No. 8, pp. 20–23. Zhang, J., and T. E. El-Diraby. 2006. Constructability Analysis of the Bridge Superstructure Rotation Method in China. Journal of Con- struction Engineering and Management, Vol. 132, No. 4, pp. 353–362. Zhou, Z., F. Li, and R. A. Imbsen. 2008. Development of an Accelerated Construction Method for a Chorded Arch Bridge. Chinese-Croatian Joint Colloquium on Long Arch Bridges, Brijuni Islands, July 10–14. Zhu, Z., A. Mirmiran, and M. Shahawy. 2004. Stay-in-Place Fiber Rein- forced Polymer Forms for Precast Modular Bridge Pier System. Jour- nal of Composites for Construction (ASCE), Nov./Dec., pp. 560–568.