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Start DateTitlePrincipal InvestigatorUniversity / AgencyProject ManagerEstimated Completion DateProject Scope (Contract No.)
04/17/2021Confinement Effect of Narrow Baseplates or Reaction Area on Anchor Breakout - Part 2Suksawang, NakinFlorida Institute of TechnologyNolan, Steven 01/05/2023BDV28 977-09 
04/7/2021Skewed Steel I-Girder Bridges - Phase 2 Heat and Linebeck EngineersFITYoung, Vickie01/05/2023TBD 
01/19/2021Quantifying the Effect of UHPC Fiber Dispersion and Orientation in Structural MembersZhang, Qian Florida State UniversityFreeman, Christina01/31/2022BDV30 977-34 
01/15/2021Detailing of Externally Bonded FRP for Shear StrengtheningSuksawang, NakinFlorida Institute of TechnologyPotter, Will01/31/2022BEA90 
05/01/2020Vessel Past Point UpdateConsolazio, Gary University of Florida
Kosar, Matt12/31/2022BDV31 977-134 
05/01/2020Temperature Effects in Match Cast Segmental Bridge Construction Kyle Riding  University of Florida Will Potter 11/15/2022BDV31-977-132 
04/07/2020Strength and Constructability of a Double Composite Steel Box GirderSuksawang, NakinFlorida Institute of TechnologyVasconcelos, Bruno06/30/2023BE950 
02/18/2020Inspection of Flexible Filled TendonsBrown JeffEmbry-Riddle Aeronautical UniversityPadilla, Felix06/14/2023BE932 
02/13/2020Evaluate Effects from Shored Construction on Steel Composite BridgesSu, DanEmbry-Riddle Aeronautical UniversityBehring, Zachary02/28/2022BE929 
02/27/2020Geosynthetic Reinforced Soil PiersWasman, ScottUniversity of FloridaJones, Larry10/01/2022TBD 
02/26/2019Epoxy Dowel Pile Splice EvaluationMehrabi, ArminFlorida International University

Nolan, Steven 

04/03/2019Development of GFRP Reinforced Single Slope Bridge Rail Consolazio, GaryUniversity of Florida Freeman, Christina04/30/2022BDV31-977-110 
01/31/2019Evaluation of Concrete Pile to Footing or Cap ConnectionsGarber, David Florida International University Freeman, Christina 11/30/2022BDV29-977-51 
05/06/2018Thermal Gradient in Steel Straddle PiersYoung and Goldsberry FDOTGolabek, Dennis 12/31/2022  
Evaluation of Glass Fiber Reinforced Polymers (GFRP) Spirals in Corrosion Resistant Concrete PilesJung, Sungmoon Florida State University  Freeman, Christina 12/30/2022BDV30-977-27 
1/29/2018Flexural Capacity of Concrete Elements with Unbonded and Bonded PrestressingConsolazio, GaryUniversity of FloridaPotter, William04/30/2022BDV31 977-93 
01/3/2018Shear Friction Capacity of Corrugated Pipe Connection in Precast FootingsGarber, DavidFlorida International UniversityVasconcelos, Bruno09/30/2022BDV29 977-39 
02/01/2017Large Bars Spliced in UHPC for Bridge Substructure ConnectionsFreeman, ChristinaFDOTPotter, Will05/30/2022  
01/01/2019Three Bridge Tests: Maintenance OfficeFreeman, ChristinaFDOTPotter, Will12/31/2022  
Double Composite Steel Box Girders with UHPC" is actually "Strength and Constructability of a Double Composite Steel Box Girder
Suksawang, NakinFITBehring, Zachary6/30/2023BE950 
TBDStrengthening Piers to Resist Vehicular CollisionTBD Freeman, ChristinaTBD  
TBDBond Performance of Post-tensioning Tendons with Corrosion InhibitorConsolazio, GaryUniversity of FloridaFreeman, ChristinaTBD  
TBDBond Performance Between Precast UHPC Substrates and Field Cast UHPC ConnectionsGarber, DavidFlorida International UniversityFreeman, ChristinaTBD  
TBDSplit-pipe Stiffeners for Skewed Steel I-GirdersTBD Freeman, ChristinaTBD  
TBDAcceptable Crack Width Limit for UHPC Structural Members Under Coastal and Marine EnvironmentZhang, QianFlorida State UniversityNolan, StevenTBD