Richard Miller

Richard A Miller

Professor, Department Head

Baldwin Hall

765A

CEAS - Civil Eng - 0071

Research Support

Grant: #14132 Investigators:Miller, Richard 05-15-2006 -09-30-2007 Ohio Department of Transportation Training Classes in AASHTO LRFD Bridge Specification Role:PI $182,920.00 Active Level:State of Ohio

Grant: #ODOT 134317 Investigators:Miller, Richard 11-01-2006 -11-01-2007 Federal Highway Administration Verification of the Use of a Carbon Blocking Agent for Fly Ash in Concrete Role:PI $10,000.00 Active Level:Federal

Grant: #ODOT #10986/Adden. A Investigators:Miller, Richard 10-01-2001 -07-01-2002 Federal Highway Administration Rapid Repair/Construction Materials Role:PI $12,418.00 Closed Level:Federal

Grant: #AL-26-7021 Investigators:Miller, Richard 10-01-2001 -09-30-2002 Department of Transportation Greater Cities Universities Coalition: Transportation Initiative - Maintenance and Management of Transit Infrastructure Role:PI $10,000.00 Closed Level:Federal

Grant: #11855/Adden C Investigators:Miller, Richard 10-13-2002 -04-01-2009 Federal Highway Administration Effectiveness of Strategic Initiative Number 9 Pilot Bridge Concepts Role:PI $277,313.00 Active Level:Federal

Grant: #9178/Adden C Investigators:Miller, Richard 04-10-2000 -01-31-2005 Federal Highway Administration Transverse Cracking of High Performance Concrete Bridge Decks after One Season or Six to Eight Months Role:PI $104,279.00 Closed Level:Federal

Grant: #OSP00148 Investigators:Miller, Richard 11-01-1999 -11-17-2002 Federal Highway Administration High Performance Concrete Bridge Projects Role:PI $36,923.00 Closed Level:Federal

Grant: #OSP01142 Investigators:Miller, Richard 09-19-2001 -09-18-2003 Hamilton County Engineer's Office Testing of Prestressed Concrete Girders and Field Testing and Analysis of Composite Deck Panels Role:PI $101,007.00 Closed Level:Local Government

Grant: #9769/Adden E Investigators:Miller, Richard 04-03-2000 -05-01-2003 Federal Highway Administration Use of Fiber Reinforced Polymer Composites for Repair or Retrofit of Prestressed Box Girders Role:PI $55,902.00 Closed Level:Federal

Grant: #HR1253/#3 Investigators:Miller, Richard 05-01-1999 -08-31-2003 Federal Highway Administration Connection between Simple-Span Precast Concrete Girders Made Continuous Role:PI $300,000.00 Closed Level:Federal

Grant: #HR / DOT 6505-099 Investigators:Miller, Richard; Shahrooz, Bahram 05-04-2007 -08-31-2010 Department of Transportation Project Number 12-77: Structural Concrete Design with High-Strength Steel Reinforcement Role:Collaborator $600,000.00 Closed Level:Federal

Grant: #PSM06582 / DUE-0618571 Investigators:Kukreti, Anant; Miller, Richard; Oerther, Daniel 08-15-2006 -07-31-2010 National Science Foundation A National Model for Engineering Mathematics Education Role:Collaborator $100,001.00 Closed Level:Federal

Grant: #UT15194 Investigators:Miller, Richard 05-01-2008 -09-15-2011 Federal Highway Administration Structural Evaluatin of LIC-310-0396 Box Beams With Advanced Strand Deterioration Role:PI $254,390.00 Closed Level:Federal

Grant: #WSU / DUE-0817332 Investigators:Kukreti, Anant; Miller, Richard 08-01-2009 -07-31-2014 National Science Foundation CCLI Phase 3 - A National Model for Engineering Mathematics Education Role:Collaborator $100,000.00 Active Level:Federal

Grant: #500421 Investigators:Miller, Richard; Shahrooz, Bahram 10-20-2010 -06-30-2012 Hamilton County Board of County Commissioners Testing and Health Monitoring of Bridge B-0070 on Eight Mile Road Role:Collaborator $71,000.00 Closed Level:Local Government

Grant: #TAAPCI2011 Investigators:Miller, Richard 08-01-2011 -11-30-2012 Precast/Prestressed Concrete Institute Presentations for the Third Edition of the PCI Bridge Design Manual (BOM) Role:PI $10,000.00 Closed Level:Industry

Grant: #0025108-707783-1 \ HR 20-07 Task 307 Investigators:Miller, Richard 08-30-2011 -05-29-2012 National Academy of Sciences Updated Research for Collision Damage Repair of Precast/Prestressed Concrete Role:PI $25,026.00 Closed Level:Private Non-Profit

Grant: #UT17790 \ 25160 Investigators:Miller, Richard 07-13-2012 -06-30-2013 Department of Transportation State Master Agreement for Research On-Call Role:PI $.00 Active Level:Federal

Grant: #HR 12-91 PO SUB0000093 / DTFH61-08-H-000035 Investigators:Miller, Richard; Shahrooz, Bahram 09-13-2012 -09-12-2015 Federal Highway Administration Strand Debonding for Pretensioned Girders Role:Collaborator $650,000.00 Active Level:Federal

Grant: #UT17790/25160 Investigators:Helmicki, Arthur; Hunt, Victor; Miller, Richard 08-01-2012 -01-01-2014 Department of Transportation Tilt Measurement And Monitoring Of Jeremiah-Morrow Bridge Role:PI $111,983.51 Active Level:Federal

Grant: #279-M189-2014 / 25951 Investigators:Miller, Richard 08-13-2013 -08-13-2016 Ohio Department of Transportation Evaluation of High Performance Pavement and Bridge Deck Repair Materials Role:PI $56,766.00 Active Level:State of Ohio

Grant: #27226 Investigators:Miller, Richard; Shahrooz, Bahram 10-01-2015 -04-01-2017 Department of Transportation Synthesis Study of Load Capacity on Concrete Slabs Without Plans Role:PI $59,530.20 Awarded Level:Federal

Grant: #CCHMC UT17790 Task 8 sub ODOT sub FHA (USDOT) Investigators:Miller, Richard 07-01-2015 -02-07-2016 Federal Highway Administration Structures Research Services (Task 8 Proposal ? Loading and Safety Requirements for Horizontal Bridge Inspection Access Systems) Role:PI $37,783.07 Awarded Level:Federal

Grant: #ODOT 27843 sub FHWA Investigators:Miller, Richard 09-07-2016 -03-07-2017 Federal Highway Administration Evaluation of Maintenance Procedures for Bridge Spalling on Parapet Walls Role:PI $44,692.22 Active Level:Federal

Grant: #ODOT 27844 sub FHWA SP&R2 Investigators:Miller, Richard 10-10-2016 -04-10-2017 Federal Highway Administration Protecting Piers of Overhead Structures from Degradation Role:PI $45,045.57 Awarded Level:Federal

Grant: #NCHRP / NAS HR 12-109 sub FHWA DTFH61-13-H-00024 Investigators:Miller, Richard; Shahrooz, Bahram 11-16-2016 -05-15-2020 Department of Transportation NCHRP 12-109: Use of 0.7-in. diameter strands in precast pretensioned girders Role:Collaborator $40,000.00 Active Level:Federal

Grant: #ODOT 30556 sub FHWA Investigators:Deshpande, Abhijeet; Miller, Richard 06-12-2017 -10-12-2018 Federal Highway Administration Evaluation of Maintenance Procedures for Bridge Spalling on Parapet Walls Phase II Role:PI $521,862.31 Active Level:Federal

Grant: #UT19989 sub NAS HR 18-18 sub TRB Investigators:Miller, Richard; Shahrooz, Bahram 07-03-2017 -10-02-2020 Transportation Research Board Design and Construction of Deck Bulb Tee Girder Bridges with UHPC Role:PI $9,502.00 Awarded Level:Private Non-Profit

Grant: #ODOT 30794 sub FHWA Investigators:Miller, Richard 08-15-2017 -08-14-2019 Federal Highway Administration Protecting Piers of Overhead Structures from Degradation Due to Snow and Ice Chemical and Material Usage, Ph II Role:PI $334,542.73 Awarded Level:Federal

Grant: #HR 12-95(A) Investigators:Miller, Richard; Shahrooz, Bahram 07-17-2018 -10-16-2021 Federal Highway Administration Proposed ASSHTO Guidelines for Adjacent Precast Concrete Box Beam Bridge Systems Role:PI $30,000.00 Active Level:Federal

Publications

Peer Reviewed Publications

Harries K.; Miller R.; Reis J.; Russell H.; Shahrooz B.; Wells E.; Zeno G. (11-01-2017. )Basis of AASHTO Specifications for High-Strength Shear Reinforcement.Journal of Bridge Engineering, ,22 (11 ),

Brinkman R.; Harries K.; Kasan J.; Miller R. (06-01-2014. )Limits of application of externally bonded CFRP repairs for impact-damaged prestressed concrete gird.Journal of Composites for Construction, ,18 (3 ),

Harries K.; Miller R.; Reis J.; Russell H.; Shahrooz B.; Wells E. (05-01-2014. )Flexural members with high-strength reinforcement: Behavior and code implications.Journal of Bridge Engineering, ,19 (5 ),

Brinkman R.; Harries K.; Kasan J.; Miller R. (02-01-2014. )Repair of prestressed-concrete girders combining internal strand splicing and externally bonded CFRP.Journal of Bridge Engineering, ,19 (2 ),200-209

Arurkar T.; Deshpande A.; Miller R.; Salem O. (08-01-2013. )Multi-criteria decision-making system for selecting an effective plan for bridge rehabilitation.Structure and Infrastructure Engineering, ,9 (8 ),806-816

Miller R. (06-01-2013. )Field monitoring of positive moment continuity detail in a skewed prestressed concrete bulb-T girder .PCI Journal, ,58 (3 ),151

Deshpande A.; Miller R.; Salem O. (06-01-2012. )Analysis of the higher-order partial correlation between CII best practices and performance of the d.Journal of Construction Engineering and Management, ,138 (6 ),716-724

Harries K.; Miller R.; Russell H.; Shahrooz B.; Soltani A. (05-01-2012. )Fatigue performance of high-strength reinforcing steel.Journal of Bridge Engineering, ,17 (3 ),454-461

Deshpande A.; Filson L.; Miller R.; Salem O. (04-01-2012. )Lean techniques in the management of the design of an industrial project.Journal of Management in Engineering, ,28 (2 ),221-223

Harries K.; Miller R.; Reis J.; Russell H.; Shahrooz B.; Wells E. (01-12-2010. )Flexural behavior and design with high-strength bars and bars without a well-defined yield point.Transportation Research Record, ,(2172 ),103-111

Basu B.; Engel R.; Miller R.; Randall J.; Salem O.; Swanson J. (05-01-2006. )Accelerating the construction of a highway bridge in Ohio.Practice Periodical on Structural Design and Construction, ,11 (2 ),98-104

Fowler T.; Kukreti A.; Lu M.; McNerney P.; Miller R.; Obarski K.; Oerther D.; Soled S.; Wei H. (01-01-2006. )An engineering research experience for teachers: Implementation and assessment .ASEE Annual Conference and Exposition, Conference Proceedings, ,

Baseheart T.; Eder R.; Miller R.; Schechter E.; Swanson J. (09-01-2005. )Testing of two 50-year-old precast post-tensioned concrete bridge girders .PCI Journal, ,50 (5 ),116-117

Baseheart T.; Eder R.; Miller R.; Swanson J. (01-01-2005. )Testing of two 50-year-old precast post-tensioned concrete bridge girders.PCI Journal, ,50 (3 ),90-95

Baseheart T.; Castrodale R.; Dimmerling A.; Hastak M.; Miller R.; Mirmiran A. (01-01-2005. )Connections between simply supported concrete beams made continuous results of NCHRP Project 12-53.Transportation Research Record, ,(1928 ),126-133

Davis K.; Fowler T.; Islam S.; Kinne D.; Kukreti A.; Miller R.; Prather E.; Soled S. (12-01-2004. )Work in progress: Successes and lessons learned from a GK-12 NSF grant project .Proceedings - Frontiers in Education Conference, FIE, ,3 ,

Davis K.; Fowler T.; Islam S.; Kukreti A.; Miller R.; Prather E.; Soled S. (12-01-2003. )Bridges with engineering to teach authentic inquiry-based mathematics and science courses to middle .Proceedings - Frontiers in Education Conference, ,2 ,

Agrawal A.; Bosela P.; Chen S.; Delatte N.; Kawaguchi A.; Maini N.; McNeil S.; Miller R.; Mylonakis G.; Parker N.; Subramaniam K. (11-12-2003. )Using NDE to evaluate the condition of subway tunnel systems .Forensic Engineering, Proceedings of the Congress, ,329-340

Castrodale R.; Hastak M.; Miller R.; Mirmiran A.; Shah R. (09-01-2003. )State of practice for positive moment connections in prestressed concrete girders made continuous.Journal of Bridge Engineering, ,8 (5 ),267-272

Davis K.; Fowler T.; Islam S.; Kukreti A.; Miller R.; Prather E.; Soled S. (01-01-2003. )Bridges with engineering to teach authentic inquiry-based mathematics and science courses to middle .Proceedings - Frontiers in Education Conference, FIE, ,2 ,F1A14-F1A30

Agrawal A.; Bosela P.; Chen S.; Delatte N.; Kawaguchi A.; Maini N.; McNeil S.; Miller R.; Mylonakis G.; Parker N.; Subramaniam K. (01-01-2003. )Application of Nondestructive Evaluation to Subway Tunnel Systems.Transportation Research Record, ,(1845 ),127-135

Godbole B.; Miller R.; Saraf V.; Shahrooz B. (09-01-2002. )Response of slab bridges before, during, and after repair.Journal of Bridge Engineering, ,7 (5 ),267-275

Castrodale R.; Hastak M.; Kulkarni S.; Miller R.; Mirmiran A.; Nagle J. (05-01-2002. )Nonlinear continuity analysis of precast prestressed girders with cast-in-place decks and diaphragms .PCI Journal, ,47 (3 ),114-118

Castrodale R.; Hastak M.; Kulkarni S.; Miller R.; Mirmiran A. (01-01-2001. )Nonlinear continuity analysis of precast, prestressed concrete girders with cast-in-place decks and .PCI Journal, ,46 (5 ),60-80

Christopher S.; Helmicki A.; Hunt V.; Kondury S.; Lenett M.; Miller R.; Morton S.; Neumann A.; Reising R.; Shahrooz B. (01-01-2001. )Performance of five-span steel bridge with fiber-reinforced polymer composite deck panels.Transportation Research Record, ,(1770 ),113-123

Baseheart T.; Miller R.; Sprague R. (01-01-2000. )Use of high-performance concrete for bridge abutments: A case study.Transportation Research Record, ,(1740 ),19-24

Baseheart T.; Greuel A.; Miller R.; Rogers B.; Shahrooz B. (01-01-2000. )Evaluation of a high performance concrete box girder bridge.PCI Journal, ,45 (6 ),60-71

Greuel A.; Hlavacs G.; Long T.; Miller R. (01-01-1999. )Full-scale testing of shear keys for adjacent box girder bridges.PCI Journal, ,44 (6 ),80-90

Baseheart T.; Hlavacs G.; Long T.; Miller R. (01-01-1997. )Nondestructive determination of response of shear keys to environmental and structural cyclic loadin.Transportation Research Record, ,(1574 ),18-24

Baseheart T.; Hlavacs G.; Long T.; Miller R. (11-01-1996. )Nondestructive determination of response of shear keys to environmental and structural cyclic loadin .Transportation Research Record, ,(1574 ),18-24

Halsey J.; Miller R. (01-01-1996. )Destructive testing of two forty-year-old prestressed concrete bridge beams.PCI Journal, ,41 (5 ),84-93

Miller R.; Parekh K. (12-01-1994. )Destructive testing of deteriorated prestressed box bridge beam .Transportation Research Record, ,(1460 ),37-44

Allbright K.; Baseheart T.; Miller R.; Parekh K. (12-01-1994. )Modal verification of a destructive test of a damaged prestressed concrete beam.Experimental Mechanics, ,34 (4 ),389-396

Godbole B.; Miller R.; Saraf V.; Shahrooz B. (10-01-1994. )Behavior of reinforced concrete slab bridges during and after repair .Transportation Research Record, ,(1442 ),128-135

Aktan A.; Miller R.; Shahrooz B. (01-01-1994. )Destructive testing of decommissioned concrete slab bridge.Journal of Structural Engineering (United States), ,120 (7 ),2176-2198

Aktan A.; Hrinko W.; Miller R.; Shahrooz B.; Young C. (01-01-1994. )UNDERSTANDING ERRORS AND ACCURACIES IN DCDTS AND WIRE POTENTIOMETERS FOR FIELD TESTING APPLICATIONS.Experimental Techniques, ,18 (2 ),29-33

Aktan A.; Blaauwendraad J.; de Borst R.; Ho I.; Iding R.; Miller R.; Shahrooz B.; van der Veen C. (01-01-1994. )Nonlinear finite element analysis of deteriorated RC slab bridge.Journal of Structural Engineering (United States), ,120 (2 ),422-440

Aktan A.; Hrinko W.; Miller R.; Shahrooz B.; Young C. (01-01-1993. )Instrumentation considerations for nondestructive and destructive testing of reinforced concrete sla .Structural Engineering in Natural Hazards Mitigation, ,1557-1562

Aktan A.; Miller R.; Shahrooz B. (01-01-1992. )Nondestructive and destructive testing of a three span skewed R. C. slab bridge .Nondestructive Testing of Concrete Elements and Structures, ,150-161

Gastro?Montero A.; Miller R.; Shah S. (01-01-1991. )USE OF LASER HOLOGRAPHIC INTERFEROMETRY AND IMAGE ANALYSIS FOR THE STUDY OF FRACTURE SPECIMENS.Experimental Techniques, ,15 (3 ),14-18

Castro?Montero A.; Miller R.; Shah S. (01-01-1991. )Cohesive Crack Models for Cement Mortar Examined Using Finite?Element Analysis and Laser Holographic.Journal of the American Ceramic Society, ,74 (1 ),130-138

Castro-Montero A.; Miller R.; Shah S. (01-01-1991. )Use of laser holography and image analysis for crack measurement and determination of strain fields .Mechanics Computing in 1990's and Beyond, ,1035-1039

Castro-Montero A.; Miller R.; Shah S. (01-01-1990. )Strain field measurement in fracture process zone.Journal of Engineering Mechanics, ,116 (11 ),2463-2484