PAUL J. BARR, Ph.D., P.E. Professor and Department Head Director of the Utah Transportation Center Department of Civil and Environmental Engineering 4110 Old Main Hill Logan, Utah 84322-4110 Utah State University Phone: (435) 797-8249 Fax: (435) 797-1185 [email protected]ACADEMIC BACKGROUND Ph.D. in Civil Engineering, University of Washington December, 2000 M.S. in Civil Engineering, University of Washington January, 1998 B.S. in Civil and Environmental Engineering, Utah State University Magna Cum Laude June, 1995 PROFESSIONAL REGISTRATION P.E., Civil Engineer, Utah No. 276287-2202, 2012-present PROFESSIONAL HISTORY Dept. Head, Dept. of Civil and Env. Engr., Utah State University, 2016-present Interim Dept. Head, Dept. of Civil and Env. Engr., Utah State University, 2014-2015 Professor, Dept. of Civil and Env. Engr., Utah State University, 2014-present Assoc. Dept. Head, Dept. of Civil and Env. Engr., Utah State University, 2013-2014 Director of Utah Transportation Center, Utah State University, 2011-present Assoc. Professor, Dept. of Civil and Env. Engr., Utah State University, 2008-2014 Assist. Professor, Dept. of Civil and Env. Engr., Utah State University, 2003-2008 Assist. Professor, Dept. of Civil Engr., New Mexico State University, 2001-2003 Graduate RA, Dept of Civil and Env. Engr., University of Washington, 1995-2000 REFEREED JOURNAL PUBLICATIONS (Students Advisees of Barr in Italics) 39 Cook, W. and Barr, P.J. “Trends Among Collapsed Bridges in New York State.” Submitted to the ASCE Journal of Performance of Constructed Facilities. November 2015. 38 Zolghadri, N., Halling, M.W., Barr, P.J. and Johnson, N. “Field Verification of Simplified Bridge Weigh-In-Motion Techniques.” Submitted to the ASCE Journal of Bridge Engineering. September 2015.
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PAUL J. BARR, Ph.D., P.E.
Professor and Department Head Director of the Utah Transportation Center
Department of Civil and Environmental Engineering 4110 Old Main Hill
Ph.D. in Civil Engineering, University of Washington December, 2000
M.S. in Civil Engineering, University of Washington January, 1998
B.S. in Civil and Environmental Engineering, Utah State University Magna Cum Laude June, 1995
PROFESSIONAL REGISTRATION P.E., Civil Engineer, Utah No. 276287-2202, 2012-present PROFESSIONAL HISTORY Dept. Head, Dept. of Civil and Env. Engr., Utah State University, 2016-present Interim Dept. Head, Dept. of Civil and Env. Engr., Utah State University, 2014-2015 Professor, Dept. of Civil and Env. Engr., Utah State University, 2014-present Assoc. Dept. Head, Dept. of Civil and Env. Engr., Utah State University, 2013-2014 Director of Utah Transportation Center, Utah State University, 2011-present Assoc. Professor, Dept. of Civil and Env. Engr., Utah State University, 2008-2014 Assist. Professor, Dept. of Civil and Env. Engr., Utah State University, 2003-2008 Assist. Professor, Dept. of Civil Engr., New Mexico State University, 2001-2003 Graduate RA, Dept of Civil and Env. Engr., University of Washington, 1995-2000 REFEREED JOURNAL PUBLICATIONS (Students Advisees of Barr in Italics)
39 Cook, W. and Barr, P.J. “Trends Among Collapsed Bridges in New York
State.” Submitted to the ASCE Journal of Performance of Constructed Facilities. November 2015.
38 Zolghadri, N., Halling, M.W., Barr, P.J. and Johnson, N. “Field Verification
of Simplified Bridge Weigh-In-Motion Techniques.” Submitted to the ASCE Journal of Bridge Engineering. September 2015.
37 Pettigrew, C.P., Barr, P.J., Maguire, M. and Halling, M.W. “Behavior of 48-Year Old, Double-Tee Bridge Girders, made with Lightweight Concrete.” Accepted to the ASCE Journal of Bridge Engineering. January 2016.
36 Cook, W., Barr, P.J. and Halling M.W. “Bridge Failure Rate.” ASCE Journal
of Performance of Constructed Facilities. June 2013. (DOI 10.1061/(ASCE)CF.1943-5509.0000571)
35 Laurendeau, M., Barr, P.J., Higgs, A., Halling, M.W. and Maguire, M. “Live-
Load Behavior of a Sixty-Five Year Old Pratt Truss Bridge.” ASCE Journal of Bridge Engineering. V. 29, No. 6, November/December 2015. (DOI 10.1061/(ASCE)CF.1943-5509)
34 Cook, W., Barr, P.J. and Brackus, T.R. “Flexure and Punching Shear
Capacity Comparison of Full Scale ABC Steel Bride Girders.” ASCE Journal of Performance of Constructed Facilities. V. 29, No. 2, March/April 2015. (DOI 10.1061/(ASCE)CF.1943-5509.0000545)
33 Higgs, A., Barr, P.J. and Halling M.W. “Comparison of Residual Prestress
Forces, Shear and Flexural Capacity of High Strength, Prestressed Concrete Bridge Girders.” ASCE Journal of Bridge Engineering. V. 20, No. 1, January, 2015. 05014009-1 – 05014009-9. (DOI 1084-0702/05014009).
32 Fausett, R. W., Barr, P.J. and Halling, M.W. “Live-Load Testing
Application Using a Wireless Sensor System and Finite-element Nodel analysis of an Integral Abutment Concrete Girder Bridge.” Journal of Sensors. October, 2014. (DOI:10.1155/2014/859846)
31 Barr, P.J., Cook, W. and Brackus, T.R. Establishing Bridge Management
Priorities.” Civil + Structural Engineering. August, 2014. Article 9850. 30 Rodriguez, L.E., Barr, P.J. and Halling, M.W. “Temperature Effects on a Box
Girder, Integral Abutment Bridge.” ASCE Journal of Performance of Constructed Facilities. V. 28, No. 3, May/June 2014. Pp. 583-591. (DOI 10.1061/(ASCE)CF.1943-5509.0000437)
29 Wells, Z.G., Barr, P.J. and James, P.H. “Performance of Post-Tensioned
Curved-Strand Connections in Transverse Joints of Precast Deck Panels.” ASCE journal of Bridge Engineering. V. 18, No.10, October 2013. Pp. 1062-1073. (DOI 10.1061/(ASCE)BE.1943-5592.0000440)
28 Hodson, D.J., Barr, P.J., and Pockels, L. Live Load Comparison and Load
Ratings of a Post Tensioned Box Girder Bridge.” ASCE Journal of Performance of Constructed Facilities. V. 27, No. 5, Sept/Oct 2013. Pp. 585-593. (DOI: 10:1061/(ASCE)CF.1943-5509.0000356)
27 Brackus, T.R., Barr, P.J. and Cook, W. “Live-Load and Shear Connection Testing of Full Scale Precast Bridge Panels.” ASCE Journal of Bridge Engineering. V. 18, No. 3, March 2013. Pp. 210-219. (DOI: 10.1061/(ASCE)BE.1943-5592.0000343)
“Baseline Testing and Long-Term Monitoring of the Lambert Road Bridge for the Long Term Bridge Performance Program. Journal of Civil Structural Health Monitoring. V. 2, No. 2, September 2012. Pp. 123-135. (DOI 10.1007/s13349-012-0023-2)
25 Xing, S., Halling, M.W. and Barr, P.J. “Delamination Detection of
Reinforced Concrete Decks using Modal Identification.” Journal of Sensors. August, 2012. (DOI:10.1155/2012/156583)
24 Porter, S.D., Julander, J.L., Halling, M.W. and Barr, P.J. “Shear Testing of
Precast Bridge Deck Panel Transverse Connections.” ASCE Journal of Performance of Constructed Facilities. V.26 , No.4 , July/August 2012. Pp. 462-468. (DOI:10.1061/(ASCE)CF.1943-5509.0000238)
23 Hodson, D.J., Barr, P.J. and Halling, M.W. “Live Load Analysis of Post-
Tensioned Box-Girder Bridges.” ASCE Journal of Bridge Engineering. July/August 2012. Pp. 644-651. (DOI 10.1061/(ASCE)BE.1943-5592.0000302)
“Carbon Fiber Shear Retrofit of Forty-Two Year Old AASHTO I-Shaped Girders.” ASCE Journal of Composite Construction. Sept/Oct 2011. Pp. 773-781. (DOI: 10.1061/(ASCE)CC.1943-5614.0000208).
19 Porter, S.D., Julander, J.L., Halling, M.W., Barr, P.J. and Boyle, H. “Flexural
Testing of Precast Bridge Deck Panel Connections.” ASCE Journal of Bridge Engineering. May/June 2011. Pp. 422-430. (DOI: 10.1061/(ASCE)BE.1943-5592.0000173)
18 Ou, Z., Chen, B., Hseih, K., Halling, M.W., Barr, P.J. “Experimental and
Analytical Investigation of Concrete Filled Steel Tubular Columns.” ASCE
Journal of Structural Engineering. June 2011. Pp. 635-645. (DOI: 10.1061/(ASCE)ST.1943-541X.0000320)
17 Barr, P.J. and Angomas, F. “Differences Between Calculated and Measured
Long-Term Deflections in Prestressed Concrete Bridge Girders.” ASCE Journal of Performance of Constructed Facilities. V.24 , No.6 , November/December 2010. Pp. 603-609. (DOI 10.1061/(ASCE)CF.1943-5509.0000121)
SCC Prestressed Bridge Girders.” Precast inc., Mar/Apr. 2010. Pp. 8-12. 15 Boone, S.D., Barr, P.J. and Bay, J.A., “Nondestructive Analysis of a
Concrete Tunnel Model Using a Newly Proposed Combined Stress Wave Propogation Method.” ASCE Journal of Performance of Constructed Facilities. V.23, No. 6, November/December 2009. Pp. 432-439. (DOI 10.1061/(ASCE)CF.1943-5509.0000043)
14 Hsieh, K.H., Halling, M. W., Barr, P. J. and Robinson, M., “Damage
Detection Using Dynamic Properties Determined from Laboratory and Field Testing.” ASCE Journal of Performance of Constructed Facilities. V.22, No. 4, July/August 2008. Pp. 238-244. (DOI: 10.1061/(ASCE)0887-3828(2008)22:4(238))
13 Barr, P.J., Kukay, B.M., and Halling M.W., “Comparison of Prestress Losses
in a High Performance Concrete Bridge.” ASCE Journal of Bridge Engineering. V. 13, No. 5, Sept/Oct. 2008. PP. 468-475. (DOI: 10.1061/(ASCE)1084-0702(2008)13:5(468))
12 Kukay, B.M., Friel, L., Barr, P.J., Coster, D. and Halling, M.W., “Fire’s
Effect on Flexural Wood Property.” Forest Products Journal. V. 58, No. ½, Jan/Feb 2008.
11 Mertlich, Tyler, Halling M. W., and Barr, P.J., “Dynamic and Static
Behavior of a Curved-Girder Bridge with Varying Boundary Conditions.” ASCE Journal of Performance of Constructed Facilities. V.21, No. 3, May/June 2007, pp. 185-192. (DOI: 10.1061/(ASCE)0887-3828(2007)21:3(185))
Analysis of a Curved I-Girder Bridge.” ASCE Journal of Bridge Engineering. V. 12, No. 4, July/August 2007, pp.477-484. (DOI: 10.1061/(ASCE)1084-0702(2007)12:4(477))
9 Hsieh, K.H, Halling, M.W., and Barr, P.J., “Overview of Vibrational
Structural Health Monitoring with Representative Case Studies.” ASCE
Journal of Bridge Engineering. V. 11, No. 6, November/December 2006, pp 707-715. (DOI: 10.1061/(ASCE)1084-0702(2006)11:6(707))
8 Barr, P.J. and Amin, MD. N., “Shear Live-Load Distribution Factors for I-
Girder Bridges.” ASCE Journal of Bridge Engineering. V. 11, No. 2, March/April 2006, pp. 197-204. (DOI: 10.1061/(ASCE)1084-0702(2006)11:2(197))
7 Barr, P.J., Woodward, C., and Najera, B., and Amin, MD. N. “Long-Term
Structural Health Monitoring of the San Ysidro Bridge.” ASCE Journal of Performance of Constructed Facilities. V. 20, No. 1, February 2006, pp. 14-20. (DOI: 10.1061/(ASCE)0887-3828(2006)20:1(14))
6 Barr, P.J., Stanton, J.F. and Eberhard, M.O., “Effects of Temperature
Variations on Precast, Prestressed Concrete Bridge Girders.” ASCE Journal of Bridge Engineering. V. 10, No. 2, March/April 2005, pp. 186-194. (DOI: 10.1061/(ASCE)1084-0702(2005)10:2(186))
5 Jauregui, D.V. and Barr, P.J., “Nondestructive Evaluation of the I-40 Bridge
over the Rio Grande River.” ASCE Journal of Performance of Constructed Facilities. V. 18, No. 4, November 2004, pp. 195-204. (DOI: 10.1061/(ASCE)0887-3828(2004)18:4(195))
System for Monitoring Deflections.” Journal of Engineering Structures. V. 25, No. 3, February 2003, pp.347-357.
3 Barr, P.J., Eberhard, M.O. and Stanton, J.F., “Live-Load Distribution Factors
for Prestressed Concrete Bridges.” ASCE Bridge Engineering Journal. September 2001, pp. 298-306. (DOI: 10.1061/(ASCE)1084-0702(2001)6:5(298))
2 Lanier, M.W., Barr, P.J. and Scholz, K., “PCI Intern Program – A New
Industry Initiative.” Prestressed Concrete Institute Journal. V. 46, No. 1, January/February 2001, pp. 82-84.
1 Stanton, J. F., Barr, P. J. and Eberhard, M. O., “Behavior of High-Strength HPC Bridge
Girders.” ACI SP 185 High Performance Concrete: Research to Practice. 2000, 21 pp.
REFEREED CONFERENCE PROCEEDINGS (Student Advisees of Barr in Italic)
44 Zolghadri, N., Halling, M.W. and Barr, P.J. “Effects of Temperature Variations on Structural Vibration Properties.” ASCE Structures Congress. Phoenix, AZ. February, 2016.
43 Cook, W., Barr, P.J. “Pre-Collapse Bridge Condition Ratings and Appraisals.”
Proceedings, Annual Transportation Research Board, Washington, D.C., January 2016.
42 Laurendeau, M., Barr, P.J., Higgs, A. and Halling, M.W. “Live-Load Testing
of a Steel Cantilevered Deck Arched Pratt Truss Bridge.” ASCE Structures Congress. Portland, OR. April, 2015.
41Wells, Z.G., Barr, P.J., James, P.J. and Halling, M.W. “Performance of
Transverse Joints of Precast Decks using Post Tensioned, Curved-Strand Connections.” Miami, Fl. 2014 Accelerated Bridge Construction Conference. Dec. 2014.
40 Higgs, A., Maguire, M., Halling, M.W. and Barr, P.J. “Shear and Flexural
Capacity of Salvaged High-Strength, Self-Consolidating Prestressed Concrete Bridge Girders.” Washington DC, PCI-NBC Conference. Sept. 2014.
39 Foust, N., Halling, M. and Barr P.J. “Bridge Dynamic Properties and
Temperature.” Sixth World Conference on Structural Control and Monitoring. Barcelona, Spain. July 2014.
38 Foust, N.R., Halling, M.W. and Barr, P.J. “Statistical Models of a Concrete
Bridge: Changes in Modal Parameters due to Temperature.” Boston, MA, ASCE Structures Congress. April, 2014.
37 Zolghadri, N. Halling, M.W. and Barr, P.J. “Comparison of Wireless and
Wired Structural System Identification.” Boston, MA, ASCE Structures Congress. April, 2014.
36 Cook, W., Barr, P.J. and Halling, M.W. “Segregation of Bridge Failure Causes
and Consequences.” Proceedings, Annual Transportation Research Board, Washington, D.C., January 2014.
“Structural Monitoring with a Dynamic Vibrating Wire Analyzer.” Proceedings of the 11th International Conference on Structural Safety and Reliability, New York, NY. June 2013.
34 Zolghadri, N., Halling, M.W., Barr, P.J and Petroff, S.M. “Identification of
Truck Types using Strain Sensors include Co-located Strain Gauges.” Pittsburg, PA, ASCE Structures Congress. May 2013.
33 Cook, W., Barr, P.J. and Halling, M.W. “Bridge Failure Rate Analysis.”
Proceedings, Annual Transportation Research Board, Washington, D.C., January 2013.
32 Petroff, S.M., Halling, M.W. and Barr, P.J. “Vibrational Testing, Modeling, and Monitoring of Two Highway Bridges.” 15th World Conference on Earthquake Engineering. Lisbon, Portugal September, 2012.
31 Johnson, N.R., Petroff, S.M., Halling and Barr, P.J. “Testing and long term
monitoring of a precast, prestressed concrete girder bridge.” Procedings of the 6th International Conference of Bridge Maintenance, Safety and Management. Stresa, Italy. July, 2012.
30 Barr, P.J. “Case Study of Maintaining Our Nation’s Bridge Inventory: A
Short Course on Bridge Testing.” Chicago, Il, ASCE Structures Congress. March 2012.
Monitoring of a Single Span Prestressed Concrete Girder Bridge.” Proc. Of the 5th World Conference on Structural Control and Monitoring. Shinjuku, Tokyo. July, 2010.
22 Collins, W., Petroff, S., Bapat, A., Hodson, D., Cousins, T., Halling, M.W.,
Barr, P.J., Roberts-Wollman, C. “Analysi of Live-Load Tests Performed on Three Bridges for the LTBP Program.” 2010 FHWA Bridge Engineering
Conference: Highways for LIFE and Accelerated Bridge Construction. Orlando, Florida. April, 2010.
21 Boone, S.D., Barr, P.J., Bay, J.A., Halling, M.W. “ The Use of a New Short
Pulse Excitation Instrument to Develop a Damage Model for Unreinforced Concrete Specimens.” The Instrumentation, Systems and Automation Society. Houstin, TX, June 2009.
20 Barr, P.J., Halling, M.W., Cousins, T., Roberts-Wollmann, C. Soltelino, E. “
LTBP Bridge Monitoring, Testing and Instrumentation.” ASCE Structures Congress. Austin, TX. May 2009.
Analysis of a Highway Bridge with Subspace Method and Frequency Domain Decomposition. The 14th World Conference on Earthquake Engineering. Beijin, China. October 2008.
18 Mertlich, T., Barr, P.J., Halling, M.W. and Womack, K.C. “Structural Health
Monitoring of a Curved Girder Bridge Subjected to Different Boundary Conditions.” The 14th World Conference on Earthquake Engineering. Beijin, China. October 2008.
17 Barr, P.J., Halling, M.W. and Womack, K.C. “Influences of Changes in
Using Changes in Stiffness Properties with Modal Update Technologies.” Proc. Of The 3rd International Conference on Structural Health Monitoring of Intelligent Infrastructure(ISHMII) Vancouver, Canada, November, 2007.
12 Kukay, B., Barr, P.J. and Halling, M.W., “A Comparison of Time Dependent
Prestress Losses in a Two-Span, Prestressed Concrete Bridge.” Proceedings ASCE Structures Congress, Long Beach, CA. May, 2007.
11 Hsieh, K.H., M.W. Halling, and P.J. Barr. “Comparisons of Excitation Sources for Use in Structural Health Monitoring,” Proceedings of the Fourth World Conference on Structural Control and Monitoring, San Diego, CA July 2006.
10 Thurgood, T., Halling, M.W. and Barr, P.J., “Structural Health Monitoring of
the Cherry Hill Bridge.” Proceedings ASCE Structures Congress, St. Louis, MI. May, 2006.
9 Mertlich, T. B., Halling, M. W. and Barr, P. J. “Dynamic Analysis of a Three
Span Curved-Girder Bridge with Varying Boundary Conditions.” Proceedings 8th US National Conference on Earthquake Engineering, San Francisco, CA. April, 2006.
8 Hsieh, K.H., Halling, M.W., and Barr, P.J., “Overview of System
Identification and Case Studies using Vibrational Techniques.” Proceedings Structures Congress, New York, New York, April 2005.
Testing of a Continuous, Curved Steel Girder Highway Bridge.” Proceedings Second International Conference on Bridge Safety, Maintenance and Management, Kyoto, Japan, October, 2004.
6 Barr, P.J., Halling, M.W., and Womack, K.C., “Health Monitoring of Bridges
on I-15 in Utah.” Proceedings, The 4th International Workshop on Structural Control, New York, New York, June 2004.
5 Jauregui, D.V., Barr, P.J. and White, K.R., “Improved Load Rating of a
Prestressed Concrete Bridge for Permitting Purposes.” Proceedings, Annual Transportation Research Board, Washington, D.C., January 2003.
4 Barr, P.J., Stanton, J.F. and Eberhard, M.O., “Comparison of Prestress Losses
in the SR18/SR516 Precast, Prestressed High-Performance Concrete Bridge.” Concrete Bridge Conference/PCI Fall Convention, Nashville, Tennessee, October 6-9, 2002.
3 Stanton, J.F., Eberhard, M.O. and Barr, P.J., “Measurements of High-Strength
HPC Bridge Beam Behavior.” ACI Spring Convention: High-Performance Concrete, Chicago, Illinois, March 14-19, 1999.
2 Stanton, J.F., Eberhard, M.O., Barr, P.J. and Fekete, E., “Evaluation of
Long-Term Behavior on High Performance Prestressed Concrete Girders.” Proceedings, PCI/FHWA International Symposium on High Performance Concrete, New Orleans, Louisiana, October 1997, 11 pp.
1 Stanton, J.F., Eberhard, M.O., Barr, P.J. and Fekete, E., “Behavior of High Performance Prestressed Concrete Bridge Girders.” SHRP High Performance Concrete Bridge Showcase, Bellvue, Washington, August 18-20, 1997.
SCHOLARLY PRESENTATIONS (no published papers) *note these presentations are in addition to those associated with published articles listed above
13 Barr, P.J. and Halling, M.W. “Case Studies: How Experimental Data Can Assit with
Brdige Management.” Bridge-ing Big Data Workshop. Omaha, Nebraska, October, 2015.
12 Pettigrew, C.S., Barr, P.J., Halling, M.W. and Maguire, M. Flexure, Shear and
Punching Shear Capacity of Lightweight Double-Tee Girders. UDOT Engineers Conference, Salt Lake City, UT. Oct. 2014.
11 Halling, M.W., Barr, P.J. S. M. Petroff, and N. Park (2013). Concrete Bridge Girder
Strains due to Traffic Comparing Vibrating Wire Gages and Foil Gages. TRB Field Testing and NDE of Transportation Structures Committee (AFF40), Washington D. C. Jan 2013. (Oral Presentation)
10 Petroff, S.M., M.W. Halling, and P.J. Barr (2012). Bridge Monitoring in Utah: What
Are The Benefits? ASCE Structures Congress, Chicago, Mar 2012. (Poster Presentation)
9 Petroff, S.M., M. Dean, M.W. Halling, P.J. Barr (2012). Dynamic Evaluation of a
Highway Bridge during Multiple Deck Mass Changes. TRB Field Testing and NDE of Transportation Structures Committee (AFF40), Washington D. C. Jan 2012. (Oral Presentation)
WIM to In-Pavement Port-of Entry WIM. TRB Field Testing and NDE of Transportation Structures Committee (AFF40), Washington D. C. Jan 2012. (Oral Presentation)
7 Roberts, K., M.W. Halling, Z. Wells, P.J. Barr (2011). Testing of Precast Deck Joints
at Negative Moment Regions. TRB Field Testing and NDE of Transportation Structures Committee (AFF40), Washington D. C. Jan 2011. (Oral Presentation)
6 Barr, P.J., M. Laurendeau, J. Schulz, M.W. Halling (2011). Live Load Instrumentation
and Testing of a Historic Arched Truss Bridge. TRB Field Testing and NDE of Transportation Structures Committee (AFF40), Washington D. C. Jan 2011. (Oral Presentation)
5 Halling, M.W., P.J. Barr, S. Petroff, T.E. Cousins, C.L. Roberts-Wollmann, and W.
Collins (2010). Dynamic and Live-Load Testing of Existing Bridges for Validation of Models and Current Boundary Conditions. TRB Dynamics and Field Testing of Bridges Committee (AFF40), Washington D. C. January 2010. (Oral Presentation)
4 Halling, M.W., J.P. Gomez, T.E. Cousins, P.J. Barr, C. Roberts-Wollmann. (2009). Long Term Bridge Performance Program; Bridge Monitoring: Instrumentation. Washington, D.C. January 2009. (Oral Presentation)
3 Porter, S.D., M.W. Halling, and P.J. Barr (2009). Comparisons of Precast Panel
Connections for Accelerated Bridge Construction, TRB Dynamics and Field Testing of Bridges Committee (AFF40), Washington D. C. January 2009. (Oral Presentation)
2 Boone, S., P.J. Barr, J.A. Bay, and M.W. Halling (2008). Seismic Wave Measurements
in Pre-Stressed Concrete Girders using Embedded Sources and Receivers. TRB Dynamics and Field Testing of Bridges Committee (AFF40), Washington D. C. January 2008. (Oral Presentation)
1 Halling, M.W., and P. J. Barr (2007). Dynamic Bridge Properties Determined by
Forced and Ambient Vibration Techniques. TRB Dynamics and Field Testing of Bridges Committee (AFF40), Washington D. C. January 2007. (Oral Presentation)
FUNDED RESEARCH EXPERIENCE
Investigators Proposal Title Funding Agency
Start & End
Dates Total
Funding Individual Funding
Barr Research Expenditures
Student Years
Barr UTC/MPC-Optimal Deployment of Wireless Charging Facilities for an Electric Bus System
USDOT July 16-Dec 17 55,965 1.5
Barr UTC/MPC-Prestress Losses and Development of Short-Term Data Acquisition System for Bridge Monitoring
USDOT May 16-July 18 110,071 110,071 2
Barr UTC MPC USDOT Sept 15- Dec 17 257,070 86,102 8,000 2
Barr and Halling UTC National Center USDOT Apr 14-
Collaborative Efforts: Feasibility of Bridge Structural Health Monitoring, Big Data: Opportunities and Challenges in Asset Management, Analyzing Asset Management Data Using Data and Text Mining
Halling and Barr Long Term Bridge Monitoring Program FHWA Sept 12
– Oct 13 150,000 75,000 59,017 3
Barr, Halling Effect of Temperature and Forensic Post Tensioned Girders
State Appropri
ations
July 13 – Sept 14 40,000 20,000 0 1
Barr, Halling, Heaslip UTC Tier 1 Center (Years 1 &2) USDOT Apr 11 –
Sept 14 600,000 385,000 170,000 4
Heaslip, Barr UTC Regional Center (Years 1 & 2) USDOT Apr 11 – Oct 14 487,000 50,000 50,000 2
Barr Forensic Testing of Prestressed Girders State
Appropriations
May 12 – Dec 13 50,000 50,000 28,044 1
Halling, Barr Long Term Bridge Monitoring Program FHWA May 11 – April
12 590493 295,246 295,246 4
Barr, Halling Develop Design Guidelines for Integral Abutment Bridges UDOT
June 11 – June
13 50,000 25,000 25,000 2
Barr Long Term Bridge Performance Program State May 10 88,911 88,911 88,911 2
Investigators Proposal Title Funding Agency
Start & End
Dates Total
Funding Individual Funding
Barr Research Expenditures
Student Years
(Year 3) Appropriations
– June 11
Halling, Barr and Womack
Long-Term Bridge Monitoring Program (Year 3) FHWA
May 10 – April
11 914,309 411,439 411,439 4
Halling, Barr Long Term Bridge Performance Program (Year 2) UTC
May 09 – June
10 99,542 49,771 49,771 2
Halling, Barr and Womack
Long-Term Bridge Monitoring Program (Year 2) FHWA
May 09 – April
10 839,483 377,767 377,767 4
Halling, Barr Long Term Bridge Performance Program (Year 1) UTC
May 08 – June
10 240,500 120,250 120,250 4
Halling, Barr and Womack
Long-Term Bridge Monitoring Program (Year 1) FHWA
April 08 – May -
09 470,841 200,628 200,628 14
Halling and Barr
Evaluation and Laboratory Testing of Precast Decks for ABC Construction
UDOT/ UTC
May 08 – June
10 172,367 86,183 86,183 2
Barr, Halling Corrosion Monitoring of UDOT Bridges UDOT/ UTC
April 07 – May
11 200,174 100,087 100,087 4
Barr, Halling UDOTs Calibration of AASHTO’s New Prestress Loss Design Equations
UDOT/ UTC
Jan 07 –May 08
93,841.40 46,920 46,920 2
Halling, Barr and Barlett
Strong Motion Instrumentation Plan for UDOT Bridges: Array Design, Typical Details, and Specifications
UDOT/ UTC
March 07 –
April 09 62,452 26,333 26,333 2
Barr Feasibility of Using High-Strength Steel and MMFX Rebar in Bridge Design UDOT July 06 –
July 08 40,597 40,596 40,596 2
Barr and Halling
Investigation of Improvement of Deck Concrete Mix Design and Curing Practice UDOT July 05 –
July 08 70,972 34,486.40 34,486 2
Barr Nondestructive Evaluation of Residual Prestress Force in Bridge Girders
FHWA/UDOT
May 05 – May
08 173,285 173,285 173,285 4
Barr Nondestructive Evaluation of Residual Prestress Force in Bridge Girders USU July 04 10,000 10,000 10,000 1
Barr Experimental and Analytical Investigation of Shear Distribution for Bridges FHWA July 01 –
July 03 67,500 67,500 67,500 2
Halling and Barr
Structural Health Monitoring of New Structures on the I-15 Corridor Phase IV
FHWA/UDOT
July 04 – July 08 143,440 71,720 71,720 4
TECHNICAL REPORTS (Student Advisees of Barr in Italic)
15 Barr, P.J., Halling, M.W., Huffaker, C. and Boyle, H. “Behavior and Analysis of an Integral Abutment Bridge.” Utah Department of Transportation (Report No. UT 12.13). 2013.
14 Barr, P.J, Halling, M.W., Petty, D. and Osborn, P. "Shear Capacity of in
Service Presetressed Concrete Bridge Girders." Utah Department of Transportation (Report No. UT-10.09) 2010.
13 Barr, P.J., Wixom, K. “Feasibility of Using High Strength Steel and MMFX
Rebar in Bridge Design.” Utah Department of Transportation (Report No. UT-09.09). 2009.
12 Barr, P.J., Halling, M.W., Boone, S.D., Bailey, J., Toca, R., Angomas, F.
“Structural Concrete Design and Curing Investigation.” Utah Department of Transportation (Report No. UT-09.14). 2009.
11 Barr, P.J., Halling, M.W., Boone, S.D., Toca, R., Angomas, F. “UDOTs
Calibration of AASHTO’s New Prestress Loss Design Equations.” Utah Department of Transportation (Report No. UT-09.10). 2010.
10 Halling, M.W., Barr, P.J., Stuart, J., Hansen, Z. and Hsieh, K.H. “Structural
Health Monitoring of New Structures on the I-15 Corridor, Phase IV.” Utah Department of Transportation (Report No. UT-08.14). 2008.
9 Halling, M.W., Barr, P.J., Bay, J.A., Hseih, K.H., Hales, M., Dye, T., Esplin, R.,
Thurgood, T. and Ball, A. “Dynamics Characteristics of New Bridges I-15 Research, Phase III: Testing and Modling of the I-15 Flyover, C-846: Vine Street Overpass, C-814; and Cherry Hill, C-123 Bridges,” Utah Department of Transportation (UDOT Report No. UT-02.18). 2002.
System for Monitoring Deflections.” Department of Civil Engineering, Structural and Geotechnical Engineering and Mechanics Report SGEM 02-01, University of Washington, Seattle, January 2002, 87 pp.
5 Barr, P.J., Eberhard, M.O., Stanton, J.F. Khaleghi, B. and Hsieh, J.C., “High Performance Concrete in Washington State SR18/SR516 Overcrossing: Final Report on Girder Monitoring,” Washington State Department of Transportation, Olympia, Washington, December 2000, 150 pp.
Concrete in Washington State SR18/SR516 Overcrossing: Final Report on Materials Tests,” Washington State Department of Transportation, Olympia, Washington, December 2000, 81 pp.
3 Barr, P.J., Stanton, J.F. and Eberhard, M.O., “Live Load Distribution Factors
for Washington State SR18/SR516 Overcrossing,” Washington State Department of Transportation WA-RD 477.1, Olympia, Washington, January 2000, 75 pp.
2 Barr, P.J., Fekete, E., Eberhard, M.O., Stanton, J.F. Khaleghi, B. and Hsieh,
J.C., “High Performance Concrete in Washington State SR18/SR516 Overcrossing: Interim report on Girder Monitoring,” Washington State Department of Transportation, Olympia, Washington, March 1998, 131 pp.
1 Fekete, E., Barr, P.J., Stanton, J.F., Eberhard, M.O., and Janssen, D., “High
Performance Concrete in Washington State SR18/SR516 Overcrossing: Interim Report on Materials Tests,” Washington State Department of Transportation, Olympia, Washington, March 1998, 71 pp.
SCHOLARLY PRESENTATIONS
15 Hsieh, K.H., Halling, M.W. and Barr, P.J. “Structural Damage Detection Using
Changes in Stiffness Properties with Modal Update Technologies.” SHMII-3 Conference, Vancouver, Canada, November, 2007.
14 Kukay, B., Barr, P.J. and Halling, M.W., “A Comparison of Time Dependent
Prestress Losses in a Two-Span, Prestressed Concrete Bridge.” Proceedings ASCE Structures Congress, Long Beach, CA. May, 2007.
13 Hsieh, K.H., M.W. Halling, and P.J. Barr. “Comparisons of Excitation Sources
for Use in Structural Health Monitoring,” Proceedings of the Fourth World Conference on Structural Control and Monitoring, San Diego, CA July 2006.
12 Thurgood, T., Halling, M.W. and Barr, P.J., “Structural Health Monitoring of
the Cherry Hill Bridge.” Proceedings ASCE Structures Congress, St. Louis, MI. May, 2006 (Poster Session).
11 Mertlich, T. B., Halling, M. W. and Barr, P. J. “Dynamic Analysis of a Three
Span Curved-Girder Bridge with Varying Boundary Conditions.” Proceedings
8th US National Conference on Earthquake Engineering, San Francisco, CA. April, 2006 (Poster Session).
10 “Dynamic Bridge Properties Determined by Forced and Ambient Vibration.”
Transportation Research Board 86th Annual Meeting, Washington D.C., January 2006
9 “Overview of System Identification and Case Studies using Vibrational
Techniques” ASCE Structures Congress, New York, New York 2005. 8 “Diagnostic Load Testing of a Continuous, Curved Steel Girder Highway
Bridge.” Proceedings Second International Conference on Bridge Safety, Maintenance and Management, Kyoto, Japan, October, 2004.
7 “Health Monitoring of Bridges on I-15 in Utah.” Proceedings, The 4th
International Workshop on Structural Control, New York, New York, June 2004.
6 “Non-Destructive Evaluation of Bridges for Shear and Moment,”
Transportation Research Board 82nd Annual Meeting, Washington, D. C., January 2003.
5 “Improved Load Rating of a Prestressed Concrete Bridge for Permitting
Purposes.” Annual Transportation Research Board, Washington, D.C., January 2003. (Presented by Jauregui)
4 “Comparison of Prestress Losses in the SR18/SR516 Precast Prestressed High
Performance Concrete Bridge,” PCI Annual Convention, Nashville, Tennessee, October 2002.
3 “Live-Load Distribution Factors for the SR18/SR516 Overcrossing,”
Washington Department of Transportation, Olympia Washington, October 2000.
2 “Behavior of High-Strength HPC Bridge Girders,” ACI Spring Convention,
Chicago Illinois, March 1999. 1 “Instrumentation, Monitoring and Evaluation of HPC Girders”, SHARP High
Performance Concrete Bridge Showcase, Bellevue, Washington, August 1997.
TEACHING AWARDS AND HONORS Award Title Award Description Date
Engineering Educator of the Year Award given by the Structural Engineers Association of Utah to one faculty member in the State of Utah 2012
Outstanding Teacher for the Department of Civil and Environmental Engineering, Utah State University
This award is voted on by the students in Civil Engineering. It is awarded to one of the 23 faculty members per year. 2012
Outstanding Teacher for the Department of Civil and Environmental Engineering, Utah State University
This award is voted on by the students in Civil Engineering. It is awarded to one of the 23 faculty members per year. 2010
Outstanding Advisor for the Department of Civil and Environmental Engineering, Utah State University
This award is voted on by the students in Civil Engineering. It is awarded to one of the 23 faculty members per year. 2009
Outstanding Advisor for the Department of Civil and Environmental Engineering, Utah State University
This award is voted on by the students in Civil Engineering. It is awarded to one of the 23 faculty members per year. 2008
Outstanding Teacher for the Department of Civil and Environmental Engineering, Utah State University
This award is voted on by the students in Civil Engineering. It is awarded to one of the 23 faculty members per year. 2007
Outstanding Teacher for the Department of Civil and Environmental Engineering, Utah State University
This award is voted on by the students in Civil Engineering. It is awarded to one of the 23 faculty members per year. 2005
Outstanding Teacher for the Department of Civil and Environmental Engineering, Utah State University
This award is voted on by the students in Civil Engineering. It is awarded to one of the 23 faculty members per year. 2004
Outstanding Advisor for the Department of Civil and Environmental Engineering, Utah State University
This award is voted on by the students in Civil Engineering. It is awarded to one of the 23 faculty members per year. 2004
Professor of the Year for the Department of Civil and Geological Engineering, New Mexico State University
This award is voted on by the students in Civil Engineering. It is awarded to one of the 13 faculty members per year. 2003
Licensed Professional Engineer 1.5 Years 2012-present
SHORT COURSES AND OTHER EDUCATIONAL PROGRAMS
Bridge Inspection Training School. January 7-18, 2002. New Mexico State
University. Las Cruces, NM. Taught six 1-hour sessions. “Maintaining Our Nation’s Bridge Inventory: A Short Course on Diagnostic
Bridge Testing.” March 28, 2012. ASCE Structures Congress. Chicago, Illinois.
TEACHING EXPERIENCE
Teacher/course Evaluation
Course Number Title Semester, Credit &
Enrollment Lab New TA
Teaching Evaluations1
Student College Avg.
IE2 OQC3 IE OQC
CEE 6120 Bridge Design F15 3 28 N N N 58 57 50 50
CEE 5010 Matrix Methods F15 3 35 Y N Y 61 63 50 50
CEE 3080 R/C Design I S15 3 61 Y N Y 61 61 50 50
CEE 6140 R/C Design II F14 3 11 N N N 59 60 50 50
CEE 5010 Matrix Methods F14 3 20 Y N N 60 62 50 50
CEE 3080 R/C Design I S14 3 71 Y N Y 59 61 50 50
CEE 6120 Bridge Design F13 3 24 N N N 60 60 50 50
CEE 5010 Matrix Methods F13 3 16 Y N N 63 60 50 50
CEE 3080 R/C Design I S13 3 46 Y N Y 62 60 50 50
CEE 5010 Matrix Methods F12 3 14 Y N N 63 67 50 50
CEE 6140 R/C Design II F12 3 21 N N N 61 63 50 50
CEE 6120 Bridge Design S12 3 25 N N N 59 63 50 50
CEE 3080 R/C Design I S12 3 53 Y N Y 61 62 50 50
CEE 6140 R/C Design II F11 3 23 N N N 60 62 50 50
CEE 5010 Matrix Methods F11 3 32 Y N Y 63 65 50 50
CEE 6930 Bridge Design S11 3 17 N N N 5.9 5.9 4.8 4.8
CEE 3080 R/C Design I S11 3 55 Y N Y 5.6 5.6 4.8 4.8
CEE 6140 R/C Design II F10 3 23 N N N 5.9 5.7 5 5
CEE 5010 Matrix Methods F10 3 37 Y N Y 5.5 5.5 5 5
CEE 3080 R/C Design I S10 3 62 Y N N 5.8 5.6 4.6 4.7
CEE 6930 Bridge Design F09 3 19 N N N 5.8 5.8 4.8 4.9
CEE 5010 Matrix Methods F09 3 25 Y N Y 5.7 5.3 4.8 4.9
CEE 3080 R/C Design I S09 3 58 Y N Y 5.7 5.5 4.7 4.8
CEE 6930 R/C Design II F08 3 17 N N N 5.6 5.5 4.8 4.8
CEE 5010 Matrix Methods F08 3 37 Y N Y 5.5 5.3 4.8 4.8
CEE 3080 R/C Design I S08 3 69 Y N Y 5.4 5.3 4.7 4.7
CEE 6930 Bridge Design F07 3 19 N N N 5.7 5.6 4.8 4.8
CEE 5010 Matrix Methods F07 3 20 Y N Y 5.7 5.5 4.8 4.8
CEE 3080 R/C Design I S07 3 59 Y N Y 5.8 5.6 4.7 4.7
CEE 5010 Matrix Methods F06 3 17 N N N 5.4 5.4 4.7 4.7
CEE 6930 R/C Design II F06 3 16 N N N 5.6 5.6 4.7 4.7
CEE 3080 R/C Design I S06 3 59 Y N Y 5.6 5.4 4.9 4.8
CEE 5010 Matrix Methods F05 3 30 N N N 5.6 5.4 4.8 4.8
CEE 6930 Bridge Design F05 3 18 N N N 5.1 5.3 4.8 4.8
CEE 3080 R/C Design I S05 3 50 Y N Y 5.6 5.5 4.7 4.7
CEE 5010 Matrix Methods F04 3 26 N N N 5.4 5.3 4.7 4.7
CEE 6930 R/C Design II F04 3 16 N N N 5.9 5.8 4.7 4.7
CEE 3080 R/C Design I S04 3 59 Y Y Y 5.7 5.4 4.7 4.7
CEE 5010 Matrix Methods F03 3 37 N Y N 5.5 5.4 4.5 4.5
CEE 6930 Bridge Design F03 3 18 N N N 5.6 5.5 4.5 4.5
CAGE 233 Statics Sum03 3 13 N N Y -4 --- --- ---
CAGE 444 Wood/ Masonry S03 3 31 N Y Y --- --- --- ---
CAGE 571 Struct. Dynamics S03 3 10 N N N --- --- --- ---
CAGE 545 R/C Design II F02 3 9 N N N -- 3.76 --- 3.23
CAGE 233 Statics F02 3 36 N N Y --- 3.68 --- 3.23
CAGE 233 Statics Sum02 3 13 N N Y -- --- --- ---
CAGE 233 Statics S02 3 36 N N Y --- 3.54 --- 3.19
CAGE 515 Finite-Element S02 3 8 N Y N --- 3.8 --- 3.19
CAGE 233 Statics F01 3 52 N N Y --- 3.66 --- 3.2
CAGE 571 Struct. Dynamics F01 3 6 N Y N --- 3.95 --- 3.2
CAGE 233 Statics S01 3 7 N Y Y --- 3.75 --- 3.05
CAGE 545 R/C Design II S01 3 10 N Y N --- 3.91 --- 3.05
1 Copies of all student and peer evaluations (including comments) can be provided if requested. 2 The average “instructor effectiveness-mean score” from the student evaluation summary. 3 The average “overall quality of course-mean score” from the student evaluation summary. 4 Class evaluations were not taken at NMSU for the summer classes. 5 At NMSU classes were evaluated on a 4.0 scale with only a course evaluation provided. Note in Fall 2011, USU switched to the IDEA evaluation system. The comparisons provided are for the Discipline option which is all engineering classes (including other universities). For this system a score of 50 is average. Anything above a 55 is in the upper 30% and anything about 62 is in the upper 10%. CHAIRED GRADUATE DEGREES PhD Students (3 Completed) Title: Dissertation/Thesis Cook Wesley 2014 Probabilistic Bridge Failure Analysis Kukay Brian 2008 Bridge Instrumentation and the Development
of Nondestructive and Destructive Techniques Boone Shane 2008 A Collection of New Studies Using Existing
and Proposed Techniques and Instrumentation for Nondestructive Testing and Analysis of Concrete Materials and Structures
MS Plan A (Thesis Option) Students (1 current, 20 Completed)
Title: Dissertation/Thesis
Powelson Phillip 2016 Morrill Jake 2016 Pettigrew Christopher 2015 Shear, Flexural, and Punching Shear
Capacity of Three 48-Year Old Prestressed Lightweight Concrete Double Tee Bridge Girders
Rojas Lopez Edyson 2014 Uniform Temperature Predictions and Temperature Gradient Effects on I-Girder and Box Girder Concrete Bridges
Lo Louis 2014 Shear and Flexural Capacity of Four 50-Year-Old Post-Tensioned Concrete Bridge Girders
Fausett Robert 2014 Live-Load Test and Finite-Element Analysis of an Integral Abutment Concrete Girder Bridge
Higgs Arek 2013 Shear and Flexural Capacity of High Strength Prestressed Concrete Bridge Girders
Huffaker Conner 2013 Behavior and Analysis of an Integral Abutment Bridge
James Patrick 2012 Finite Element Modeling of Full Depth
Precast Concrete Bridge Deck Connections in Bending and Shear
Rodriguez Leo 2012 Temperature Effects on Integral Abutment Bridges for the Long-Term Performance Program
Wells Zane 2012 Performance of Post-Tensioned Curved Strands Connections in Transverse Joints of Precast Bridge Decks
Hodson Dereck 2011 Live Load Test and Finite Element Model Analysis of a Box Girder Bridge for the Long Term Bridge Performance Program
Laurendeau Matt 2011 Live-Load Testing and Finite-element Analysis of a Steel Cantilevered Deck Arched Pratt Truss Bridge for the Long-Term Bridge Performance Program
Brakus Travis 2010 Destructive Testing and Finite-Element Modeling of Full-Scale Bridge Sections Containing Precast Deck Panels
Cook Wes 2010 Destructive Testing of Composite Precast Concrete Deck Panels and Built-Up Steel Plate Girders
Osborn Parry 2010 Ultimate Shear Capacity and Residual Prestress Force of Full Scale, Forty One Year Old Prestressed Concrete Girders
Petty David 2010 Full-Scale Testing of 40-Year Old Prestressed AASHTO Girders that have been Retroffitted in Shear by Externally Applied Carbon Fiber Reinforced Polymer Wraps
Pockels Leonardo 2009 Live Load Test and Computer Modeling of a Precast Concrete Deck Steel Girder Bridge and a Cast-In-Place Concrete Box Girder
Angomas Franklin 2009 Behavior of Prestressed Concrete Bridge Girders
Seeley Russell 2005 Nondestructive Analysis of concrete through Dynamic Testing
Yanadori Naoki 2004 Static and Dynamic Behavior of a Continuous Steel I-Girder Bridge
Najera Ben 2003 Nondestructive Evaluation of the I-40 Bridge Over the Rio Grande River
Amin Mohammad 2002 Live Load Distribution Factors for I-Girder Bridges
Kennedy Douglas 2001 MS Plan B (Report) Students (9 Completed)
Title: Dissertation/Thesis
Shields Marc 2012 Concrete Design for Traffic Application Brown Bradley 2009 Drilled Shaft Capacities Under Axial
Loading Theurer Steven 2007 Joist Girder Uplift Brace Bolted Connection
Test Toca Bonilla Raul 2007 Concrete Bridge Deck Testing for the First
Dam, Sandy and Provo Canyon Bridges Bailey Jeff 2006 Concrete Deck testing for the First Dam
Bridge at the Mouth of Logan Canyon Wixom Kathryn 2006 High Performance Steel in Bridges and a
Comparison of Concrete Deck Designs Carroll Timothy 2005 Ground Motion Analysis of Shallow, High
Shear Wave Velocity Contrasting Theoretical and Salt Lake Valley Sites
Bischoff Todd 2004 Collection of Shear Wave Velocity Data for use in Utah Geological Survey Site-Condition Maps and Database
Thomas Kendrick 2004 Bridge Management Computer Module for Local Agencies
MS Plan C (Coursework) Students (1 Current, 4 Completed) Quezada Villalona Ivan 2014 Maddur Chandra Mohan Achyut 2013 Garcia Villanueva Rafael 2013 Jeldes Colon Wilhem 2013 Avila Cesar 2011 ME Degree (Coursework) Students (3 Current, 29 Completed) Cunningham Bryant 2014 Dimick Tyler 2014 Kendell Todd 2014 Bourne Jake 2013 Marshall David 2013 Owen Nathaniel 2013 Shaffer Timothy 2013 Stanley Travis 2013 Warren Ryan 2013 Zahrn Anthony 2013 Atkinson Christopher 2012 Bennett Kristopher 2012 Coburn Todd 2012 Hageman Michelle 2012 Kitteridge Robert 2012 Lewis Clayton 2012 Peterson Burke 2012 Rowley Nathan 2012 Shakespear Preston 2012 Naser Michael 2011 Hedin Ammon 2011 Walkenhorst Dustin 2010 Ware Trevor 2010
Barnes Dustin 2008 Vaughn Brandon 2008 Porter Nathan 2007 Maughn Benjamin 2007 Parker Craig 2007 Preece Boyde 2007 Clark Christopher 2006 Hizer John 2006 Picket Aaron 2006 SERVICE Campus Service
Committee Dates of Service
Check appropriate boxes Department College University Chair Member
Faculty Senate Executive Committee 2015-present X X
Athletic Committee 2014-present X X
Post Tenure Code Review Committee 2014-present X X
Chari Michael Macfarland Tenure and Promotion Committee
2014-present X X
Chair Jeff Horsburg Tenure and Promotion Committee
2012-present X X
Associate Department Head 2012-present x
Chair of the Undergraduate Curriculum Committee
2010-present X X
Chair of the Safety Committee 2007-present X X
Chair of Dr. Heaslip Tenure and Promotion Committee
2008-present X X
Engineering State Challenge Session 2003- present X X
ABET Assessment Group 2005 - present X
FE Review Sessions 2001 - present X X
Tenure Appeal Committee for Dr. Julie Johnson Fall 2006 X X
Department Computer Committee 2004 – present X
Tenure Appeal Committee for Dr. Tom Grigges Fall 2006 X X
Engineering Senator 2005- 2006 X X Department Academic Honesty Committee 2006 - 2008 X X
ASCE Steel Bridge and Canoe advisor 2003-present X
Senior Design Advisor (2 to 3 groups per year)
2003-present X
Dean Search Committee 2003 X Chief advisor for Tau Beta Pi 2002-2003 X X
Committee Dates of Service
Check appropriate boxes Department College University Chair Member
Grade appeal committee for Desadee Sarangarm 2002 X X
Grade appeal committee for Hannah Murray 2002 X X Grade appeal committee for Priscilla Bustamonte 2002 X X
Grade appeal committee for Eric Behrens 2001 X Professional Service
Description Dates of Service
Transportation Research Board Concrete Bridge Committee 2011 - present