paul j. barr, ph.d., p.e. - utah state university · paul j. barr, ph.d., p.e. professor and...

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.

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)

26 Barr, P.J., Hodson, D.J., Petroff, S.M., Thurgood, T.P. and Halling, M.W.

“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)

22 Osborn, G.P., Barr, P.J., Petty, D.A., Halling, M.W. and Brackus, T.R.

“Residual Prestress Forces and Shear Capacity of Salvaged Prestress Concrete Bridge Girders.” ASCE Journal of Bridge Engineering. March/April 2012. Pp. 302-309. (DOI: 10.1061/(ASCE)BE.1943-5592.0000212)

21 Boone, S.D., Barr, P.J., Bay, J.A., and Halling, M.W. “Development of a

Nondestructive Impulse Device and Damage Model for Unreinforced Concrete.” Journal of Sensors. 2012. (DOI: 10.1155/2012/693082).

20 Petty, D.A., Barr, P.J., Osborn, G.P., Halling, M.W. and Brackus, T.R.

“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)

16 Kukay, B., Barr, P.J., Halling, M.W. “Prestress Losses in High-Performance

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))

10 Barr, P.J., Yanadori, N., Halling, M.W., and Womack , K.C., “Live-Load

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))

4 Stanton, J.F., Eberhard, M.O. and Barr, P.J., “A Weighted Stretched Wire

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.

35 Petroff, S.M., Halling, M.W., Barr, P.J., Cornelson, S.S. and Madsen, D.A.

“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.

29 Xing, S., Halling, M.W. Meng, Q. and Barr, P.J. "Structural Pounding

Identification by using Wavelet Scalogram." Proceedings of the 8th International Conference on Structral Dynamics, EURODYN. Leuven, Belgium July 2011.

28 Xing, S., Halling, M.W. and Barr, P.J. “Delamination Detection in Concrete

Plates using Output-Only Vibration Measurements.” Proceedings of the International Modal Analysis Conference. Jacksonville, Florida. January 2011.

27 Petroff, S.M., Halling, M.W. and Barr, P.J. “Monitoring of Long Term Bridge

Performance (LTBP) Program Bridges.” ASCE Structures Congress. Las Vegas, NV April 2011.

26 Kukay, B., Barr, P.J., Halling, M.W. and Womack, K.C. “Determination of

the Residual Prestress Force of In-Service Girders using Non-Destructive Testing.” ASCE Structures Congress. Orlando, FL. May 2010.

25 Xing, S., Halling, M.W. and Barr, P.J. “Delamination Detection and Location

in Concrete Deck by Modal Identification.” ASCE Structures Congress. Orlando, FL. May 2010.

24 Boone, S.D., Barr, P.J. and Halling, M.W. “A Comparison of Prestress Losses

in a Prestressed Concrete Bridge Made with High Performance Self Consolidating Concrete.” ASCE Structures Congress. Orlando, FL. May 2010.

23 Petroff, S., Thurgood, T., Halling, M.W. and Barr, P.J. “Long-Term

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.

19 Xing, S., Halling, M.W., Barr, P.J. and Meng, Q. “Ambient Vibration

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

Boundary Conditions on Bridge Response.” 24th US-Japan Bridge Engineering Workshop. Minneapolis, Minnesota. Sept. 2008.

16 Halling, M.W., Xing, S., Barr, P.J. and Hansen, Z. “Changes in Modal

Frequencies of a Highway Bridge.” Sixth National Seismic Conference on Bridges and Highways. Charleston, South Carolina. June 2008.

15 Halling, M.W., Hansen, Z., Barr, P.J. and Marchant, D. “Utilization of Strong

Motion Accelerometers for Real Time Monitoring of Structural Properties. ASCE Structures Congress. Vancouver, British Columbia. May 2008.

14 Boone, S., Barr, P.J., Bay, J.A., Halling, M.W. “Nondestructive Analysis of a

Concrete Tunnel Model Using a Combined Stress Wave Propagation Method.” Transportation Research Board, Washington, D.C., January, 2008.

13 Hsieh, K.H., Halling, M.W. and Barr, P.J. “Structural Damage Detection

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.

7 Halling, M.W., Barr, P.J., Womack, K.C. and Bott, S.P., “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.

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)

8 Johnson, N.R., M.W. Halling, P.J. Barr, S.M. Petroff (2012). Comparison of Bridge

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-

Sept 17 259,252 $66,246 20,000 2

Barr UTC MPC USDOT Apr 14-Spet 17 259,200 50,000 10,000 2

Barr, Halling, Heaslip

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

USDOT July 13 – Sept. 14 156,250 $64,375 64, 375 3

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



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



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.

8 Barr, P.J., MD Nural Amin, Najera, B., “Experimental and Analytical

Investigation of Shear Distribution for Bridges – Final Report.” FHWA Contract Number DTFH61-01-X-00129, May 2003, 104 pp.

7 Jauregui, D.V., Barr, P.J. and White, K.R., “Nondestructive Evaluation of the

I-40 Bridge over the Rio Grande.” New Mexico State Highway and Transportation Department. Santa Fe, New Mexico, July 2002, 28 pp.

6 Stanton, J.F., Eberhard, M.O. and Barr, P.J., “A Weighted Stretched Wire

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.

4 Barr, P.J., Fekete, E., Stanton, J.F., Eberhard, M.O., “High Performance

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 Advisor for the Department of Civil and Environmental Engineering, Utah State University












Professor of the Year for the Department of Civil and Geological Engineering, New Mexico State University


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 6120 Bridge Design F13 3 24 N N N 60 60 50 50





CEE 6120 Bridge Design S12 3 25 N N N 59 63 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 6930 R/C Design II F08 3 17 N N N 5.6 5.5 4.8 4.8






CEE 5010 Matrix Methods F06 3 17 N N N 5.4 5.4 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


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

ASCE Seismic Effects Committee (Secretary 2008-2011) 2005 - present

ASCE Structural Identification Committee 2011-present

ASCE Methods of Monitoring Structural Performance Committee 2009-present

PCI Committee on Bridges 2004 - 2010

SEI Committee on Structural Identification of Constructed Systems 2006 - present

PCI Prestress Loss Committee 2004 - 2010

Reviewed approximately 2 to 3 papers per year for ASCE 2001-present

Reviewed approximately 2 papers per year for TRB 2001-present

Reviewed Approximately 5 papers for PCI 2001-present

Chair Emerging Issues in Bridge Engineering TRB 2012 PCI Technical Committee for PCI Conference 2007 2007

paul j. barr, ph.d., p.e. - utah state university · paul j. barr, ph.d., p.e. professor and...

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