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Short-Term Skid Improvements by Light Texturing with a Milling Machine

CITE Title : Short-Term Skid Improvements by Light Texturing with a Milling Machine Creator(s) : Gao, Lu;Smit, Andre de Fortier;Prozzi, Jorge Alberto;Buddhavarapu, Prasad;Murphy, Mike;Song, Lingguang; Corporate Creator(s) : University of Houston. Department of Civil and Environmental Engineering Corporate Contributor(s) : Texas. Dept. of Transportation. Research and Technology;United States. Department of Transportation. Federal Highway Administration; Published Date : 2020-06-01 Report Number : FHWA/TX-20/0-6752-1, 0-6752-1 URL : /view/dot/56090 "Short-Term Skid Improvements by" (2020). "Short-Term Skid Improvements by Light Texturing with a Milling Machine" (2020) "Short-Term Skid Improvements by Light Texturing with a Milling Machine" , 2020 Export RIS Citation Information.

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Gao, Lu ;

Smit, Andre de Fortier

2020-06-01

:

Skid problems on roads can result from flushing and bleeding where excessive road-mix binder can accumulate on a road’s surface as well as general w...
Initial Investigation of Performance of Skewed Reinforcing in Inverted-T Bridge Caps

CITE Title : Initial Investigation of Performance of Skewed Reinforcing in Inverted-T Bridge Caps Creator(s) : Roy, Satya Sapath;Sawab, Jamshaid;Zhou, Tianmin;Mo, Y L;Hsu, Thomas T C; Corporate Creator(s) : University of Houston. Department of Civil and Environmental Engineering Corporate Contributor(s) : Texas. Dept. of Transportation. Research and Technology;United States. Department of Transportation. Federal Highway Administration; Published Date : 2021-05-01 Report Number : FHWA/TX-21/0-6905-R1A, 0-6905-R1A URL : /view/dot/59900 "Initial Investigation of Performance" (2021). "Initial Investigation of Performance of Skewed Reinforcing in Inverted-T Bridge Caps" (2021) "Initial Investigation of Performance of Skewed Reinforcing in Inverted-T Bridge Caps" , 2021 Export RIS Citation Information.

:

Roy, Satya Sapath ;

Sawab, Jamshaid

2021-05-01

:

Many reinforced concrete inverted-T bridge caps (ITBCs) are skew when two roads are not aligned perpendicularly and exceed the angle of 45 degrees bas...
Fatigue failure and cracking in high mast poles.

CITE Title : Fatigue failure and cracking in high mast poles. Creator(s) : Goyal, Raka;Dhonde, Hemant B.;Dawood, Mina; Corporate Creator(s) : University of Houston. Department of Civil and Environmental Engineering Corporate Contributor(s) : Texas. Dept. of Transportation. Research and Technology Implementation Office;United States. Federal Highway Administration; Published Date : 2012-03-01 Report Number : FHWA/TX-12/0-6650-1;0-6650-1; URL : /view/dot/24201 "Fatigue failure and cracking" (2012). "Fatigue failure and cracking in high mast poles." (2012) "Fatigue failure and cracking in high mast poles." , 2012 Export RIS Citation Information.

:

Goyal, Raka ;

Dhonde, Hemant B.

2012-03-01

:

This report presents the findings of a comprehensive research project to investigate the fatiguecracking and failure of galvanized high mast illuminat...
Shear in high strength concrete bridge girders : technical report.

CITE Title : Shear in high strength concrete bridge girders : technical report. Creator(s) : Labib, Emad L.;Dhonde, Hemant B.;Howser, Rachel;Mo, Y.L.;Hsu, Thomas T.C.;Ayoub, Ashraf; Corporate Creator(s) : University of Houston. Department of Civil and Environmental Engineering Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2013-04-01 Report Number : FHWA/TX-13/0-6152-2 URL : /view/dot/25885 "Shear in high strength" (2013). "Shear in high strength concrete bridge girders : technical report." (2013) "Shear in high strength concrete bridge girders : technical report." , 2013 Export RIS Citation Information.

:

Labib, Emad L. ;

Dhonde, Hemant B.

2013-04-01

:

Prestressed Concrete (PC) I-girders are used extensively as the primary superstructure components in Texas highway bridges.A simple semi-empirical equ...
Prediction of embankment settlement over soft soils.

CITE Title : Prediction of embankment settlement over soft soils. Creator(s) : Vipulanandan, Cumaraswamy;Bilgin, O.;Y Jeannot Ahossin Guezo;Vembu, K.;and Erten, M. B.; Corporate Creator(s) : Center for Innovative Grouting Materials and Technology;University of Houston. Department of Civil and Environmental Engineering; Corporate Contributor(s) : Texas. Dept. of Transportation. Research and Technology Implementation Office;United States. Federal Highway Administration; Published Date : 2009-06-01 Report Number : FHWA/TX-09/0-5530-1 URL : /view/dot/16765 "Prediction of embankment settlement" (2009). "Prediction of embankment settlement over soft soils." (2009) "Prediction of embankment settlement over soft soils." , 2009 Export RIS Citation Information.

:

Vipulanandan, Cumaraswamy ;

Bilgin, O.

2009-06-01

:

The objective of this project was to review and verify the current design procedures used by TxDOTto estimate the total and rate of consolidation sett...
Steel fiber replacement of mild steel in prestressed concrete beams.

CITE Title : Steel fiber replacement of mild steel in prestressed concrete beams. Creator(s) : Tadepalli, Padmanabha Rao;Hoffman, Norman;Hsu, Thomas T. C.;Mo, Y. L.; Corporate Creator(s) : University of Houston. Department of Civil and Environmental Engineering Published Date : 2011-01-01 Report Number : FHWA/TX-09/0-5255-2 URL : /view/dot/18613 "Steel fiber replacement of" (2011). "Steel fiber replacement of mild steel in prestressed concrete beams." (2011) "Steel fiber replacement of mild steel in prestressed concrete beams." , 2011 Export RIS Citation Information.

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Tadepalli, Padmanabha Rao ;

Hoffman, Norman

2011-01-01

:

In traditional prestressed concrete beams, longitudinal prestressed tendons serve to resist bending moment and transverse mildsteel bars (or stirrups)...
Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas

CITE Title : Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas Creator(s) : Joshi, Bhagirath;Ramaswamy, Nagesh;Shrestha, Priyanka;Wang, Jiaji;Shan, Xiaonan;Mo, Y.L.;Hsu, Thomas T.C.; Corporate Creator(s) : University of Houston. Department of Civil and Environmental Engineering Corporate Contributor(s) : Texas. Dept. of Transportation. Research and Technology Implementation Office;United States. Department of Transportation. Federal Highway Administration; Published Date : 2023-08-01 Report Number : FHWA/TX-24/0-6905-01-R1 URL : /view/dot/79723 "Performance of Skew Reinforcing" (2023). "Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas" (2023) "Performance of Skew Reinforcing in Inverted-T Bridge Caps of Donigan Road Bridge, Katy, Texas" , 2023 Export RIS Citation Information.

:

Joshi, Bhagirath ;

Ramaswamy, Nagesh

2023-08-01

:

Reinforced concrete inverted-T bridge caps (ITBCs) have been widely used in Texas and the United States bridges. They are aesthetically pleasing, offe...
Performance of Skewed Reinforcing in Inverted-T Bridge Caps [Project Summary Report]

CITE Title : Performance of Skewed Reinforcing in Inverted-T Bridge Caps [Project Summary Report] Creator(s) : Mo, Y.L.;Joshi, Bhagirath;Ramaswamy, Nagesh;Shrestha, Priyanka;Wang, Jiaji;Shan, Xiaonan;Hsu, Thomas T.C.; Corporate Creator(s) : University of Houston. Department of Civil and Environmental Engineering Corporate Contributor(s) : Texas. Dept. of Transportation. Research and Technology Implementation Office;United States. Department of Transportation. Federal Highway Administration; Published Date : 2023-08-31 Report Number : 0-6905-01 URL : /view/dot/79724 "Performance of Skewed Reinforcing" (2023). "Performance of Skewed Reinforcing in Inverted-T Bridge Caps [Project Summary Report]" (2023) "Performance of Skewed Reinforcing in Inverted-T Bridge Caps [Project Summary Report]" , 2023 Export RIS Citation Information.

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Mo, Y.L. ;

Joshi, Bhagirath

2023-08-31

:

In this research, two significant ITBCs are selected to investigate the structural performance of skew reinforcing. The global models for ITBC 2 (skew...