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Use of fiber reinforced polymer composite cable for post-tensioning application : [summary].

CITE Title : Use of fiber reinforced polymer composite cable for post-tensioning application : [summary]. Creator(s) : Mirmiran, Amir Corporate Creator(s) : Florida International University Published Date : 2015-05-01 Report Number : BDV29-977-10 URL : /view/dot/29193 "Use of fiber reinforced" (2015). "Use of fiber reinforced polymer composite cable for post-tensioning application : [summary]." (2015) "Use of fiber reinforced polymer composite cable for post-tensioning application : [summary]." , 2015 Export RIS Citation Information.

:

Mirmiran, Amir

2015-05-01

:

Post-tensioning is a method frequently used in construction of segmental bridges, continuousI-girder bridges, and piers. It involves using tendons, wh...
Validation and Refinement of a Novel Deicing System for Stay Cables

CITE Title : Validation and Refinement of a Novel Deicing System for Stay Cables Creator(s) : Mott, Shane;Moon, Franklin;Basily, Basily; Corporate Creator(s) : Rutgers University. Center for Advanced Infrastructure and Transportation;SHAKEY Deicing, LLC; Corporate Contributor(s) : United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology;United States. Department of Transportation. University Transportation Centers (UTC) Program;United States. Department of Transportation. Federal Highway Administration; Contributor(s) : Carney, Carson Published Date : 2020-02-01 Report Number : CAIT-UTC-NC55 URL : /view/dot/64583 "Validation and Refinement of" (2020). "Validation and Refinement of a Novel Deicing System for Stay Cables" (2020) "Validation and Refinement of a Novel Deicing System for Stay Cables" , 2020 Export RIS Citation Information.

:

Mott, Shane ;

Moon, Franklin

2020-02-01

:

Ice accumulating on the stay cable sheaths of cable-stayed bridges and falling to the roadway below has become a growing concern due to the traffic di...
Development of Advanced Finite Element Material Models for Cable Barrier Wire Rope

CITE Title : Development of Advanced Finite Element Material Models for Cable Barrier Wire Rope Creator(s) : Reid, John D.;Lechtenberg, Karla A.;Stolle, Cody S.; Corporate Creator(s) : Nebraska Transportation Center;University of Nebraska--Lincoln; Corporate Contributor(s) : Midwest Roadside Safety Facility;Mid-America Transportation Center;United States. Dept. of Transportation. Research and Innovative Technology Administration; Published Date : 2010-08-02 Report Number : TRP-03-233-10;MATC-UNL: 220; URL : /view/dot/39715 "Development of Advanced Finite" (2010). "Development of Advanced Finite Element Material Models for Cable Barrier Wire Rope" (2010) "Development of Advanced Finite Element Material Models for Cable Barrier Wire Rope" , 2010 Export RIS Citation Information.

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Reid, John D. ;

Lechtenberg, Karla A.

2010-08-02

:

An improved LS-DYNA model of ¾-in. (19-mm) diameter 3x7 wire rope commonly used in roadside cable guardrail installations has been developed. A Belyt...
Guidance for Site Selection, Safety Effectiveness Evaluation, and Crash Modification Factors of Median Cable Barriers in Tennessee

CITE Title : Guidance for Site Selection, Safety Effectiveness Evaluation, and Crash Modification Factors of Median Cable Barriers in Tennessee Creator(s) : Chimba, Deo Corporate Creator(s) : Tennessee State University Corporate Contributor(s) : Tennessee. Department of Transportation;United States. Department of Transportation. Federal Highway Administration; Published Date : 2017-10-01 Report Number : TDOT PROJECT # RES2013-28 URL : /view/dot/55040 "Guidance for Site Selection," (2017). "Guidance for Site Selection, Safety Effectiveness Evaluation, and Crash Modification Factors of Median Cable Barriers in Tennessee" (2017) "Guidance for Site Selection, Safety Effectiveness Evaluation, and Crash Modification Factors of Median Cable Barriers in Tennessee" , 2017 Export RIS Citation Information.

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Chimba, Deo

2017-10-01

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This project evaluated the median cable barrier safety effectiveness as experienced on Tennessee highways. Apart from descriptive statistics and quest...
High Tension Cable Median Barrier: A Scanning Tour Report

CITE Title : High Tension Cable Median Barrier: A Scanning Tour Report Creator(s) : Medina, Juan C.;Benekohal, R. F.; Corporate Creator(s) : University of Illinois at Urbana-Champaign. Department of Civil and Environmental Engineering Corporate Contributor(s) : United States. Federal Highway Administration. Accelerating Safety Activities Program;Illinois. Dept. of Transportation; Published Date : 2006-01-31 Report Number : UILU-ENG-2006-2002;FHWA-IL/UI-TOL-18; URL : /view/dot/38093 "High Tension Cable Median" (2006). "High Tension Cable Median Barrier: A Scanning Tour Report" (2006) "High Tension Cable Median Barrier: A Scanning Tour Report" , 2006 Export RIS Citation Information.

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Medina, Juan C. ;

Benekohal, R. F.

2006-01-31

:

The Illinois Department of Transportation (DOT) coordinated a scanning tour to identify effective and efficient approaches of reducing the number and ...
Wind Induced Vibration of Stay Cables: Brief [February 2005]

CITE Title : Wind Induced Vibration of Stay Cables: Brief [February 2005] Creator(s) : Bosch, Harold Corporate Creator(s) : United States. Federal Highway Administration;HNTB Corporation;Buckland & Taylor Ltd.;Rowan, Williams, Davies & Irwin Inc.;Johns Hopkins University; Published Date : 2005-02-01 Report Number : RDT 05-004 URL : /view/dot/16144 "Wind Induced Vibration of" (2005). "Wind Induced Vibration of Stay Cables: Brief [February 2005]" (2005) "Wind Induced Vibration of Stay Cables: Brief [February 2005]" , 2005 Export RIS Citation Information.

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Bosch, Harold

2005-02-01

:

The objectives of this project were to:• Identify gaps in current knowledge base• Conduct analytical and experimental research in critical areas�...
I-10 Girder Repair Using Post-Tensioned Steel Rods and Carbon Fiber Composite Cables (CFCC): Research Project Capsule

CITE Title : I-10 Girder Repair Using Post-Tensioned Steel Rods and Carbon Fiber Composite Cables (CFCC): Research Project Capsule Creator(s) : Tsai, Ching Corporate Creator(s) : Louisiana. Dept. of Transportation and Development Published Date : 2013-08-01 Report Number : 13-4ST URL : /view/dot/39787 "I-10 Girder Repair Using" (2013). "I-10 Girder Repair Using Post-Tensioned Steel Rods and Carbon Fiber Composite Cables (CFCC): Research Project Capsule" (2013) "I-10 Girder Repair Using Post-Tensioned Steel Rods and Carbon Fiber Composite Cables (CFCC): Research Project Capsule" , 2013 Export RIS Citation Information.

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Tsai, Ching

2013-08-01

:

The I-10 Littlewood Bridge is a two-bound 250-ft. span prestressed concrete girder bridge. Each bound consists of six prestressed cornet girders. Port...
Safety Effectiveness Evaluation of Median Cable Barriers on Freeways in Ohio

CITE Title : Safety Effectiveness Evaluation of Median Cable Barriers on Freeways in Ohio Creator(s) : Eustace, Deogratias;Almothaffar, Mohammad; Corporate Creator(s) : University of Dayton. Department of Civil and Environmental Engineering and Engineering Mechanics Corporate Contributor(s) : Ohio Department of Transportation Published Date : 2018-12-01 Report Number : FHWA/OH-2018-23 URL : /view/dot/53579 "Safety Effectiveness Evaluation of" (2018). "Safety Effectiveness Evaluation of Median Cable Barriers on Freeways in Ohio" (2018) "Safety Effectiveness Evaluation of Median Cable Barriers on Freeways in Ohio" , 2018 Export RIS Citation Information.

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Eustace, Deogratias ;

Almothaffar, Mohammad

2018-12-01

:

The Ohio Department of Transportation (ODOT) began installing median cable barriers in 2003 along highway medians for all roadways that were narrower ...
MASH TEST NO. 3-10 OF A NON-PROPRIETARY, HIGH-TENSION CABLE MEDIAN BARRIER FOR USE IN 6H:1V V-DITCH (TEST NO. MWP-8)

CITE Title : MASH TEST NO. 3-10 OF A NON-PROPRIETARY, HIGH-TENSION CABLE MEDIAN BARRIER FOR USE IN 6H:1V V-DITCH (TEST NO. MWP-8) Creator(s) : Meyer, Dylan T.;Lechtenberg, Karla A.;Faller, Ronald K.;Bielenberg, Robert W.;Rosenbaugh, Scott K.;Reid, John D.; Corporate Creator(s) : Midwest Roadside Safety Facility Corporate Contributor(s) : Midwest States Pooled Fund Program;United States. Federal Highway Administration; Published Date : 2017-05-10 Report Number : MwRSF Research Report No. TRP-03-331-17 URL : /view/dot/34384 "MASH TEST NO. 3-10" (2017). "MASH TEST NO. 3-10 OF A NON-PROPRIETARY, HIGH-TENSION CABLE MEDIAN BARRIER FOR USE IN 6H:1V V-DITCH (TEST NO. MWP-8)" (2017) "MASH TEST NO. 3-10 OF A NON-PROPRIETARY, HIGH-TENSION CABLE MEDIAN BARRIER FOR USE IN 6H:1V V-DITCH (TEST NO. MWP-8)" , 2017 Export RIS Citation Information.

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Meyer, Dylan T. ;

Lechtenberg, Karla A.

2017-05-10

:

The Midwest States Pooled Fund Program has been developing a prototype design for a non-proprietary, high-tension cable median barrier for use in a 6H...
EVALUATION OF FLOORPAN TEARING AND CABLE SPLICES FOR CABLE BARRIER SYSTEMS

CITE Title : EVALUATION OF FLOORPAN TEARING AND CABLE SPLICES FOR CABLE BARRIER SYSTEMS Creator(s) : Lechtenberg, Karla A.;Hartwell, Jason A.;Faller, Ronald K.;Bielenberg, Robert W.;Rosenbaugh, Scott K.;Holloway, James C.; Corporate Creator(s) : Midwest Roadside Safety Facility Corporate Contributor(s) : Midwest States Pooled Fund Program;United States. Federal Highway Administration; Published Date : 2017-05-26 Report Number : TRP-03-324-17 URL : /view/dot/34383 "EVALUATION OF FLOORPAN TEARING" (2017). "EVALUATION OF FLOORPAN TEARING AND CABLE SPLICES FOR CABLE BARRIER SYSTEMS" (2017) "EVALUATION OF FLOORPAN TEARING AND CABLE SPLICES FOR CABLE BARRIER SYSTEMS" , 2017 Export RIS Citation Information.

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Lechtenberg, Karla A. ;

Hartwell, Jason A.

2017-05-26

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This research effort consisted of two objectives related to components of a prototype cable barrier system. The first objective was to mitigate the po...
In-service evaluation of high tension cable barrier systems.

CITE Title : In-service evaluation of high tension cable barrier systems. Creator(s) : Agent, Ken;Howell, Brian;Jasper, Jeff;Staats, William; Corporate Creator(s) : University of Kentucky Transportation Center Corporate Contributor(s) : Kentucky. Transportation Cabinet Published Date : 2017-04-15 Report Number : KTC-17-17/SPR16-526-1F DOI : https://doi.org/10.13023/KTC.RR.2017.17 "In-service evaluation of high" (2017). https://doi.org/10.13023/KTC.RR.2017.17 "In-service evaluation of high tension cable barrier systems." (2017), https://doi.org/10.13023/KTC.RR.2017.17 "In-service evaluation of high tension cable barrier systems." , 2017, https://doi.org/10.13023/KTC.RR.2017.17 Export RIS Citation Information.

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Agent, Ken ;

Howell, Brian

2017-04-15

:

The Kentucky Transportation Cabinet has installed hundreds of miles of high-tension cable median barrier (CMB) as a safety innovation. The usage of CM...
Optimum cable barrier design and placement for the state of Oklahoma.

CITE Title : Optimum cable barrier design and placement for the state of Oklahoma. Creator(s) : Ramseyer, Chris;Gorman, Pat;Mekker, Michelle; Corporate Creator(s) : University of Oklahoma. School of Civil Engineering and Environmental Science Corporate Contributor(s) : United States. Dept. of Transportation. Research and Innovative Technology Administration Published Date : 2013-01-01 Report Number : OTCREOS10.1-34-F URL : /view/dot/27066 "Optimum cable barrier design" (2013). "Optimum cable barrier design and placement for the state of Oklahoma." (2013) "Optimum cable barrier design and placement for the state of Oklahoma." , 2013 Export RIS Citation Information.

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Ramseyer, Chris ;

Gorman, Pat

2013-01-01

:

This research evaluated the effectiveness of ODOT’s cable barrier program. Site inspections of all known cable barrier systems were conducted.Locati...
Foundation Design for High Tension Cable Guardrails

CITE Title : Foundation Design for High Tension Cable Guardrails Creator(s) : Zhu, Ling;Rohde, John; Corporate Creator(s) : Midwest Roadside Safety Facility Corporate Contributor(s) : United States. Dept. of Transportation. Research and Innovative Technology Administration Published Date : 2010-06-01 Report Number : TRP-03-236-10 URL : /view/dot/26136 "Foundation Design for High" (2010). "Foundation Design for High Tension Cable Guardrails" (2010) "Foundation Design for High Tension Cable Guardrails" , 2010 Export RIS Citation Information.

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Zhu, Ling ;

Rohde, John

2010-06-01

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High tension cable guardrail is becoming increasing popular in median and roadside applications due to the promise of reduced deflections upon impact ...
Cable median barrier failure analysis and prevention.

CITE Title : Cable median barrier failure analysis and prevention. Creator(s) : Stolle, Cody S.;Sicking, Dean L.; Corporate Creator(s) : Midwest Roadside Safety Facility Corporate Contributor(s) : United States. Federal Highway Administration;United States. Dept. of Transportation. Research and Innovative Technology Administration; Published Date : 2012-12-01 Report Number : TRP-03-275-12 URL : /view/dot/25828 "Cable median barrier failure" (2012). "Cable median barrier failure analysis and prevention." (2012) "Cable median barrier failure analysis and prevention." , 2012 Export RIS Citation Information.

:

Stolle, Cody S. ;

Sicking, Dean L.

2012-12-01

:

Cross-median crashes have been identified as one of the highest injury or fatality risk crash types. Although crossmediancrashes account for only 2% t...
Performance Evaluation of Cable Barriers on a 6:1 Sloped Median under MASH TL-3 Conditions

CITE Title : Performance Evaluation of Cable Barriers on a 6:1 Sloped Median under MASH TL-3 Conditions Creator(s) : Fang, Howie;Palta, Emre;Li, Zheng;Fatoki, Oyeboade; Corporate Creator(s) : University of North Carolina at Charlotte. Department of Mechanical Engineering & Engineering Science;University of North Carolina at Charlotte. Department of Civil and Environmental Engineering; Corporate Contributor(s) : North Carolina Department of Transportation. Research and Analysis Group;United States. Department of Transportation. Federal Highway Administration; Published Date : 2019-03-31 Report Number : NCDOT 2017-13 URL : /view/dot/59173 "Performance Evaluation of Cable" (2019). "Performance Evaluation of Cable Barriers on a 6:1 Sloped Median under MASH TL-3 Conditions" (2019) "Performance Evaluation of Cable Barriers on a 6:1 Sloped Median under MASH TL-3 Conditions" , 2019 Export RIS Citation Information.

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Fang, Howie ;

Palta, Emre

2019-03-31

:

In this study, non-linear finite element simulations were conducted to evaluate the performance of the current North Carolina Department of Transporta...
In-Service Performance Evaluation (ISPE) G4 (1S) Type of Strong-Post W-Beam Guardrail System and Cable Median Barrier: [Technical Summary]

CITE Title : In-Service Performance Evaluation (ISPE) G4 (1S) Type of Strong-Post W-Beam Guardrail System and Cable Median Barrier: [Technical Summary] Creator(s) : Gan, Albert Corporate Creator(s) : Florida International University Corporate Contributor(s) : Florida. Dept. of Transportation Published Date : 2012-01-01 Report Number : BDK80 977-19 URL : /view/dot/39784 "In-Service Performance Evaluation (ISPE)" (2012). "In-Service Performance Evaluation (ISPE) G4 (1S) Type of Strong-Post W-Beam Guardrail System and Cable Median Barrier: [Technical Summary]" (2012) "In-Service Performance Evaluation (ISPE) G4 (1S) Type of Strong-Post W-Beam Guardrail System and Cable Median Barrier: [Technical Summary]" , 2012 Export RIS Citation Information.

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Gan, Albert

2012-01-01

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The purpose of guardrail and median cable barrier is to prevent vehicles which leave the roadway from encountering life-threatening hazards, such as s...
Development Length of 0.6-Inch Prestressing Strand in Standard I-Shaped Pretensioned Concrete Beams

CITE Title : Development Length of 0.6-Inch Prestressing Strand in Standard I-Shaped Pretensioned Concrete Beams Creator(s) : Barnes, R. W.;Burns, N. H.;Kreger, M. E.; Corporate Creator(s) : University of Texas at Austin. Center for Transportation Research Corporate Contributor(s) : Texas. Dept. of Transportation;United States. Federal Highway Administration; Published Date : 1999-12-01 Report Number : RR-1388-1 URL : /view/dot/40831 "Development Length of 0.6-Inch" (1999). "Development Length of 0.6-Inch Prestressing Strand in Standard I-Shaped Pretensioned Concrete Beams" (1999) "Development Length of 0.6-Inch Prestressing Strand in Standard I-Shaped Pretensioned Concrete Beams" , 1999 Export RIS Citation Information.

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Barnes, R. W. ;

Burns, N. H.

1999-12-01

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The use of 0.6 in prestressing strand at a center-to-center spacing of 2 in allows for the optimal implementation of High Strength Concrete (HSC) in p...
Investigation of Corrosion Protection Systems for Bridge Stay Cables. Corrosion Protection for Post-Tension Tendons and Cable Stay Systems

CITE Title : Investigation of Corrosion Protection Systems for Bridge Stay Cables. Corrosion Protection for Post-Tension Tendons and Cable Stay Systems Creator(s) : Breen, John E.;Frank, Karl H.;Hamilton, H. R.; Corporate Creator(s) : University of Texas at Austin. Center for Transportation Research Corporate Contributor(s) : Texas. Dept. of Transportation;United States. Federal Highway Administration; Published Date : 1995-11-01 Report Number : 1264-3F URL : /view/dot/42762 "Investigation of Corrosion Protection" (1995). "Investigation of Corrosion Protection Systems for Bridge Stay Cables. Corrosion Protection for Post-Tension Tendons and Cable Stay Systems" (1995) "Investigation of Corrosion Protection Systems for Bridge Stay Cables. Corrosion Protection for Post-Tension Tendons and Cable Stay Systems" , 1995 Export RIS Citation Information.

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Breen, John E. ;

Frank, Karl H.

1995-11-01

:

The use of cable-stayed bridges in medium- and long-span applications in the United States has increased significantly in the past ten years. Of param...
CABLE MEDIAN BARRIER FAILURE ANALYSIS AND REMEDIATION, PHASE II

CITE Title : CABLE MEDIAN BARRIER FAILURE ANALYSIS AND REMEDIATION, PHASE II Creator(s) : Stolle, Cody S.;Sicking, Dean L.;Faller, Ronald K.;Reid, John D.; Corporate Creator(s) : Midwest Roadside Safety Facility Corporate Contributor(s) : Midwest States Pooled Fund Program;United States. Federal Highway Administration; Published Date : 2013-06-20 Report Number : TRP-03-319-13 URL : /view/dot/34382 "CABLE MEDIAN BARRIER FAILURE" (2013). "CABLE MEDIAN BARRIER FAILURE ANALYSIS AND REMEDIATION, PHASE II" (2013) "CABLE MEDIAN BARRIER FAILURE ANALYSIS AND REMEDIATION, PHASE II" , 2013 Export RIS Citation Information.

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Stolle, Cody S. ;

Sicking, Dean L.

2013-06-20

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On divided roadways, cross-median fatalities are disproportionately overrepresented in fatal and serious injury crashes. Many state DOTs sought to mit...
Design of inclined loaded drilled shafts in high-plasticity clay environment.

CITE Title : Design of inclined loaded drilled shafts in high-plasticity clay environment. Creator(s) : Puppala, Anand J.;Wejrungsikul, Thornchaya;Williammee, R. S.;Witherspoon, Thomas;Hoyos, Laureano R.; Corporate Creator(s) : University of Texas at Arlington. Department of Civil and Environmental Engineering Corporate Contributor(s) : United States. Federal Highway Administration;Texas. Dept. of Transportation. Research and Technology Implementation Office; Published Date : 2011-05-01 Report Number : FHWA/TX-11/0-6146-1 URL : /view/dot/20548 "Design of inclined loaded" (2011). "Design of inclined loaded drilled shafts in high-plasticity clay environment." (2011) "Design of inclined loaded drilled shafts in high-plasticity clay environment." , 2011 Export RIS Citation Information.

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Puppala, Anand J. ;

Wejrungsikul, Thornchaya

2011-05-01

:

Drilled shaft foundations are principally used to support many structures such as bridge piers, towers,buildings, transmission towers, and roadway cab...

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