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Evaluating the Effect of Slab Curling on IRI for South Carolina Concrete Pavements

CITE Title : Evaluating the Effect of Slab Curling on IRI for South Carolina Concrete Pavements Creator(s) : Johnson, Andrew M.;Smith, Bryan C.;Johnson, Wei Hong;Gibson, Luke W.; Corporate Creator(s) : South Carolina. Dept. of Transportation. Office of Materials and Research Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2010-10-01 Report Number : FHWA-SC-10-04 URL : /view/dot/25119 "Evaluating the Effect of" (2010). "Evaluating the Effect of Slab Curling on IRI for South Carolina Concrete Pavements" (2010) "Evaluating the Effect of Slab Curling on IRI for South Carolina Concrete Pavements" , 2010 Export RIS Citation Information.

:

Johnson, Andrew M. ;

Smith, Bryan C.

2010-10-01

:

Concrete pavements are known to curl due to a temperature gradient within the concrete caused by both daily and seasonal temperature variations. This ...
Reduction of Structural Damage from the Thermal Expansion of Concrete Using Multifunctional Materials

CITE Title : Reduction of Structural Damage from the Thermal Expansion of Concrete Using Multifunctional Materials Creator(s) : Hartl, Darren;Mirsayar, Mirmilad; Corporate Creator(s) : Transportation Consortium of South-Central States (Tran-SET) University Transportation Center for Region 6 Corporate Contributor(s) : United States. Department of Transportation. University Transportation Centers (UTC) Program;United States. Department of Transportation. Office of the Assistant Secretary for Research and Technology; Published Date : 2019-10-01 Report Number : 18STTAM01 URL : /view/dot/62863 "Reduction of Structural Damage" (2019). "Reduction of Structural Damage from the Thermal Expansion of Concrete Using Multifunctional Materials" (2019) "Reduction of Structural Damage from the Thermal Expansion of Concrete Using Multifunctional Materials" , 2019 Export RIS Citation Information.

:

Hartl, Darren ;

Mirsayar, Mirmilad

2019-10-01

:

This study leveraged past successes in the analysis and design of shape memory alloy (SMA) components to address the issue of thermal expansion in con...
Development of a Simple Diagnostic Tool for Detecting Localized Roughness Features

CITE Title : Development of a Simple Diagnostic Tool for Detecting Localized Roughness Features Creator(s) : Chatti, Karim;Zaabar, Imen;Lee, Hyung Suk; Corporate Creator(s) : Michigan State University. Pavement Research Center of Excellence Corporate Contributor(s) : Michigan. Dept. of Transportation. Construction and Technology Division Published Date : 2009-02-01 Report Number : RC-1505 URL : /view/dot/40328 "Development of a Simple" (2009). "Development of a Simple Diagnostic Tool for Detecting Localized Roughness Features" (2009) "Development of a Simple Diagnostic Tool for Detecting Localized Roughness Features" , 2009 Export RIS Citation Information.

:

Chatti, Karim ;

Zaabar, Imen

2009-02-01

:

The collection of distress data from video imaging of the pavement surface can provide the location and type of many distresses. However, it cannot pr...
Evaluating the effects of concrete pavement curling and warping on ride quality.

CITE Title : Evaluating the effects of concrete pavement curling and warping on ride quality. Creator(s) : Merritt, David K.;Chang, George K.;Torres, Helga N.;Mohanraj, Kiran;Rasmussen, Robert O.; Corporate Creator(s) : Transtec Group, Inc. Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2015-09-01 Report Number : CDOT-2015-07 URL : /view/dot/29470 "Evaluating the effects of" (2015). "Evaluating the effects of concrete pavement curling and warping on ride quality." (2015) "Evaluating the effects of concrete pavement curling and warping on ride quality." , 2015 Export RIS Citation Information.

:

Merritt, David K. ;

Chang, George K.

2015-09-01

:

Construction of a jointed concrete pavement on US 34 near Greeley, Colorado in 2012 led to an investigation of slab curlingand warping that appeared t...
Analysis of Concrete Pavement Joints to Predict the Onset of Distress

CITE Title : Analysis of Concrete Pavement Joints to Predict the Onset of Distress Creator(s) : Rasmussen, Robert Otto;Agosto, Andrew;Cramer, Steven; Corporate Creator(s) : The Transtec Group, Inc.;University of Wisconsin--Madison; Corporate Contributor(s) : Wisconsin Highway Research Program;Wisconsin. Dept. of Transportation.; Published Date : 2007-09-01 Report Number : WHRP 07-13 URL : /view/dot/37464 "Analysis of Concrete Pavement" (2007). "Analysis of Concrete Pavement Joints to Predict the Onset of Distress" (2007) "Analysis of Concrete Pavement Joints to Predict the Onset of Distress" , 2007 Export RIS Citation Information.

:

Rasmussen, Robert Otto ;

Agosto, Andrew

2007-09-01

:

This report documents the investigation of a 15-mile segment of doweled plain jointed concrete pavement located on Interstate 90/94 in Juneau and Sauk...
Development and Evaluation of a Portable Device for Measuring Curling and Warping in Concrete Pavements: [Summary]

CITE Title : Development and Evaluation of a Portable Device for Measuring Curling and Warping in Concrete Pavements: [Summary] Creator(s) : Ceylan, Halil Corporate Creator(s) : Iowa State University. Institute for Transportation;Midwest Transportation Center; Corporate Contributor(s) : Iowa. Dept. of Transportation;United States. Dept. of Transportation. Office of the Secretary for Research and Technology; Published Date : 2016-01-01 Report Number : 1-2016 URL : /view/dot/39267 "Development and Evaluation of" (2016). "Development and Evaluation of a Portable Device for Measuring Curling and Warping in Concrete Pavements: [Summary]" (2016) "Development and Evaluation of a Portable Device for Measuring Curling and Warping in Concrete Pavements: [Summary]" , 2016 Export RIS Citation Information.

:

Ceylan, Halil

2016-01-01

:

Portland cement concrete (PCC) pavement undergoes repeated environmental load-related deflection resulting from temperature and moisture variations ac...
Feasibility of Reclaimed Asphalt Pavement as Aggregate in Portland Cement Concrete Pavement, Phase II: Field Demonstration

CITE Title : Feasibility of Reclaimed Asphalt Pavement as Aggregate in Portland Cement Concrete Pavement, Phase II: Field Demonstration Creator(s) : Berry, Michael;Dalton, Kelsey;Murray, Flynn; Corporate Creator(s) : Western Transportation Institute Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2015-10-01 Report Number : FHWA/MT-15-003/8207-02 DOI : https://doi.org/10.21949/1508381 "Feasibility of Reclaimed Asphalt" (2015). https://doi.org/10.21949/1508381 "Feasibility of Reclaimed Asphalt Pavement as Aggregate in Portland Cement Concrete Pavement, Phase II: Field Demonstration" (2015), https://doi.org/10.21949/1508381 "Feasibility of Reclaimed Asphalt Pavement as Aggregate in Portland Cement Concrete Pavement, Phase II: Field Demonstration" , 2015, https://doi.org/10.21949/1508381 Export RIS Citation Information.

:

Berry, Michael ;

Dalton, Kelsey

2015-10-01

:

This research was focused on evaluating the feasibility of using minimally processed reclaimed asphalt pavement (RAP) as aggregate replacement in conc...
Feasibility of Reclaimed Asphalt Pavement as Aggregate in Portland Cement Concrete Pavement, Phase II: Field Demonstration [project summary]

CITE Title : Feasibility of Reclaimed Asphalt Pavement as Aggregate in Portland Cement Concrete Pavement, Phase II: Field Demonstration [project summary] Creator(s) : Berry, Michael;Dalton, Kelsey;Murray, Flynn; Corporate Creator(s) : Western Transportation Institute Published Date : 2015-10-01 Report Number : 8207-002 URL : /view/dot/29653 "Feasibility of Reclaimed Asphalt" (2015). "Feasibility of Reclaimed Asphalt Pavement as Aggregate in Portland Cement Concrete Pavement, Phase II: Field Demonstration [project summary]" (2015) "Feasibility of Reclaimed Asphalt Pavement as Aggregate in Portland Cement Concrete Pavement, Phase II: Field Demonstration [project summary]" , 2015 Export RIS Citation Information.

:

Berry, Michael ;

Dalton, Kelsey

2015-10-01

:

Each year, the US highway industry produces over 100 million tons of reclaimed asphalt pavement (RAP) through standard rehabilitation and construction...
Development and Evaluation of a Portable Device for Measuring Curling and Warping in Concrete Pavements

CITE Title : Development and Evaluation of a Portable Device for Measuring Curling and Warping in Concrete Pavements Creator(s) : Ceylan, Halil;Steffes, Robert F.;Gopalakrishnan, Kasthurirangan;Kim, Sunghwan;Yang, Shuo;Zhuang, Kailin; Corporate Creator(s) : Iowa State University. Institute for Transportation;Midwest Transportation Center; Corporate Contributor(s) : Iowa. Dept. of Transportation;United States. Dept. of Transportation. Office of the Secretary for Research and Technology; Published Date : 2016-01-01 Report Number : Part of InTrans Project 13-486 URL : /view/dot/39268 "Development and Evaluation of" (2016). "Development and Evaluation of a Portable Device for Measuring Curling and Warping in Concrete Pavements" (2016) "Development and Evaluation of a Portable Device for Measuring Curling and Warping in Concrete Pavements" , 2016 Export RIS Citation Information.

:

Ceylan, Halil ;

Steffes, Robert F.

2016-01-01

:

Portland cement concrete (PCC) pavement undergoes repeated environmental load-related deflection resulting from temperature and moisture variations ac...
High performance concrete pavement in Indiana.

CITE Title : High performance concrete pavement in Indiana. Creator(s) : Nantung, Tommy Edward Corporate Creator(s) : Indiana. Dept. of Transportation. Division of Research and Development Corporate Contributor(s) : Purdue University. Joint Transportation Research Program;Indiana Department of Transportation;United States. Federal Highway Administration; Published Date : 2011-01-01 Report Number : FHWA/IN/JTRP-2011/20 URL : /view/dot/23832 "High performance concrete pavement" (2011). "High performance concrete pavement in Indiana." (2011) "High performance concrete pavement in Indiana." , 2011 Export RIS Citation Information.

:

Nantung, Tommy Edward

2011-01-01

:

Until the early 1990s, curling and warping of Portland cement concrete pavement did not concernpavement engineers in many transportation agencies. Sin...
High performance concrete pavement in Indiana : [technical summary].

CITE Title : High performance concrete pavement in Indiana : [technical summary]. Creator(s) : Nantung, Tommy Corporate Creator(s) : Indiana Department of Transportation Corporate Contributor(s) : Purdue University. Joint Transportation Research Program Published Date : 2011-01-01 URL : /view/dot/23831 "High performance concrete pavement" (2011). "High performance concrete pavement in Indiana : [technical summary]." (2011) "High performance concrete pavement in Indiana : [technical summary]." , 2011 Export RIS Citation Information.

:

Nantung, Tommy

2011-01-01

:

Until the early 1990s, curling and warping of Portland cement concrete pavement did not concern pavement engineers in many transportation agencies. Si...
Curling and warping of concrete pavement: an investigation and proof of concept study : final report.

CITE Title : Curling and warping of concrete pavement: an investigation and proof of concept study : final report. Creator(s) : Tucker-Kulesza, Stacey;Snapp, Michael;Koehn, Weston; Corporate Creator(s) : Kansas State University. Transportation Center;Kansas State University. Department of Civil Engineering; Corporate Contributor(s) : Kansas. Dept. of Transportation. Bureau of Research Published Date : 2016-06-01 Report Number : K-TRAN: KSU-15-6 URL : /view/dot/30914 "Curling and warping of" (2016). "Curling and warping of concrete pavement: an investigation and proof of concept study : final report." (2016) "Curling and warping of concrete pavement: an investigation and proof of concept study : final report." , 2016 Export RIS Citation Information.

:

Tucker-Kulesza, Stacey ;

Snapp, Michael

2016-06-01

:

In Kansas, mechanically stabilized earth (MSE) retaining walls are typically backfilled with coarse aggregate.Current backfill material testing proced...
Impact of Curling and Warping on Concrete Pavement

CITE Title : Impact of Curling and Warping on Concrete Pavement Creator(s) : Ceylan, Halil;Gopalakrishnan, Kasthurirangan;Kim, Sunghwan;Taylor, Peter;Alhasan, Ahmad;Yang, Shuo; Corporate Creator(s) : Iowa State University. Institute for Transportation Corporate Contributor(s) : Iowa Highway Research Board;United States. Federal Highway Administration; Published Date : 2016-07-04 Report Number : IHRB Project TR-668 URL : /view/dot/36924 "Impact of Curling and" (2016). "Impact of Curling and Warping on Concrete Pavement" (2016) "Impact of Curling and Warping on Concrete Pavement" , 2016 Export RIS Citation Information.

:

Ceylan, Halil ;

Gopalakrishnan, Kasthurirangan

2016-07-04

:

Portland cement concrete (PCC) pavement undergoes repeated environmental load-related deflection resulting from temperature and moisture variations ac...
Impact of Curling and Warping on Concrete Pavement: Tech Transfer Summary

CITE Title : Impact of Curling and Warping on Concrete Pavement: Tech Transfer Summary Creator(s) : Ceylan, Halil Corporate Creator(s) : Iowa State University. Institute for Transportation;Iowa State University. National Concrete Pavement Technology Center; Corporate Contributor(s) : Iowa. Highway Research Board;Iowa. Dept. of Transportation;United States. Federal Highway Administration; Published Date : 2016-07-01 Report Number : IHRB Project TR-668;InTrans Project 13-486; URL : /view/dot/37853 "Impact of Curling and" (2016). "Impact of Curling and Warping on Concrete Pavement: Tech Transfer Summary" (2016) "Impact of Curling and Warping on Concrete Pavement: Tech Transfer Summary" , 2016 Export RIS Citation Information.

:

Ceylan, Halil

2016-07-01

:

The results of this study provide recommendations on how to minimize the degree of curling and warping in concrete pavement design and construction pr...
Impact of Curling and Warping on Concrete Pavement: Phase II

CITE Title : Impact of Curling and Warping on Concrete Pavement: Phase II Creator(s) : Tian, Kexin;King, Daniel;Yang, Bo;Kim, Sunghwan;Alhasan, Ahmad;Ceylan, Halil; Corporate Creator(s) : Iowa State University. Program for Sustainable Pavement Engineering and Research (PROSPER) Corporate Contributor(s) : Iowa. Department of Transportation;Iowa Highway Research Board; Published Date : 2023-05-01 Report Number : IHRB Project TR-749, InTrans Project 18-659 URL : /view/dot/68796 "Impact of Curling and" (2023). "Impact of Curling and Warping on Concrete Pavement: Phase II" (2023) "Impact of Curling and Warping on Concrete Pavement: Phase II" , 2023 Export RIS Citation Information.

:

Tian, Kexin ;

King, Daniel

2023-05-01

:

Curling and warping behavior due to temperature and moisture variation has been widely considered an influential factor affecting the smoothness of jo...
Impact of Curling and Warping on Concrete Pavement: Phase II [Technology Summary]

CITE Title : Impact of Curling and Warping on Concrete Pavement: Phase II [Technology Summary] Creator(s) : Ceylan, Halil;Kim, Sunghwan;Yang, Bo;Tian, Kexin;King, Daniel; Corporate Creator(s) : Iowa State University. Program for Sustainable Pavement Engineering and Research (PROSPER) Corporate Contributor(s) : Iowa Highway Research Board;Iowa. Department of Transportation; Published Date : 2023-05-01 URL : /view/dot/68834 "Impact of Curling and" (2023). "Impact of Curling and Warping on Concrete Pavement: Phase II [Technology Summary]" (2023) "Impact of Curling and Warping on Concrete Pavement: Phase II [Technology Summary]" , 2023 Export RIS Citation Information.

:

Ceylan, Halil ;

Kim, Sunghwan

2023-05-01

:

Evaluating the effects of various environmental conditions and design parameters on curling and warping can help improve the performance of Iowa concr...
PCC pavement acceptance criteria for new construction when built-in curling exists.

CITE Title : PCC pavement acceptance criteria for new construction when built-in curling exists. Creator(s) : Hansen, Will;Wei, Ya; Corporate Creator(s) : University of Michigan Published Date : 2008-02-01 Report Number : RC-1481 URL : /view/dot/26778 "PCC pavement acceptance criteria" (2008). "PCC pavement acceptance criteria for new construction when built-in curling exists." (2008) "PCC pavement acceptance criteria for new construction when built-in curling exists." , 2008 Export RIS Citation Information.

:

Hansen, Will ;

Wei, Ya

2008-02-01

:

Top-down, mid-slab cracking from built-in curling/warping is a major distress type that exists with two Michigan jointed plain concrete pavement (JPCP...
Curling and warping of concrete pavement: an investigation and proof of concept study : technical summary.

CITE Title : Curling and warping of concrete pavement: an investigation and proof of concept study : technical summary. Creator(s) : Tucker-Kulesza, Stacey;Snapp, Michael;Koehn, Weston; Corporate Creator(s) : Kansas State University. Transportation Center Corporate Contributor(s) : Kansas. Dept. of Transportation. Bureau of Research;United States. Federal Highway Administration; Published Date : 2016-06-01 Report Number : K-TRAN: KSU-15-6 URL : /view/dot/30915 "Curling and warping of" (2016). "Curling and warping of concrete pavement: an investigation and proof of concept study : technical summary." (2016) "Curling and warping of concrete pavement: an investigation and proof of concept study : technical summary." , 2016 Export RIS Citation Information.

:

Tucker-Kulesza, Stacey ;

Snapp, Michael

2016-06-01

:

In Kansas, mechanically stabilized earth (MSE) retaining walls are typicallybackfilled with coarse aggregate. Current backfill material testing proced...
LTPP Data Analysis, Validation of Guidelines for K-Value Selection and Concrete Pavement Performance Prediction: LTPP TechBrief

CITE Title : LTPP Data Analysis, Validation of Guidelines for K-Value Selection and Concrete Pavement Performance Prediction: LTPP TechBrief Corporate Creator(s) : ERES Consultants, Inc. Corporate Contributor(s) : United States. Department of Transportation. Federal Highway Administration. Turner-Fairbank Highway Research Center;United States. Federal Highway Administration;Long-Term Pavement Performance Program (U.S.); Contributor(s) : Richter, Cheryl Allen Published Date : 1997-01-01 Report Number : FHWA-RD-96-198 URL : /view/dot/37047 "LTPP Data Analysis, Validation" (1997). "LTPP Data Analysis, Validation of Guidelines for K-Value Selection and Concrete Pavement Performance Prediction: LTPP TechBrief" (1997) "LTPP Data Analysis, Validation of Guidelines for K-Value Selection and Concrete Pavement Performance Prediction: LTPP TechBrief" , 1997 Export RIS Citation Information.

:

ERES Consultants, Inc.

1997-01-01

:

Concrete pavement performance depends greatly on the support that it receives from the base course and underlying soil layers as well as Tech Report s...
Determining the Equivalent Thermal Gradient for Rigid Pavements at the National Airport Pavement Test Facility

CITE Title : Determining the Equivalent Thermal Gradient for Rigid Pavements at the National Airport Pavement Test Facility Creator(s) : Offenbacker, Daniel;Brill, David R; Corporate Creator(s) : United States. Department of Transportation. Federal Aviation Administration. William J. Hughes Technical Center;United States. Department of Transportation. Federal Aviation Administration. Aviation Research Division; Published Date : 2024-07-01 Report Number : DOT/FAA/TCTN-24/18 DOI : https://doi.org/10.21949/1528270 "Determining the Equivalent Thermal" (2024). https://doi.org/10.21949/1528270 "Determining the Equivalent Thermal Gradient for Rigid Pavements at the National Airport Pavement Test Facility" (2024), https://doi.org/10.21949/1528270 "Determining the Equivalent Thermal Gradient for Rigid Pavements at the National Airport Pavement Test Facility" , 2024, https://doi.org/10.21949/1528270 Export RIS Citation Information.

:

Offenbacker, Daniel ;

Brill, David R

2024-07-01

:

In recent years, the Federal Aviation Administration (FAA) has focused on identifying and quantifying corner breaking in rigid airport pavements. Prio...

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