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Concrete Surface Texturing Study

CITE Title : Concrete Surface Texturing Study Creator(s) : Muethel, Robert W.;Miller, Thomas D.; Corporate Creator(s) : Michigan. Department of Transportation. Construction and Technology Support Area Published Date : 2003-12-01 Report Number : Research Report R-1423 URL : /view/dot/62510 "Concrete Surface Texturing Study" (2003). "Concrete Surface Texturing Study" (2003) "Concrete Surface Texturing Study" , 2003 Export RIS Citation Information.

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Muethel, Robert W. ;

Miller, Thomas D.

2003-12-01

:

Pavements with transversely tined texturing sometimes produce annoying traffic noise generated by the interaction of tires with the patterned tine mar...
Design and construction recommendations for thin overlays in Texas.

CITE Title : Design and construction recommendations for thin overlays in Texas. Creator(s) : Wilson, Bryan;Scullion, Tom;Estakhri, Cindy; Corporate Creator(s) : Texas A&M Transportation Institute Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2012-10-01 Report Number : FHWA/TX-13/0-6615-1 URL : /view/dot/26365 "Design and construction recommendations" (2012). "Design and construction recommendations for thin overlays in Texas." (2012) "Design and construction recommendations for thin overlays in Texas." , 2012 Export RIS Citation Information.

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Wilson, Bryan ;

Scullion, Tom

2012-10-01

:

Thin HMA overlays, laid at 1.0 inch or thinner, are cost-effective surface maintenance options. The primary focus of this research wasto develop speci...
Extended Life Concrete Bridge Decks Utilizing Improved Internal Curing To Reduce Cracking

CITE Title : Extended Life Concrete Bridge Decks Utilizing Improved Internal Curing To Reduce Cracking Creator(s) : Wang, Xuhao;Taylor, Peter;Freeseman, Katelyn;Vosoughi, Payam; Corporate Creator(s) : Iowa State University. National Concrete Pavement Technology Center Corporate Contributor(s) : Ohio. Dept. of Transportation. Office of Statewide Planning and Research;United States. Department of Transportation. Federal Highway Administration; Published Date : 2019-01-01 Report Number : FHWA/OH-2019/7 URL : /view/dot/62339 "Extended Life Concrete Bridge" (2019). "Extended Life Concrete Bridge Decks Utilizing Improved Internal Curing To Reduce Cracking" (2019) "Extended Life Concrete Bridge Decks Utilizing Improved Internal Curing To Reduce Cracking" , 2019 Export RIS Citation Information.

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Wang, Xuhao ;

Taylor, Peter

2019-01-01

:

With the ongoing concern about premature cracking of concrete bridge decks that reduces the service life of bridges and results in increased maintenan...
Research on High-RAP Asphalt Mixtures With Rejuvenators – Phase II

CITE Title : Research on High-RAP Asphalt Mixtures With Rejuvenators – Phase II Creator(s) : Fatmehsari, Hamzeh Haghshenas;Nsengiyumva, Gabriel Mukristu;Kim, Yong-Rak;Kommidi, Santosh Reddy;Amelian, Soroosh; Corporate Creator(s) : University of Nebraska--Lincoln. Nebraska Transportation Center Corporate Contributor(s) : Nebraska. Department of Transportation;United States. Department of Transportation. Federal Highway Administration; Published Date : 2019-08-31 Report Number : NDOT: SPR-1(18) M070;NTC: 26-1121-4040-001; URL : /view/dot/62023 "Research on High-RAP Asphalt" (2019). "Research on High-RAP Asphalt Mixtures With Rejuvenators – Phase II" (2019) "Research on High-RAP Asphalt Mixtures With Rejuvenators – Phase II" , 2019 Export RIS Citation Information.

:

Fatmehsari, Hamzeh Haghshenas ;

Nsengiyumva, Gabriel Mukristu

2019-08-31

:

A previous study by the authors have demonstrated effectiveness of three rejuvenators: R1 (triglyceride/fatty acid: agriculture-tech based), R2 (aroma...
Surface friction measurements of fine-graded asphalt mixtures : final report, June 2008.

CITE Title : Surface friction measurements of fine-graded asphalt mixtures : final report, June 2008. Creator(s) : Williams, Stacy G. Corporate Creator(s) : University of Arkansas, Fayetteville. Dept. of Civil Engineering Published Date : 2008-06-01 Report Number : MBTC 2066 URL : /view/dot/17013 "Surface friction measurements of" (2008). "Surface friction measurements of fine-graded asphalt mixtures : final report, June 2008." (2008) "Surface friction measurements of fine-graded asphalt mixtures : final report, June 2008." , 2008 Export RIS Citation Information.

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Williams, Stacy G.

2008-06-01

:

Skid resistance is generated by the development of friction between the vehicle tire androadway surface, and is partially dependent upon the character...
Automated Laboratory Testing Methods for Specific Gravity and Absorption Verified to Match the Current Method Results

CITE Title : Automated Laboratory Testing Methods for Specific Gravity and Absorption Verified to Match the Current Method Results Creator(s) : Rajagopal, Arudi Corporate Creator(s) : Ohio. Dept. of Transportation;Infrastructure Management and Engineering Inc.; Corporate Contributor(s) : United States. Federal Highway Administration. Office of Research and Development Published Date : 2009-06-01 Report Number : FHWA/OH-2009/3 URL : /view/dot/37842 "Automated Laboratory Testing Methods" (2009). "Automated Laboratory Testing Methods for Specific Gravity and Absorption Verified to Match the Current Method Results" (2009) "Automated Laboratory Testing Methods for Specific Gravity and Absorption Verified to Match the Current Method Results" , 2009 Export RIS Citation Information.

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Rajagopal, Arudi

2009-06-01

:

Twenty six coarse aggregate (12 gravel, 10 lime stone, 4 slag) and nine fine aggregate (4 lime stone, 3 natural sand, 2 slag sand) materials were coll...
Durability of Portland Cement Concrete: Aggregates, Cements, and Pozzolans

CITE Title : Durability of Portland Cement Concrete: Aggregates, Cements, and Pozzolans Creator(s) : Tuan, Christopher Y. Corporate Creator(s) : University of Nebraska--Lincoln. Dept. of Civil Engineering Corporate Contributor(s) : Nebraska. Department of Roads. Materials & Research Division Published Date : 2005-08-31 Report Number : SPR-1(02) P547 URL : /view/dot/38879 "Durability of Portland Cement" (2005). "Durability of Portland Cement Concrete: Aggregates, Cements, and Pozzolans" (2005) "Durability of Portland Cement Concrete: Aggregates, Cements, and Pozzolans" , 2005 Export RIS Citation Information.

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Tuan, Christopher Y.

2005-08-31

:

The Nebraska Department of Roads in 2001 initiated an effort to improve the durability of concrete for state paving projects. The objectives were to e...
Superpave Overlay of Sand Anti-Fracture Layer Over PCCP

CITE Title : Superpave Overlay of Sand Anti-Fracture Layer Over PCCP Creator(s) : Blomberg, Jason M. Corporate Creator(s) : Missouri. Department of Transportation;United States. Federal Highway Administration; Published Date : 2000-03-01 Report Number : RDT 00-001,;Construction Report,;RI 97-045; URL : /view/dot/36259 "Superpave Overlay of Sand" (2000). "Superpave Overlay of Sand Anti-Fracture Layer Over PCCP" (2000) "Superpave Overlay of Sand Anti-Fracture Layer Over PCCP" , 2000 Export RIS Citation Information.

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Blomberg, Jason M.

2000-03-01

:

A new technology called a sand anti-fracture (SAF) layer was proposed as an efficient and cost effective method of pavement rehabilitation. The SAF la...
Application of Internal Curing to Improve Concrete Bridge Deck Performance

CITE Title : Application of Internal Curing to Improve Concrete Bridge Deck Performance Creator(s) : Abdigaliyev, Arman;Kim, Yong-Rak;Hu, Jiong; Corporate Creator(s) : University of Nebraska--Lincoln. Dept. of Civil Engineering;Peter Kiewit Institute; Corporate Contributor(s) : Nebraska. Department of Transportation Published Date : 2020-04-01 Report Number : SPR-P1(19) M083 URL : /view/dot/55783 "Application of Internal Curing" (2020). "Application of Internal Curing to Improve Concrete Bridge Deck Performance" (2020) "Application of Internal Curing to Improve Concrete Bridge Deck Performance" , 2020 Export RIS Citation Information.

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Abdigaliyev, Arman ;

Kim, Yong-Rak

2020-04-01

:

Due to the relatively high cement content and low water-to-cement ratio (w/c) used, bridge deck concrete is prone to premature cracking. Internal curi...
Bottom Ash As Aggregate Replacement in Concrete

CITE Title : Bottom Ash As Aggregate Replacement in Concrete Creator(s) : Volz, Jeffery S.;Arezoumandi, Mahdi;Drury, Jonathan;Holman, Kyle; Corporate Creator(s) : Missouri University of Science and Technology. Center for Transportation Infrastructure and Safety Corporate Contributor(s) : United States. Dept. of Transportation. Research and Innovative Technology Administration Published Date : 2013-06-01 Report Number : NUTC R284 URL : /view/dot/26359 "Bottom Ash As Aggregate" (2013). "Bottom Ash As Aggregate Replacement in Concrete" (2013) "Bottom Ash As Aggregate Replacement in Concrete" , 2013 Export RIS Citation Information.

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Volz, Jeffery S. ;

Arezoumandi, Mahdi

2013-06-01

:

The objective of the proposed study is to evaluate bottom ash as a partial or total replacement of the fine and coarse aggregate in concrete. This pro...
Laser Characterization of Fine Aggregate

CITE Title : Laser Characterization of Fine Aggregate Creator(s) : Chesner, Warren H.;McMillan, Nancy J.;Cross, Stephen A.; Corporate Creator(s) : Oklahoma State University. School of Civil & Environmental Engineering Corporate Contributor(s) : University Transportation Centers Program (U.S.) Published Date : 2012-12-01 Report Number : OTCREOS10.1-12-F URL : /view/dot/26441 "Laser Characterization of Fine" (2012). "Laser Characterization of Fine Aggregate" (2012) "Laser Characterization of Fine Aggregate" , 2012 Export RIS Citation Information.

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Chesner, Warren H. ;

McMillan, Nancy J.

2012-12-01

:

This report describes the results of a research effort to establish the feasibility of using a laser monitoring system to provide real-time data to ch...
Investigation of material improvements to mitigate the abrasive wear mechanism of concrete crosstie rail seat deterioration (RSD).

CITE Title : Investigation of material improvements to mitigate the abrasive wear mechanism of concrete crosstie rail seat deterioration (RSD). Creator(s) : Edwards, J. Riley;Lange, David A.; Corporate Creator(s) : NEXTRANS Center (U.S.) Corporate Contributor(s) : United States. Dept. of Transportation. Research and Innovative Technology Administration Published Date : 2014-11-01 Report Number : NEXTRANS Project 0931Y04 URL : /view/dot/28198 "Investigation of material improvements" (2014). "Investigation of material improvements to mitigate the abrasive wear mechanism of concrete crosstie rail seat deterioration (RSD)." (2014) "Investigation of material improvements to mitigate the abrasive wear mechanism of concrete crosstie rail seat deterioration (RSD)." , 2014 Export RIS Citation Information.

:

Edwards, J. Riley ;

Lange, David A.

2014-11-01

:

To meet the increasingly stringent design and performance requirements due to increasing cumulativegross tonnages from heavy-haul freight operations, ...
Durability of Portland Cement Concrete: Aggregates, Cements, and Pozzolans [Technical Brief]

CITE Title : Durability of Portland Cement Concrete: Aggregates, Cements, and Pozzolans [Technical Brief] Creator(s) : Tuan, Christopher Y. Corporate Creator(s) : Nebraska. Dept. of Roads. Research Section Published Date : 2005-09-20 Report Number : SPR-1(02) P547 URL : /view/dot/38880 "Durability of Portland Cement" (2005). "Durability of Portland Cement Concrete: Aggregates, Cements, and Pozzolans [Technical Brief]" (2005) "Durability of Portland Cement Concrete: Aggregates, Cements, and Pozzolans [Technical Brief]" , 2005 Export RIS Citation Information.

:

Tuan, Christopher Y.

2005-09-20

:

The Nebraska Department of Roads in 2001 initiated an effort to improve the durability of concrete for state paving projects. The objectives were to e...
Evaluation, Comparison, and Correlation Between the Idaho IT-144 and AASHTO T-84 Methods for Determining the Specific Gravity and Absorption Properties of Fine Aggregate

CITE Title : Evaluation, Comparison, and Correlation Between the Idaho IT-144 and AASHTO T-84 Methods for Determining the Specific Gravity and Absorption Properties of Fine Aggregate Creator(s) : Sharma, Sunil;Kassem, Emad;Sharma, Sandarva M.; Corporate Creator(s) : National Institute for Advanced Transportation Technology (U.S.) Corporate Contributor(s) : Idaho. Transportation Department. Research Program;United States. Department of Transportation. Federal Highway Administration; Published Date : 2020-08-01 Report Number : FHWA-ID-19-252;RP 252; URL : /view/dot/55851 "Evaluation, Comparison, and Correlation" (2020). "Evaluation, Comparison, and Correlation Between the Idaho IT-144 and AASHTO T-84 Methods for Determining the Specific Gravity and Absorption Properties of Fine Aggregate" (2020) "Evaluation, Comparison, and Correlation Between the Idaho IT-144 and AASHTO T-84 Methods for Determining the Specific Gravity and Absorption Properties of Fine Aggregate" , 2020 Export RIS Citation Information.

:

Sharma, Sunil ;

Kassem, Emad

2020-08-01

:

The objective of this study was to develop a correlation between lab tests performed using the CoreLok (Idaho -IT-144) method and results from the AAS...
Performance Evaluation of Fine Graded Superpave Mixtures for Surface Courses

CITE Title : Performance Evaluation of Fine Graded Superpave Mixtures for Surface Courses Creator(s) : Khosla, N. Paul;Sadasivam, Suri;Malpass, Glen; Corporate Creator(s) : North Carolina State University. Dept. of Civil Engineering Corporate Contributor(s) : North Carolina. Dept. of Transportation. Research and Analysis Group Published Date : 2001-08-01 Report Number : FHWA/NC/2002-005 URL : /view/dot/39873 "Performance Evaluation of Fine" (2001). "Performance Evaluation of Fine Graded Superpave Mixtures for Surface Courses" (2001) "Performance Evaluation of Fine Graded Superpave Mixtures for Surface Courses" , 2001 Export RIS Citation Information.

:

Khosla, N. Paul ;

Sadasivam, Suri

2001-08-01

:

SHRP A407 recommends that aggregate gradations pass below the restricted zone as traffic level increases. The aggregate gradation curve of most of the...
Special Specification 3XXX, dense-graded hot-mix asphalt.

CITE Title : Special Specification 3XXX, dense-graded hot-mix asphalt. Corporate Creator(s) : Texas Transportation Institute Published Date : 2004-01-01 URL : /view/dot/25579 "Special Specification 3XXX, dense-graded" (2004). "Special Specification 3XXX, dense-graded hot-mix asphalt." (2004) "Special Specification 3XXX, dense-graded hot-mix asphalt." , 2004 Export RIS Citation Information.

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Texas Transportation Institute

2004-01-01

:

Construct a hot-mix asphalt (HMA) pavement layer composed of a compacted, dense-graded mixture of aggregate and asphalt binder mixed hot in a mixing p...
Indirect determination of particle shape of fine aggregate.

CITE Title : Indirect determination of particle shape of fine aggregate. Creator(s) : Johnson, Larry A Corporate Creator(s) : Virginia Highway Research Council Published Date : 1973-01-01 Report Number : VHRC 72-R40 URL : /view/dot/20035 "Indirect determination of particle" (1973). "Indirect determination of particle shape of fine aggregate." (1973) "Indirect determination of particle shape of fine aggregate." , 1973 Export RIS Citation Information.

:

Johnson, Larry A

1973-01-01

:

Three methods developed by various agencies for measuring indirectly the particle shapes of fine aggregates were used along with a visual classificati...
A Mechanistic Design Approach for Graphite Nanoplatelet (GNP) Reinforced Asphalt Mixtures for Low-Temperature Applications

CITE Title : A Mechanistic Design Approach for Graphite Nanoplatelet (GNP) Reinforced Asphalt Mixtures for Low-Temperature Applications Creator(s) : Marasteanu, Mihai;Le, Jia-Liang;Hendrickson, Rebecca; Corporate Creator(s) : Minnesota. Dept. of Transportation. Research Services & Library;University of Minnesota. Dept. of Civil, Environmental, and Geo-Engineering; Published Date : 2018-01-01 Report Number : MN/RC 2018-02 URL : /view/dot/35665 "A Mechanistic Design Approach" (2018). "A Mechanistic Design Approach for Graphite Nanoplatelet (GNP) Reinforced Asphalt Mixtures for Low-Temperature Applications" (2018) "A Mechanistic Design Approach for Graphite Nanoplatelet (GNP) Reinforced Asphalt Mixtures for Low-Temperature Applications" , 2018 Export RIS Citation Information.

:

Marasteanu, Mihai ;

Le, Jia-Liang

2018-01-01

:

This report explores the application of a discrete computational model for predicting the fracture behavior of asphalt mixtures at low temperatures ba...
Quantitative characterization of microstructure of asphalt mixtures

CITE Title : Quantitative characterization of microstructure of asphalt mixtures Creator(s) : Bhasin, Amit;Badgekar, Swapneel;Izadi, Anoosha; Corporate Creator(s) : Texas Transportation Institute;University of Texas at Austin. Center for Transportation Research;United States. Department of Transportation. University Transportation Centers (UTC) Program; Published Date : 2010-10-01 Report Number : SWUTC/10/476660-00070-1;Report 476660-00070-1; URL : /view/dot/18623 "Quantitative characterization of microstructure" (2010). "Quantitative characterization of microstructure of asphalt mixtures" (2010) "Quantitative characterization of microstructure of asphalt mixtures" , 2010 Export RIS Citation Information.

:

Bhasin, Amit ;

Badgekar, Swapneel

2010-10-01

:

The microstructure of the fine aggregate matrix has a significant influence on themechanical properties and evolution of damage in an asphalt mixture....
0-6444 : treatments for clays in aggregates used to produce cement concrete, bituminous materials, and chip seals.

CITE Title : 0-6444 : treatments for clays in aggregates used to produce cement concrete, bituminous materials, and chip seals. Corporate Creator(s) : Texas A&M Transportation Institute Published Date : 2013 Report Number : Project 0-6444 URL : /view/dot/25994 "0-6444 : treatments for" (2013). "0-6444 : treatments for clays in aggregates used to produce cement concrete, bituminous materials, and chip seals." (2013) "0-6444 : treatments for clays in aggregates used to produce cement concrete, bituminous materials, and chip seals." , 2013 Export RIS Citation Information.

:

Texas A&M Transportation Institute

2013

:

The project has identified the Modified Methylene Blue (MMB) method as the most promising field method to detect the presence of harmful clay minerals...

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