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Diesel Ultrafine/Fine Particle Emissions in Numbers: Statistical Modeling and Evaluation of Engine Operating Variables

CITE Title : Diesel Ultrafine/Fine Particle Emissions in Numbers: Statistical Modeling and Evaluation of Engine Operating Variables Creator(s) : Kamarianakis, Yiannis;Gao, Oliver; Corporate Creator(s) : Cornell University Corporate Contributor(s) : University Transportation Research Center – Region 2;United States. Department of Transportation. University Transportation Centers (UTC) Program; Published Date : 2009-12-10 Report Number : 49777-33-19 URL : /view/dot/61400 "Diesel Ultrafine/Fine Particle Emissions" (2009). "Diesel Ultrafine/Fine Particle Emissions in Numbers: Statistical Modeling and Evaluation of Engine Operating Variables" (2009) "Diesel Ultrafine/Fine Particle Emissions in Numbers: Statistical Modeling and Evaluation of Engine Operating Variables" , 2009 Export RIS Citation Information.

:

Kamarianakis, Yiannis ;

Gao, Oliver

2009-12-10

:

This work aims to develop statistical models for ultrafine/fine particle number emission rates from a diesel bus, to evaluate the explanatory power of...
Measuring Corrosion Conditions in Mechanically Stabilized Earth Walls

CITE Title : Measuring Corrosion Conditions in Mechanically Stabilized Earth Walls Creator(s) : Parsons, Robert;Han, Jie;Kulesza, Stacey; Corporate Creator(s) : University of Kansas;Kansas State University Transportation Center. Department of Civil Engineering; Corporate Contributor(s) : Kansas Department of Transportation. Bureau of Research Published Date : 2021-08-01 Report Number : K-TRAN: KSU-19-5 URL : /view/dot/60227 "Measuring Corrosion Conditions in" (2021). "Measuring Corrosion Conditions in Mechanically Stabilized Earth Walls" (2021) "Measuring Corrosion Conditions in Mechanically Stabilized Earth Walls" , 2021 Export RIS Citation Information.

:

Parsons, Robert ;

Han, Jie

2021-08-01

:

KDOT extensively utilizes mechanically stabilized earth (MSE) walls, typically with coarse aggregate backfill. Previous projects K-TRAN: KSU-15-6 and ...
Sustainable aggregates production : green applications for aggregate by-products.

CITE Title : Sustainable aggregates production : green applications for aggregate by-products. Creator(s) : Tutumluer, Erol;Ozer, Hasan;Hou, Wenting;Mwumvaneza, Vincent ; Corporate Creator(s) : University of Illinois at Urbana-Champaign. Dept. of Civil and Environmental Engineering Corporate Contributor(s) : United States. Federal Highway Administration;Illinois. Dept. of Transportation. Bureau of Materials and Physical Research; Published Date : 2015-06-01 Report Number : FHWA-ICT-15-012;ICT-15-012;UILU-ENG-2015-2015; URL : /view/dot/29090 "Sustainable aggregates production :" (2015). "Sustainable aggregates production : green applications for aggregate by-products." (2015) "Sustainable aggregates production : green applications for aggregate by-products." , 2015 Export RIS Citation Information.

:

Tutumluer, Erol ;

Ozer, Hasan

2015-06-01

:

Increased emphasis in the construction industry on sustainability and recycling requires production ofaggregate gradations with lower dust (cleaner ag...
Best Practices To Address Issues of Excess Aggregate Dust in Nebraska

CITE Title : Best Practices To Address Issues of Excess Aggregate Dust in Nebraska Creator(s) : Hu, Jiong;Kim, Yong-Rak;Barissov, Temirlan;Gholami, Shayan;Grasley, Julia; Corporate Creator(s) : University of Nebraska--Lincoln. Dept. of Civil Engineering;Texas A&M University. Zachry Department of Civil Engineering; Corporate Contributor(s) : Nebraska. Department of Transportation;Federal Highway Administration. Office of Planning; Published Date : 2020-12-01 Report Number : M114 URL : /view/dot/56399 "Best Practices To Address" (2020). "Best Practices To Address Issues of Excess Aggregate Dust in Nebraska" (2020) "Best Practices To Address Issues of Excess Aggregate Dust in Nebraska" , 2020 Export RIS Citation Information.

:

Hu, Jiong ;

Kim, Yong-Rak

2020-12-01

:

The negative impacts of an excessive amount of dust on concrete performance have been known and reported in different states. The extent and impact of...
Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines

CITE Title : Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines Creator(s) : Parsons, Robert L.;Han, Jie;Breckwoldt, Chase; Corporate Creator(s) : University of Kansas. Dept. of Civil, Environmental and Architectural Engineering Corporate Contributor(s) : Kansas. Dept. of Transportation. Bureau of Research Published Date : 2019-05-01 Report Number : K-TRAN: KU-18-5 URL : /view/dot/42004 "Investigation of Variations in" (2019). "Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines" (2019) "Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines" , 2019 Export RIS Citation Information.

:

Parsons, Robert L. ;

Han, Jie

2019-05-01

:

Departments of Transportation have constructed thousands of mechanically stabilized earth (MSE) walls to support bridge abutments in highway projects ...
Plasticity Requirements of Aggregates Used in Pavement Base and Subbase Courses

CITE Title : Plasticity Requirements of Aggregates Used in Pavement Base and Subbase Courses Creator(s) : Osouli, Abdolreza;Tutumluer, Erol;Vaughn, Brent; Corporate Creator(s) : Illinois Center for Transportation;University of Illinois at Urbana-Champaign. Dept. of Civil and Environmental Engineering; Corporate Contributor(s) : Illinois. Dept. of Transportation. Bureau of Research;United States. Federal Highway Administration; Published Date : 2018-10-01 Report Number : FHWA-ICT-18-015;ICT-18-018;UILU-ENG-2018-2018; URL : /view/dot/37302 "Plasticity Requirements of Aggregates" (2018). "Plasticity Requirements of Aggregates Used in Pavement Base and Subbase Courses" (2018) "Plasticity Requirements of Aggregates Used in Pavement Base and Subbase Courses" , 2018 Export RIS Citation Information.

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Osouli, Abdolreza ;

Tutumluer, Erol

2018-10-01

:

In pavement unbound aggregate layers, fines content (passing No. 200 sieve size or finer than 0.075 mm) characteristics influence the aggregate matrix...
Improving Design Phase Evaluations for High Pile Rebound Soils with an Emphasis on SPT Testing: Final Report

CITE Title : Improving Design Phase Evaluations for High Pile Rebound Soils with an Emphasis on SPT Testing: Final Report Creator(s) : Cosentino, Paul J.;Wisnom, Brian; Corporate Creator(s) : Florida Institute of Technology. Civil Engineering Dept. Corporate Contributor(s) : Florida. Department of Transportation. State Materials Office Published Date : 2019-10-30 URL : /view/dot/54563 "Improving Design Phase Evaluations" (2019). "Improving Design Phase Evaluations for High Pile Rebound Soils with an Emphasis on SPT Testing: Final Report" (2019) "Improving Design Phase Evaluations for High Pile Rebound Soils with an Emphasis on SPT Testing: Final Report" , 2019 Export RIS Citation Information.

:

Cosentino, Paul J. ;

Wisnom, Brian

2019-10-30

:

Pile rebound, which is a complex phenomenon that occurs when large diameter displacement piles are driven into very fine sands with silts and clays, c...
Unsaturated Characteristics of Fouled Ballast to Support In Situ Identification of Fouling Using Ground Penetrating Radar – Phase I

CITE Title : Unsaturated Characteristics of Fouled Ballast to Support In Situ Identification of Fouling Using Ground Penetrating Radar – Phase I Creator(s) : Kulesza, Stacey;Barry, Michelle L;Sherwood, Robert R;Santos, Anibal; Corporate Creator(s) : Kansas State University;University of Arkansas, Fayetteville; Corporate Contributor(s) : United States. Department of Transportation. Federal Railroad Administration. Office of Railroad Policy and Development;United States. Department of Transportation. Federal Railroad Administration. Office of Research, Development and Technology;John A. Volpe National Transportation Systems Center (U.S.); Published Date : 2022-02-01 Report Number : DOT/FRA/ORD-22/09 URL : /view/dot/60621 "Unsaturated Characteristics of Fouled" (2022). "Unsaturated Characteristics of Fouled Ballast to Support In Situ Identification of Fouling Using Ground Penetrating Radar – Phase I" (2022) "Unsaturated Characteristics of Fouled Ballast to Support In Situ Identification of Fouling Using Ground Penetrating Radar – Phase I" , 2022 Export RIS Citation Information.

:

Kulesza, Stacey ;

Barry, Michelle L

2022-02-01

:

This research established a protocol for sample preparation and testing between a large suction water characteristic curve (SWCC) device and a large-s...
Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines [Technical Summary]

CITE Title : Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines [Technical Summary] Creator(s) : Breckwoldt, Chase;Parsons, Robert L.;Han, Jie; Corporate Creator(s) : University of Kansas Corporate Contributor(s) : Kansas. Dept. of Transportation Published Date : 2019-05-01 Report Number : K-TRAN: KU-18-5 URL : /view/dot/42003 "Investigation of Variations in" (2019). "Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines [Technical Summary]" (2019) "Investigation of Variations in Corrosion Potential in Mechanically Stabilized Earth Backfill Due to Migration of Fines [Technical Summary]" , 2019 Export RIS Citation Information.

:

Breckwoldt, Chase ;

Parsons, Robert L.

2019-05-01

:

Departments of Transportation have constructed thousands of mechanically stabilized earth (MSE) walls to support bridge abutments in highway projects ...
Influence of backfill moisture content on the pullout capacity of geotextile reinforcement in MSE walls.

CITE Title : Influence of backfill moisture content on the pullout capacity of geotextile reinforcement in MSE walls. Creator(s) : Hatami, Kianoosh;Miller, Gerald A.;Granados, Jaime E.; 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 : 2012-12-01 Report Number : OTCREOS10.1-18-F URL : /view/dot/27059 "Influence of backfill moisture" (2012). "Influence of backfill moisture content on the pullout capacity of geotextile reinforcement in MSE walls." (2012) "Influence of backfill moisture content on the pullout capacity of geotextile reinforcement in MSE walls." , 2012 Export RIS Citation Information.

:

Hatami, Kianoosh ;

Miller, Gerald A.

2012-12-01

:

Sources of high-quality soils to meet design standards for the construction of reinforced soil structures arein many cases rare and in short supply. A...
Potential Use and Applications for Reclaimed Millings

CITE Title : Potential Use and Applications for Reclaimed Millings Creator(s) : Stoffels, Shelley;Solaimanian, Mansour;Barzegari, Saman; Corporate Creator(s) : Thomas D. Larson Pennsylvania Transportation Institute Corporate Contributor(s) : Pennsylvania. Dept. of Transportation. Bureau of Planning and Research;United States. Dept. of Transportation. Research and Innovative Technology Administration;United States. Federal Highway Administration; Published Date : 2015-06-01 Report Number : FHWA-PA-2014-009-PSU WO 4 URL : /view/dot/29186 "Potential Use and Applications" (2015). "Potential Use and Applications for Reclaimed Millings" (2015) "Potential Use and Applications for Reclaimed Millings" , 2015 Export RIS Citation Information.

:

Stoffels, Shelley ;

Solaimanian, Mansour

2015-06-01

:

The purpose of this project was to provide support to PennDOT District 1-0 in the effective use of milled asphalt material. Specifically, district 1-0...
Field Validation of Recycled Concrete Fines Usage

CITE Title : Field Validation of Recycled Concrete Fines Usage Creator(s) : Janssen, Donald J.;Grimshaw, Lily B.;Vandenbossche, Julie; Corporate Creator(s) : Pacific Northwest Transportation Consortium Corporate Contributor(s) : United States. Dept. of Transportation. Research and Innovative Technology Administration Published Date : 2015-03-01 Report Number : 2013-S-UW-32 URL : /view/dot/28382 "Field Validation of Recycled" (2015). "Field Validation of Recycled Concrete Fines Usage" (2015) "Field Validation of Recycled Concrete Fines Usage" , 2015 Export RIS Citation Information.

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Janssen, Donald J. ;

Grimshaw, Lily B.

2015-03-01

:

The amount of recycled concrete fines permitted in concrete mixing water is limited by ASTM C 1602 to 5.0 percent of the mixing water, by mass, in ord...
Financial impact of fines in the unbound pavement layers.

CITE Title : Financial impact of fines in the unbound pavement layers. Creator(s) : Liu, Jenny;Zhang, Xiong;Chamberlain, Andrew;Li, Lin; Corporate Creator(s) : University of Alaska Fairbanks. Dept. of Civil and Environmental Engineering Corporate Contributor(s) : United States. Federal Highway Administration Published Date : 2014-10-01 Report Number : DOT&PF Report Number 4000105;INE/AUTC 14.15; URL : /view/dot/28201 "Financial impact of fines" (2014). "Financial impact of fines in the unbound pavement layers." (2014) "Financial impact of fines in the unbound pavement layers." , 2014 Export RIS Citation Information.

:

Liu, Jenny ;

Zhang, Xiong

2014-10-01

:

This study continued the research effort on evaluating the resilient behavior of D-1 base course materials when there is limited wateraccess during fr...
Determination of Fines Produced During Crushing, Handling, and Placement of Aggregates Employed in Roadway Construction Final Report

CITE Title : Determination of Fines Produced During Crushing, Handling, and Placement of Aggregates Employed in Roadway Construction Final Report Creator(s) : Vinson, TS;Pintner, RM;Johnson, EG; Corporate Creator(s) : Oregon State University. Transportation Research Institute Corporate Contributor(s) : United States. Federal Highway Administration;Alaska. Dept. of Transportation and Public Facilities. Division of Program Development; Published Date : 1987-09-01 Report Number : FHWA-AK-RD-87-12 ,TRI 86-11 URL : /view/dot/40627 "Determination of Fines Produced" (1987). "Determination of Fines Produced During Crushing, Handling, and Placement of Aggregates Employed in Roadway Construction Final Report" (1987) "Determination of Fines Produced During Crushing, Handling, and Placement of Aggregates Employed in Roadway Construction Final Report" , 1987 Export RIS Citation Information.

:

Vinson, TS ;

Pintner, RM

1987-09-01

:

The three part test procedure was developed to determine the quantity of fines produced during crushing, handling, and placement of aggregates used as...
Subgrade Stabilization Alternatives

CITE Title : Subgrade Stabilization Alternatives Creator(s) : Sandoval, Eimar;Quiroga, Andrea Ardila;Bobet, Antonio;Nantung, Tommy Edward; Corporate Creator(s) : Purdue University. Joint Transportation Research Program Corporate Contributor(s) : Indiana. Dept. of Transportation;United States. Department of Transportation. Federal Highway Administration; Published Date : 2019-08-01 Report Number : FHWA/IN/JTRP-2019/30 URL : /view/dot/50908 "Subgrade Stabilization Alternatives" (2019). "Subgrade Stabilization Alternatives" (2019) "Subgrade Stabilization Alternatives" , 2019 Export RIS Citation Information.

:

Sandoval, Eimar ;

Quiroga, Andrea Ardila

2019-08-01

:

Recent research has shown that the subgrade soil type and its engineering properties govern the performance of the pavement, especially for clayey soi...
Evaluation of Use of Crushed Hydraulic Cement Concrete (CHCC) as an Additive To Base Course/Subbase Material

CITE Title : Evaluation of Use of Crushed Hydraulic Cement Concrete (CHCC) as an Additive To Base Course/Subbase Material Creator(s) : Tanyu, Burak F;Abbaspour, Aiyoub; Corporate Creator(s) : George Mason University. Dept. of Civil, Environmental and Infrastructure Engineering Corporate Contributor(s) : Virginia Department of Transportation;United States. Department of Transportation. Federal Highway Administration; Published Date : 2020-11-01 Report Number : FHWA/VTRC 21-R12 URL : /view/dot/54884 "Evaluation of Use of" (2020). "Evaluation of Use of Crushed Hydraulic Cement Concrete (CHCC) as an Additive To Base Course/Subbase Material" (2020) "Evaluation of Use of Crushed Hydraulic Cement Concrete (CHCC) as an Additive To Base Course/Subbase Material" , 2020 Export RIS Citation Information.

:

Tanyu, Burak F ;

Abbaspour, Aiyoub

2020-11-01

:

All new pavement systems constructed under the jurisdiction of the Virginia Department of Transportation (VDOT) require drainage systems. These draina...
Effect of baghouse fines on compaction of bituminous concrete.

CITE Title : Effect of baghouse fines on compaction of bituminous concrete. Creator(s) : Maupin, G. W Corporate Creator(s) : Virginia Highway & Transportation Research Council Published Date : 1981-01-01 Report Number : VHTRC 81-R49 URL : /view/dot/19936 "Effect of baghouse fines" (1981). "Effect of baghouse fines on compaction of bituminous concrete." (1981) "Effect of baghouse fines on compaction of bituminous concrete." , 1981 Export RIS Citation Information.

:

Maupin, G. W

1981-01-01

:

Four bituminous mixes were tested in the laboratory to determine the effect of variations in the concentration of baghouse fines on the density and te...
Feasibility of reducing fines in S-5 mixes.

CITE Title : Feasibility of reducing fines in S-5 mixes. Creator(s) : Johnson, H. W Corporate Creator(s) : Virginia Highway & Transportation Research Council Published Date : 1975-01-01 Report Number : VHTRC 75-R61 URL : /view/dot/20048 "Feasibility of reducing fines" (1975). "Feasibility of reducing fines in S-5 mixes." (1975) "Feasibility of reducing fines in S-5 mixes." , 1975 Export RIS Citation Information.

:

Johnson, H. W

1975-01-01

:

The study investigated the feasibility of eliminating aggregate particulates passing the #200 and #100 sieves from a surface mix (S-5) gradation. Feas...
Improving design phase evaluations for high pile rebound sites : final report.

CITE Title : Improving design phase evaluations for high pile rebound sites : final report. Creator(s) : Cosentino, Paul J.;Kalajian, Edward H.;Eldeen, Yahya S.;Bleakley, Albert M.;Wisnom, Brian;Omar, Ali;Dekhn, Hadeel;Misilo, Thaddeus J.;Shaban, Alaa M.; Corporate Creator(s) : Florida Institute of Technology. Civil Engineering Dept. Corporate Contributor(s) : Florida. Department of Transportation Published Date : 2016-05-31 URL : /view/dot/31002 "Improving design phase evaluations" (2016). "Improving design phase evaluations for high pile rebound sites : final report." (2016) "Improving design phase evaluations for high pile rebound sites : final report." , 2016 Export RIS Citation Information.

:

Cosentino, Paul J. ;

Kalajian, Edward H.

2016-05-31

:

A testing program performed to help determine typical soils properties encountered during pile installation when high reboundoccurs produced a decisio...
Estimation of low temperature properties of RAP binder without extraction : final report.

CITE Title : Estimation of low temperature properties of RAP binder without extraction : final report. Creator(s) : Amirkhanian, Serji N.;Xiao, Feipeng;Corley, Mary; Corporate Creator(s) : Tri-County Technical College Corporate Contributor(s) : South Carolina. Dept. of Transportation Published Date : 2016-04-01 Report Number : FHWA-SC-16-01;TCTC 16-01; URL : /view/dot/31096 "Estimation of low temperature" (2016). "Estimation of low temperature properties of RAP binder without extraction : final report." (2016) "Estimation of low temperature properties of RAP binder without extraction : final report." , 2016 Export RIS Citation Information.

:

Amirkhanian, Serji N. ;

Xiao, Feipeng

2016-04-01

:

In recent years, the use of reclaimed asphalt pavement (RAP) as a component of asphalt mixtures hasbecome a common practice. For many years, researche...

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