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Audubon Parkway Slab Lifting at MP 22.75 — Bridge Approach and Departure Settlement

CITE Title : Audubon Parkway Slab Lifting at MP 22.75 — Bridge Approach and Departure Settlement Creator(s) : Scully, Tim C. Corporate Creator(s) : University of Kentucky Transportation Center Corporate Contributor(s) : Kentucky Transportation Cabinet Published Date : 2019-06-01 Report Number : KTC-19-17/KHIT106-1F DOI : https://doi.org/10.13023/ktc.rr.2019.17 "Audubon Parkway Slab Lifting" (2019). https://doi.org/10.13023/ktc.rr.2019.17 "Audubon Parkway Slab Lifting at MP 22.75 — Bridge Approach and Departure Settlement" (2019), https://doi.org/10.13023/ktc.rr.2019.17 "Audubon Parkway Slab Lifting at MP 22.75 — Bridge Approach and Departure Settlement" , 2019, https://doi.org/10.13023/ktc.rr.2019.17 Export RIS Citation Information.

:

Scully, Tim C.

2019-06-01

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The approach/departure Portland Cement Concrete (PCC) panels on the eastbound and westbound side of Audubon Parkway at MP 22.75 over route KY 2120 beg...
Evaluation of Backfill Materials and Installation Methods for High Density Polyethylene Pipe: Final Report

CITE Title : Evaluation of Backfill Materials and Installation Methods for High Density Polyethylene Pipe: Final Report Creator(s) : Jayawichrama, P. W.;Amarasiri, A. L.;Region, P. E.;Alam, M. D.; Corporate Creator(s) : Texas Tech University. Dept. of Civil Engineering Corporate Contributor(s) : Texas. Dept. of Transportation. Research and Technology Published Date : 2001-02-01 Report Number : TX-99/1809-3 URL : /view/dot/42055 "Evaluation of Backfill Materials" (2001). "Evaluation of Backfill Materials and Installation Methods for High Density Polyethylene Pipe: Final Report" (2001) "Evaluation of Backfill Materials and Installation Methods for High Density Polyethylene Pipe: Final Report" , 2001 Export RIS Citation Information.

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Jayawichrama, P. W. ;

Amarasiri, A. L.

2001-02-01

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This research developed new specifications for the use of large diameter (36 in. to 48 in.) high density polyethylene (HDPE) pipe in Texas Department ...
Innovative Use of Flowable Fill for Short-Span Bridge Rehabilitation

CITE Title : Innovative Use of Flowable Fill for Short-Span Bridge Rehabilitation Creator(s) : Copham, Brian;Gauntt, Fred M. III;Grimes, Thomas C.;Davidson, James S.; Corporate Creator(s) : University of Alabama at Birmingham. Dept. of Civil and Environmental Engineering;Shelby County (Ala.). Highway Dept.; Corporate Contributor(s) : University Transportation Center for Alabama;University of Alabama in Huntsville;University of Alabama in Birmingham; Published Date : 2002-08-30 Report Number : UTCA Report Number 01218 URL : /view/dot/42000 "Innovative Use of Flowable" (2002). "Innovative Use of Flowable Fill for Short-Span Bridge Rehabilitation" (2002) "Innovative Use of Flowable Fill for Short-Span Bridge Rehabilitation" , 2002 Export RIS Citation Information.

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Copham, Brian ;

Gauntt, Fred M. III

2002-08-30

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This project investigated the use of a liquid concrete-like material, commonly referred to as flowable fill, to rehabilitate short span bridges and cu...
Alternative methods to trench backfill.

CITE Title : Alternative methods to trench backfill. Creator(s) : Zhang, Zhongjie;Tao, Mingjiang; Corporate Creator(s) : Louisiana Transportation Research Center Published Date : 2005-04-30 Report Number : FHWA/LA.05/404 URL : /view/dot/22138 "Alternative methods to trench" (2005). "Alternative methods to trench backfill." (2005) "Alternative methods to trench backfill." , 2005 Export RIS Citation Information.

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Zhang, Zhongjie ;

Tao, Mingjiang

2005-04-30

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Conduit structures dealing with hydraulic drainage needs in the Louisiana highway system include pipe culverts, pipe arch culverts, storm drains, sewe...
Use of Controlled Low-Strength Material as Abutment Backfill

CITE Title : Use of Controlled Low-Strength Material as Abutment Backfill Creator(s) : Schmitz, Michael E.;Parsons, Robert L.;Ramirez, Guillermo;Zhao, Yuan; Corporate Creator(s) : University of Kansas. Dept. of Civil, Environmental and Architectural Engineering Corporate Contributor(s) : Kansas. Dept. of Transportation Published Date : 2004-06-01 Report Number : K-TRAN: KU-02-6 URL : /view/dot/39896 "Use of Controlled Low-Strength" (2004). "Use of Controlled Low-Strength Material as Abutment Backfill" (2004) "Use of Controlled Low-Strength Material as Abutment Backfill" , 2004 Export RIS Citation Information.

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Schmitz, Michael E. ;

Parsons, Robert L.

2004-06-01

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Use of Controlled Low-Strength Material (CLSM) behind bridge abutments has become common practice to avoid the problem of settlement when using compac...
Bridge approach slabs for Missouri DOT looking at alternative and cost efficient approaches.

CITE Title : Bridge approach slabs for Missouri DOT looking at alternative and cost efficient approaches. Creator(s) : Thiagarajan, Ganesh;Gopalaratnam, V.;Halmen, Ceki;Ajgaonkar, Sheetal;Ma, Shuang;Balu Gudimetla, Ravi Chamarthi; Corporate Creator(s) : University of Missouri--Columbia;University of Missouri--Kansas City; Published Date : 2010-12-01 Report Number : OR 11.009 URL : /view/dot/18591 "Bridge approach slabs for" (2010). "Bridge approach slabs for Missouri DOT looking at alternative and cost efficient approaches." (2010) "Bridge approach slabs for Missouri DOT looking at alternative and cost efficient approaches." , 2010 Export RIS Citation Information.

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Thiagarajan, Ganesh ;

Gopalaratnam, V.

2010-12-01

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The objective of this project is to develop innovative and cost effective structural solutions for the construction ofboth new and replacement deterio...
Use of Rice Husk Ash (RHA) in Flowable Fill Concrete Mix Material [Supporting Dataset]

CITE Title : Use of Rice Husk Ash (RHA) in Flowable Fill Concrete Mix Material [Supporting Dataset] Creator(s) : Hossain, Zahid;Islam, Kazi Tamzidul; Corporate Creator(s) : Arkansas State University;Transportation Consortium of South-Central States (Tran-SET) University Transportation Center for Region 6; 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; Published Date : 2019-08-01 Report Number : 18CASU03 URL : /view/dot/65484 "Use of Rice Husk" (2019). "Use of Rice Husk Ash (RHA) in Flowable Fill Concrete Mix Material [Supporting Dataset]" (2019) "Use of Rice Husk Ash (RHA) in Flowable Fill Concrete Mix Material [Supporting Dataset]" , 2019 Export RIS Citation Information.

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Hossain, Zahid ;

Islam, Kazi Tamzidul

2019-08-01

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In the way of finding sustainable development, the flowable fill is a relatively new construction technology. Flowable fill is a self-compacting mater...
Use of Rice Husk Ash (RHA) in Flowable Fill Concrete Mix Material

CITE Title : Use of Rice Husk Ash (RHA) in Flowable Fill Concrete Mix Material Creator(s) : Hossain, Zahid;Islam, Kazi Tamzidul; Corporate Creator(s) : Arkansas State University;Transportation Consortium of South-Central States (Tran-SET) University Transportation Center for Region 6; 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; Published Date : 2019-08-01 Report Number : 18CASU03 URL : /view/dot/62639 "Use of Rice Husk" (2019). "Use of Rice Husk Ash (RHA) in Flowable Fill Concrete Mix Material" (2019) "Use of Rice Husk Ash (RHA) in Flowable Fill Concrete Mix Material" , 2019 Export RIS Citation Information.

:

Hossain, Zahid ;

Islam, Kazi Tamzidul

2019-08-01

:

In the way of finding sustainable development, the flowable fill is a relatively new construction technology. Flowable fill is a self-compacting mater...