Evaluation of self consolidating concrete for bridge structure applications jocuri de ingrijit ferme online dating
The fresh properties for the mix, as provided by the concrete and admixture suppliers, included a 23-in.
(584-mm) spread, a J-ring value of zero, and an air content of 5.5%.
These include measurements from concrete embedment strain gages as well as foil strain gages mounted directly to the prestressing strands and caisson reinforcement. Utah Department of Transportation, “Portland Cement Concrete,” UDOT Standards and Specifications, 2008 Edition, Section 03055. Kentucky Transportation Cabinet, “Method for Approval of Using Self Consolidating Concrete (SCC),” Kentucky Method 64-320-08, Revised 03/08. Illinois Department of Transportation, “Self-Consolidating Concrete for Cast-In-Place Construction,” BDE 80152, 2005. New Jersey Department of Transportation, “SCC for Drilled Shafts,” NJDOT Standard Specifications for Road and Bridge Construction, 2007, Section 9. Brown, D., Schindler, A., Bailey, J., Goldberg, A., Camp III, W., and Holley, D., “Evaluation of Self-Consolidating Concrete for Drilled Shaft Applications at Lumber River Bridge Project, South Carolina,” Transportation Research Record, No.
Acknowledgements The authors would like to acknowledge the support from the FHWA and West Virginia Department of Transportation during this project.
Bridge Construction In addition to the use of SCC for the three drilled shafts, a second SCC mix was used in the construction of two of the five precast, prestressed concrete box beams that were used to construct the superstructure.
The other three box beams were constructed using a traditional vibrated concrete mix.
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Self-consolidating concrete (SCC) was used in the construction of three caissons for a rural bridge replacement of the Stalnaker Run Bridge in West Virginia.