The Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panels
A set of experimental tests were performed at Virginia Tech to investigate transverse joints and blockouts on full depth concrete bridge deck panels. The joints were designed on a deck replacement project for a rural three span continuous steel girder bridge in Virginia. Two cast-in-place and four p...
Main Author: | Swenty, Matthew Kenneth |
---|---|
Other Authors: | Civil Engineering |
Format: | Others |
Published: |
Virginia Tech
2014
|
Subjects: | |
Online Access: | http://hdl.handle.net/10919/30214 http://scholar.lib.vt.edu/theses/available/etd-12212009-101738/ |
Similar Items
-
Performance Criteria Recommendations for Mortars Used in Full-Depth Precast Concrete Bridge Deck Panel Systems
by: Scholz, Donald P.
Published: (2014) -
Construction and Behavior of Precast Bridge Deck Panel Systems
by: Sullivan, Sean Robert
Published: (2014) -
Structural Performance of Longitudinally Post-Tensioned Precast Deck Panel Bridges
by: Woerheide, Andrew James
Published: (2014) -
Effects of Single Panel Replacement of a Full-Scale, Full-Depth, Precast Concrete Bridge Deck System
by: Perry, Jason Robert
Published: (2012) -
Polymer Concrete for Bridge Deck Closure Joints in Accelerated Bridge Construction
by: Islam Mantawy, et al.
Published: (2019-06-01)