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dc.contributor.authorSwenty, Matthew Kennethen_US
dc.date.accessioned2014-03-14T20:21:02Z
dc.date.available2014-03-14T20:21:02Z
dc.date.issued2009-12-08en_US
dc.identifier.otheretd-12212009-101738en_US
dc.identifier.urihttp://hdl.handle.net/10919/30214
dc.description.abstractA 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 post-tensioned joints were designed and tested in cyclical loading. Each joint was tested on a full scale two girder setup in negative bending with a simulated HS-20 vehicle. The blockouts were built as hollow concrete rings filled with grout and left to shrink under ambient conditions. Thirteen combinations of different surface conditions and grouts were designed to test the bond strength between the materials. The strain profile, cracking patterns, and ponding results were measured for all specimens. A finite element analysis was performed and calibrated with the laboratory results. The cast-in-place joints and the two post-tensioned joints with 1.15 MPa (167 psi) of initial stress experienced cracking and leaked water by the end of the tests. The two post-tensioned joints with 2.34 MPa (340 psi) initial stress kept the deck near a tensile stress of 1.5â (f'c) and performed the best. These transverse joints did not leak water, did not have full depth cracking, and maintained a nearly linear strain distribution throughout the design life. Full depth deck panel may be effectively used on continuous bridges if a sufficient amount of post-tensioning force is applied to the transverse joints. The finite element model provides a design tool to estimate the post-tensioning force needed to keep the tensile stresses below the cracking limit. The blockouts with a roughened surface or an epoxy and a grout equivalent to Five Star Highway Patch grout had the highest bond stresses, did not leak water, and had smaller cracks at the grout-concrete interface than the control samples. A minimum bond strength of 2.5â (f'c) was maintained for all of the specimens with a grout equivalent to Five Star Highway Patch. A pea gravel additive in the grout reduced shrinkage and reduced the bond strength. The finite element model provides a design tool to estimate cracking at the grout-surface interface.en_US
dc.publisherVirginia Techen_US
dc.relation.haspartSwenty_MK_D_2009.pdfen_US
dc.rightsI hereby certify that, if appropriate, I have obtained and attached hereto a written permission statement from the owner(s) of each third party copyrighted matter to be included in my thesis, dissertation, or project report, allowing distribution as specified below. I certify that the version I submitted is the same as that approved by my advisory committee. I hereby grant to Virginia Tech or its agents the non-exclusive license to archive and make accessible, under the conditions specified below, my thesis, dissertation, or project report in whole or in part in all forms of media, now or hereafter known. I retain all other ownership rights to the copyright of the thesis, dissertation or project report. I also retain the right to use in future works (such as articles or books) all or part of this thesis, dissertation, or project report.en_US
dc.subjectBridge Decken_US
dc.subjectBridge Jointsen_US
dc.subjectPost-Tensioningen_US
dc.subjectGrouten_US
dc.subjectDeck Panelsen_US
dc.titleThe Investigation of Transverse Joints and Grouts on Full Depth Concrete Bridge Deck Panelsen_US
dc.typeDissertationen_US
dc.contributor.departmentCivil Engineeringen_US
dc.description.degreePh. D.en_US
thesis.degree.namePh. D.en_US
thesis.degree.leveldoctoralen_US
thesis.degree.grantorVirginia Polytechnic Institute and State Universityen_US
thesis.degree.disciplineCivil Engineeringen_US
dc.contributor.committeememberSotelino, Elisa D.en_US
dc.contributor.committeememberWang, Linbingen_US
dc.contributor.committeememberGomez, Jose P.en_US
dc.identifier.sourceurlhttp://scholar.lib.vt.edu/theses/available/etd-12212009-101738/en_US
dc.contributor.committeecochairRoberts-Wollmann, Carin L.en_US
dc.contributor.committeecochairCousins, Thomas E.en_US
dc.date.sdate2009-12-21en_US
dc.date.rdate2010-01-07
dc.date.adate2010-01-07en_US


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