(2006) Evaluation of Transverse Joint Forming Methods for PCC Pavement, TR-532, 2006. Transportation, Department of
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IADOT_tr_532_Evaluation_Transverse_Joint_Methods_PCC_Pavement_2006.pdf File Size:4MB |
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TR-532 Tech Summary.pdf File Size:1MB |
Abstract
The members of the Iowa Concrete Paving Association, the National Concrete Pavement Technology Center Research Committee, and the Iowa Highway Research Board commissioned a study to examine alternative ways of developing transverse joints in portland cement concrete pavements. The present study investigated six separate variations of vertical metal strips placed above and below the dowels in conventional baskets. In addition, the study investigated existing patented assemblies and a new assembly developed in Spain and used in Australia. The metal assemblies were placed in a new pavement and allowed to stay in place for 30 days before the Iowa Department of Transportation staff terminated the test by directing the contractor to saw and seal the joints. This report describes the design, construction, testing, and conclusions of the project.
Item Type: | Departmental Report |
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Keywords: | Assemblies (Equipment), Dowels (Fasteners), Joint construction, Pavement joints, Portland cement concrete, Transverse joints |
Subjects: | Transportation > Pavements Transportation Transportation > Roads and highways Transportation > Research Transportation > Research > Concrete |
ID Code: | 19980 |
Deposited By: | Iowa DOT Library |
Deposited On: | 30 Jun 2015 11:52 |
Last Modified: | 22 Jan 2018 15:20 |
URI: | https://publications.iowa.gov/id/eprint/19980 |