Sagues, A. A. (2011). Corrosion characteristics of post-tensioning strands in ungrouted ducts : summary (Report No. BDK84 977-04). Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/21554
Sagues, Alberto A.. Corrosion characteristics of post-tensioning strands in ungrouted ducts : summary. Report no. BDK84 977-04. Florida Department of Transportation, 2011. https://rosap.ntl.bts.gov/view/dot/21554.
Sagues, Alberto A. Corrosion characteristics of post-tensioning strands in ungrouted ducts : summary. Florida Department of Transportation, 2011, Report no. BDK84 977-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/21554.
To prevent corrosion of post-tensioning strands, FDOT construction specifications currently require post-tensioning ducts to be grouted within seven calendar days of strand installation. This period challenges construction schedules on large projects and may be unnecessarily brief in mild service environments. A literature review indicated that the seven-day limit is a common specification among transportation agencies, but some allow periods up to 40 days for mild environmental conditions.
Sagues, A. A. (2011). Corrosion characteristics of post-tensioning strands in ungrouted ducts : summary (Report No. BDK84 977-04). Florida Department of Transportation. https://rosap.ntl.bts.gov/view/dot/21554
Sagues, Alberto A.. Corrosion characteristics of post-tensioning strands in ungrouted ducts : summary. Report no. BDK84 977-04. Florida Department of Transportation, 2011. https://rosap.ntl.bts.gov/view/dot/21554.
Sagues, Alberto A. Corrosion characteristics of post-tensioning strands in ungrouted ducts : summary. Florida Department of Transportation, 2011, Report no. BDK84 977-04, ROSA P. https://rosap.ntl.bts.gov/view/dot/21554.
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