Current Status of HPC Bridge
List of Status Dates
Date: July 15, 1996
- Construction Site Work
- The bridge abutment on both sides of the river has been completed.
- Bridge Girders
- The five (5) girders were poured as of March 1, 1996
- The specs. on the girders are:
- AASHTO Type 3 girders - 65 feet long
- 40 strands - 0.5 inch diameter - 2 inches on center
- Initial prestress was 30 kips per strand
- The specifications of the concrete are:
- Concrete strength - 8,000 psi
- Unit Weight - 147.86 pcf
- Release strength at 56 days -
- Air Entrainment - 6.5% +/- 1.5%
- W/C ratio - 0.35
- Micro silica -Sikacrete 950DP
Date: August 19, 1996
- All five (5) girders were set on July 12, 1996
- Initial data for the girders has been collected
- Strain and temperature readings of the girders
- Deflection readings of the girders
- The deck has been poured on August 13, 1996
- Initial data for the deck and another set of data for the girders has been
collected
- Temperature readings of the deck
- Strain and temperature readings of the girders
- Deflection readings of the girders with the deck poured
- Standard tests were performed on the concrete
- Slump
- Air entrainment
- Unit weight
- Test Cylinders were cast
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