Caltrans Precast Concrete Committee Caltrans Precast Concrete
Caltrans Precast Concrete Committee Caltrans Precast Concrete Caltrans Precast Concrete Committee Caltrans Precast Concrete
Precast Girder Connection Design and Details Drop p Bent Cap p Connection Continuous superstructure Pinned between superstructure and cap Column/footing connection has to be fixed EExtend t d PC girder i d bbottom tt strands t d Good seismic connection
Precast Girder Connection Design and Details Inverted-T Bent Cap p Connection Semi-continuous superstructure Considered as pinned between superstructure and cap Column/footing connection has to be fixed SSeismic i i research h study t d on-going i
- Page 1 and 2: California Department of Transporta
- Page 3 and 4: PC Committee Mission and Goal Missi
- Page 5 and 6: California Precast Bridge Design Ch
- Page 7: California Precast Girder Bridge wi
- Page 11 and 12: Precast Girder Connection Design an
- Page 13 and 14: Current California Bridge Cost
- Page 15 and 16: California Department of Transporta
- Page 17 and 18: California Precast-Pretensioned Gir
- Page 19 and 20: California Precast Girder Bridge g
- Page 21 and 22: Two Methods for Post-Tensioned Spli
<strong>Precast</strong> Girder Connection Design and Details<br />
Drop p Bent Cap p Connection<br />
Continuous superstructure<br />
Pinned between superstructure<br />
and cap<br />
Column/footing connection has to<br />
be fixed<br />
EExtend t d PC girder i d bbottom tt strands t d<br />
Good seismic connection
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