Caltrans Precast Concrete Committee Caltrans Precast Concrete
Caltrans Precast Concrete Committee Caltrans Precast Concrete Caltrans Precast Concrete Committee Caltrans Precast Concrete
California Department of Transportation CCalifornia lif i Wide-Flange Wid Fl Gi Girder d
California Precast Girder Bridge g Span p Capacity p y Typical Precast Girder: 30’-180’ Post-Tensioned Spliced Precast Girder: 100’-300’ Segmental g Precast Girder: 200’-450’
- 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 and 8: California Precast Girder Bridge wi
- Page 9 and 10: Precast Girder Connection Design an
- 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: California Precast-Pretensioned Gir
- Page 21 and 22: Two Methods for Post-Tensioned Spli
California <strong>Precast</strong> Girder Bridge g Span p Capacity p y<br />
Typical <strong>Precast</strong> Girder: 30’-180’<br />
Post-Tensioned Spliced <strong>Precast</strong> Girder: 100’-300’<br />
Segmental g<br />
<strong>Precast</strong> Girder: 200’-450’
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