Caltrans Precast Concrete Committee Caltrans Precast Concrete
Caltrans Precast Concrete Committee Caltrans Precast Concrete Caltrans Precast Concrete Committee Caltrans Precast Concrete
Typical Cast-in-Place Falsework
California Precast Bridge Design Challenges Current Bridge Data: CIP 70% +, Precast 25% - Precast Advantages: WHY ??? RRapid idconstruction i Minimize falsework Reduce traffic disruptions p on-site Improve safety for traffic and construction workers Minimize environmental impact Increase product quality Precast Challenges: Si Seismic i Design i Construction Cost Longer Span
- Page 1 and 2: California Department of Transporta
- Page 3: PC Committee Mission and Goal Missi
- 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 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
Typical Cast-in-Place Falsework