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Caltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality Management 1 Mission: Provide a safe, sustainable, integrated and efficient transportation system to enhance California's economy and livability

Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

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Page 1: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Caltrans Accelerated Bridge Construction Pilot Project Program

Roberto Lacalle, P.E., Chief Office Of Structure Quality Management

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Mission: Provide a safe, sustainable, integrated and efficient transportation system to enhance California's economy and livability

Page 2: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

WHY? • Implement research results into design and construction applications for

precast element connections. Specifically column to cap and cap to girder.

• Evaluation of current practice • Test feasibility of new methods • Standardize designs, specifications, construction • Constructability - Vetting construction challenges • Validating costs and benefits • Lessons learned • Reduce risk of implementation • Educate industry

Mission: Provide a safe, sustainable, integrated and efficient transportation system to enhance California's economy and livability

Page 3: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Benefits of ABC • ABC Reduces

– Traffic Impacts – Onsite Construction Time – Weather Related Time Delays

• ABC Improves – Work Zone Safety for Traveling Public and Contractor Personnel – Total Project Delivery Time – Site Constructability – Material Quality and Product Durability

• ABC can minimize – Environmental Impacts – Utility Relocations and Right-of-Way Take – Impacts to Existing Roadway Alignment

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Page 4: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

ABC PBES in California Categories of Application

Emergency Projects

Site Condition Constraints

Programmed Projects

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Page 5: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Paramount Blvd OC Emergency Replacement

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2 Span Replacement Structure PC/PS Bulb T Girders Steel Deck Forms A+B Contract Incentive/Disincentive

Contractor onsite March 2, 2012 Open to traffic May 21, 2012

Page 6: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

San Mateo-Hayward

Bridge Widening

Project

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Site Condition Constraints

Page 7: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

San Mateo-Hayward Bridge Widening Project

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Page 8: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

San Mateo-Hayward Bridge Widening Project

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Page 9: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

I-40 Mustang Wash Bridge Programmed Project

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Page 10: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Craig Creek Bridge Programmed Project

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Page 11: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Craig Creek Bridge Programmed Project

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Page 12: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Bridge Design in California Seismic often controls

Structures are tied together robustly with an emphasis on limiting the number of joints and directing plastic hinging in predefined locations

PBES implementation in California focuses on connections

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Page 13: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Iowa State University

PC I Girder to Inverted T Cap Connection

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Page 14: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

University of Nevada, Reno

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Energy dissipation and reduced seismic damage of segmental columns.

Seismic connection detailing of a precast pier system.

Emulative performance of connections between precast columns and footings and cap beams.

Static and dynamic performance of standard couplers

Page 15: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Girder to Bent Cap Connection

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Page 16: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Girder to Bent Cap Connection

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Page 17: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Criteria for the ABC seismic

connection pilot projects • Span Length: Consider roughly 140 feet as a comfortable maximum.

• Number of Spans: 2 to 3. • Span Configuration: Equal or nearly equal span lengths if two span. End

spans of 75% length of the center span if three spans (maximum bridge length of 350 feet).

• Girder Type: Precast concrete. • Bent Configuration: Prefer multi-column bent configuration • Skew: Prefer skew under 20 degrees but larger skews can be considered. • Access: Prefer location on or near a major route for PC element delivery • Project Type: New or replacement structure only (not a widening) • Deck configuration/Alignment: Minimal horizontal curvature. Prefer

uniform deck width. • Seismic: Prefer site that does not have liquefaction of ground

improvement issues • Column: Prefer maximum length of 50 feet.

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Page 18: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Column to Footing Connection

• PC Column with partially debonded bars plunged into High Strength Grout Filled Voids

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University Testing

Page 19: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Strand Tails Lapped and Tied into place

PC Girder Continuity through Bent Caps

Page 20: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

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ABC Isolated Ordinary Standard Bridge

Components

Page 21: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

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PC Bent Cap

Type II Cased Shaft

PC Column Shell

Proposed Typical ABC Assembly

Page 22: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

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PC Cap with Temporary voids

Proposed Typical ABC Assembly

PC Shell in Type II Shaft

Page 23: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

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PC Bent Cap; Approx. 50% lighter than non-voided cap

Leveling surfaces

Proposed Typical ABC Assembly

PC/RC Shell in Type II Shaft – filled at site

Page 24: Caltrans Accelerated Bridge Construction Pilot Project · PDF fileCaltrans Accelerated Bridge Construction Pilot Project Program Roberto Lacalle, P.E., Chief Office Of Structure Quality

Caltrans Accelerated Bridge Construction Pilot Project Program

Questions?

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Mission: Provide a safe, sustainable, integrated and efficient transportation system to enhance California's economy and livability