John James Audubon Bridge. Introduction
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1 John James Audubon Bridge Introduction
2 The Project
3 Why build the bridge? The bridge--proposed to be the longest cable-stayed bridge in America--will replace an existing ferry between the communities of New Roads and St. Francisville, Louisiana. The bridge will also serve as the only bridge structure on the Mississippi River between Natchez, Mississippi and Baton Rouge, Louisiana (approximately 90 river miles). The project is part of the Zachary Taylor Parkway, a scenic highway across Louisiana from Mississippi to Texas. Economic development for the area. Data provided by Louisiana s TIMED Program
4 Artist Rendering
5 Artist Rendering
6 Design/Build Owner Program Manager (Optional) Design/Builder (Often a General Contractor) Construction Team Quality Control Designer
7 Louisiana Department of Transportation & Development LA DOTD is the owner of this bridge and are managing the construction with the Louisiana TIMED Program.
8 The Joint Venture The $348 million dollar project is being constructed by Audubon Bridge Constructors (ABC), a joint venture consisting of: Flatiron Constructors (Longmont, CO) Granite Construction Company (Watsonville, CA) Parsons Transportation Group, Inc. (Washington, DC)
9 The Design Team Parsons Transportation Group is the lead designer for ABC however the design tasks were distributed among various Consultants. Evans-Graves (Baton Rouge, LA) was responsible for Bridges 1 & 2 as well as roadways in Pointe Coupee Parish. GOTECH (Baton Rouge, LA) was responsible for roadways in Pointe Coupee Parish and utility coordination. Parsons Transportation Group (Pasadena, CA) was responsible for the approach bridges to the CSU and the foundations for the CSU. Buckland & Taylor (Vancouver, BC) was responsible for the cable-stayed bridge unit. Burk Kleinpeter (New Orleans, LA) was responsible for Bridges 4-8 as well as roadways in West Feliciana Parish and environmental work. PSI & Fugro were the Geotechnical Engineer for the approach Bridges
10 Scheduled Time to Complete Estimated Number of Man-Hours Overall Project Facts 47 Months (February 2010) 793,000 MH Number of Bridges 8 Concrete Reinforcing Steel 99,000 CY 27,900,000 LBS Structural Steel Stay Cables Asphalt 14,500,000 LBS 1,834,000 LBS 95,000 TON
11 John James Audubon Bridge Roadways
12 Roadways
13 Clearing & Grubbing
14 Earth work and mobilizing
15 John James Audubon Bridge Approach Structures
16 The Bridges Bridge 8 Approach Bridges Bridge 7 Bridge 6 Bridge 2 Bridge 3 Bridge 5 Bridge 4 Bridge 1
17 Approach Roadway Bridges 2 Lane and 4 Lane Configurations Future Widening of Approach Roadway and Bridges LRFD Design Method Conventional Bridge Layouts and Construction Details- Use of Standard LA DOTD Details Such as Expansion Joints, Railing, Approach Slabs, etc.
18 Sample Bridge General Plan
19 Typical Section Bridges 2 & 4-8
20 Typical Sections Approach Bridges
21 Steel Plate Girders Span the Levee
22 Approach Structures West Approaches long with 15 spans Low Level Approach Supported by PPC driven piles (six bents) AASHTO Type III girders High Level Approach Supported by drilled shafts & PPC Piles Spans 3W to 6W utilize steel plate girders Spans 7W to 10W utilize Bulb Tee girders
23 Approach Structures East Approaches 6780 long with 80 spans Low Level Approach Supported by PPC driven piles 68 Spans with AASHTO Type III girders High Level Approach Supported by drilled shafts & PCC piles Bulb Tee girders for all spans
24 Drive Piles with Diesel Impact Hammer
25 Two-Level Template
26 Static Load Tests
27 Cutoff Piles
28 Steel Pipe Piles under Powerlines
29 Construct Bent Cap
30 Finished Bent Caps
31 Finished Substructure
32 Setting Type III Girders
33 Setting Type III Girders
34 Setting SIP Deck Pans
35 Bridge 2 Deck Steel over RR
36 Setting the Deck Screed
37 Pump Truck used for Deck Pours
38 Placing Deck Unit (3-4 spans)
39 Finishing the Deck Pour
40 Construction Progress EVANS-GRAVES PARSONS BURK-KLEINPETER Bridge BUILD FOUNDATIONS 100% 100% 100% 50% 15% 90% 100% 100% 100% 100% 100% BUILD SUBSTRUCTURE 100% 100% 100% 25% 0% 60% 100% 100% 100% 100% 100% A C T I V I T Y SET GIRDERS 100% 100% 100% 0% 0% 30% 100% 100% 100% 100% 100% FORM DECK 100% 100% 50% 0% 0% 0% 100% 100% 100% 100% 100% POUR DECK 100% 100% 0% 0% 0% 0% 100% 100% 100% 100% 100% POUR BARRIERS 100% 50% 0% 0% 0% 0% 0% 0% 0% 0% 0%
41 Cable-Stayed Bridge Designers B&T, PTG, OEA, RWDI & DBA Bridge 3
42 General Arrangement 1583 ft main span 1463 ft navigational clearance provided
43 Key Design Features Light superstructure supported by 136 stay cables Minimum loads on foundations Designed for ship vessel impact Durability 100 yr design life Beneficial deck compression from stay cables and deck post-tensioning 2 LTM overlay 8000psi precast deck panels 50ksi weathering steel protected by deck
44 Dead Load Analysis Dead load analysis is non-linear Non-linear cable elements Non-linear beam elements Non-linear soil springs Structure is tuned for dead loads Towers built tall to compensate for shortening Deck built long to compensate for shortening Cables installed short to compensate for stretch
45 Untuned Structure
46 Tuned Structure
47 Stage-by-Stage Analysis Structure built one segment at a time Precisely captures locked-in effects Models time-dependent effects during construction Required for tracking bridge geometry during construction Performed prior to bridge construction
48 Towers: 500 high 136 cable stays Two crossbeams Tower top is Elev. 520 Deck is Elev.130
49 Tower Foundations 1W & 1E 160 x 64 x 15 Cap 7 by 3 pile group 1 test pile 8-0 diameter shafts
50 Tower Shafts 96 dia permanent casing 90 dia drilled shaft Pile tip Elev to -180 Tip grouting
51
52 Wind Loads AASHTO static wind load pressures not appropriate for long-span structures Three components to wind loads Mean static Background Dynamic (Buffeting) Dynamic component obtained from buffeting analysis provided by wind specialists
53 Composite Deck Cross-Section Economy, simplicity and constructability Durability Accessibility Low maintenance
54 Sectional Model in Wind Tunnel
55 Sectional Model Tests
56 Aeroelastic Model Details
57 Aeroelastic Model in Wind Tunnel
58 Tower Cable Anchorages Steel anchorage trays for upper stays Concrete corbels for lower steep cables Crossbeams connected clear of anchorage zone
59 Stay System 7-Wire parallel strand Monostrand Jacking State-of-the-Art Corrosion Protection Galvanizing Grease Strand PE Coextruded HDPE Pipe Vibration suppression
60 Deck Anchorage
61 Construction Stage Modeling
62 Construction Stage Modeling
63 CSU Construction Photos
64 Land Based Drilled Shaft
65 O-cell set up
66 Tip Grouting Apparatus
67 Construction Photos P1E Cofferdam
68 Question & Answer Be sure to see the bridge model
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