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BAY BRIDGE

MTC Bay Bridge Rail Feasibilty Study

CHAPTER 4. STRUCTURAL COSTS

Developing a cost estimate for adding rail to the Bay Bridge requires a separate analysis of the costs of structural changes to the bridge and the costs of rail infrastructure, including rails, rolling stock and signal systems.

Estimating the costs of the structural impacts of rail is further complicated by the fact that, on the West spans, rail would be added to a bridge that is already over 60 years old, and requires continuous traffic operations. Modifying the proposed East spans for rail operations is more straightforward because the design is not complete and construction will occur outside of current bridge operations.

Among the complexities of placing rail on the West spans which affect this cost estimate are:

  • lead based paints
  • custom-fit connections
  • connections to, and modification of, fully loaded members
  • working with traffic
  • irregular foundations in deep water
  • criticality of stage construction on a 60-year-old structure

These added costs are further inflamed by confined work areas on the San Francisco approaches due to occupied facilities and work over shipping channels that must remain clear. Because of these complexities, it is especially difficult to identify "peer projects" that might provide linear foot costs for a feasibility level cost estimate.

As a means of comparing these costs with other projects in the Bay Area, the proposed East spans are currently estimated to cost $1,000 per square foot for the suspension spans and $650 per square foot for the viaduct spans. Retrofit of the Golden Gate Bridge was in excess of $1,000 per square foot in 1991, and there was no planned foundation work on the suspended spans. In year 2000 dollars, the square foot cost could easily be $2,000. Internationally, the completion of the Oresund Link Cable-Stayed Bridge between Sweden and Denmark is $1,000 per square foot. The bridge has relatively shallow inexpensive foundations and seismic risk did not control the design. Considering complexities of working with an existing structure on the West spans, values of $2,000 per square foot are appropriate. Lower unit costs are, of course, assumed for other structures. These are relatively high-end estimates, which could be reduced through careful engineering at later study phases.

Figure 4-1 summarizes the structural costs of the rail alternatives, excluding all rail infrastructure costs. The West span costs dominate the calculation, requiring over $1 billion in investment on that span alone. Total costs vary between $3 billion and $3.3 billion, exclusive of rail infrastructure.

FIGURE 4-1: STRUCTURAL COST SUMMARY
(EXCLUDES INFRASTRUCTURE)

 

Options

 

Below

Side-By-Side

San Francisco Approaches

193

436

West Spans

1,334

1,447

Yerba Buena Island

317

198

East Spans*

546

546

Oakland Mole

60

40

Subtotal

2,450

2,667

25% Contingency

612

667

Total

$3,062

$3,333

Costs are in Millions

*East span costs are based on revisions to the design prior to awarding the construction contract.

Figure 4-2 details this costs estimate.

FIGURE 4-2: STRUCTURAL COST ESTIMATE

Description

Below

Side By Side

Cost in Millions

Unit

Price

Quantity

Length

Width

Number

Cost in Millions

Unit

Price

Quantity

Length

Width

Number

San Francisco Approaches

Tunnels

$25

LF

$25,000

1,000

1,000

1

1

$0

LF

$25,000

-

1,000

1

0

Viaducts

$0

SF

$500

-

0

20

1

$40

SF

$500

80,000

2,000

20

2

Continuous Spans

$60

SF

$1,000

60,000

1,000

30

2

$60

SF

$1,000

60,000

1,000

30

2

Ramp Revisions

$108

SF

$500

216,000

1,500

36

4

$36

SF

$500

72,000

1,000

36

2

Land or Air Rights Acquisition

$0

LS

$0

1

1

1

1

$300

LS

$300,000,000

1

1

1

1

  $193             $436            

West Spans

Continuous Spans

$40

SF

$1,000

40,000

1,000

40

1

$60

SF

$1,000

60,000

1,000

30

2

Suspended Spans Superstructure

$744

SF

$2,000

372,000

9,300

40

1

$837

SF

$1,500

558,000

9,300

30

2

Center Anchorage

$100

EA

$100,000,000

1

1

1

1

$100

EA

$100,000,000

1

1

1

1

SF and YBI Anchorage

$150

EA

$75,000,000

2

1

1

2

$150

EA

$75,000,000

2

1

1

2

Towers Foundations

$300

EA

$75,000,000

4

1

1

4

$300

EA

$75,000,000

4

1

1

4

 

$1,334             $1,447            
Yerba Buena Island
YBI Approaches

$20

SF

$1,000

20,000

500

40

1

$30

SF

$1,000

30,000

500

30

2

Ramp Modifications

$72

SF

$500

144,000

1,000

36

4

$72

SF

$500

144,000

1,000

36

4

Tunnels

$45

LF

$30,000

1,500

1,500

1

1

$60

LF

$20,000

3,000

1,500

1

2

Approach Viaducts from East spans

$180

SF

$500

360,000

1,800

100

2

$36

SF

$500

72,000

1,800

20

2

 

$317             $198            
East Spans *
Deck Widening (Rail to the Exterior)

$106

SF

$1,200

88,000

11,000

4

2

$106

SF

$1,200

88,000

11,000

4

2

Deck Strengthening

$440

SF

$200

2,200,000

11,000

100

2

$440

SF

$200

2,200,000

11,000

100

2

$546             $546            
Oakland Mole
Fly-Overs

$45

SF

$750

60,000

1,500

20

2

$30

SF

$750

40,000

2,000

20

1

At grade rail

$15

SF

$250

60,000

1,500

20

2

$10

SF

$250

40,000

1,000

20

2

$60             $40            
 
Subtotal $2,450             $2,667            
25% Contingency $612             $667            
Total $3,062             $3,333            
* East spans costs are based on revisions to the design prior to awarding the construction contract.