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Bridge Statistics for Sausalito, California (CA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 15
Total length: 291 meters (955ft)
Total costs: $67,412,000
Total average daily traffic: 927,699
Total average daily truck traffic: 11,295
National Bridge Inventory (NBI) Registered Bridges for Sausalito
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New bridges - Historical Statistics

  • 1930-1939: 3
  • 1940-1949: 2
  • 1950-1959: 10

Reconstructed bridges - Historical Statistics

  • 1960-1969: 2
  • 1970-1979: 0
  • 1980-1989: 0
  • 1990-1999: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 27 001,  Location: 04-MRN-101-4.03-SAUS (Lat: 37.883333,  Lng: -122.516667),  Route carried "on" structure: US 101,  Year Built: 1957,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 87.29m (286.38ft),  Average Daily Traffic: 133,000 (year 2009),  Truck Traffic: 2%,  Average Future Daily Traffic: 167,400 (year 2027),  Design Load: HS 20,  Features Intersected: RTE1, RICH BY, FRNTGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.030,  Lanes on structure: 10,  Lanes under structure: 5,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 39 degrees,  Navigation Control: Yes ( Vertical Clearance: 12.8m (42.0ft), Horizontal Clearance: 17.1m (56.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 21,  Number Of Approach Spans: 23,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 39.7m (130.2ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 87.29m (286.38ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 10,  Underwater Inspection Date: January 2008,  Bridge Improvement Cost: $36,478,000,  Roadway Improvement Cost: $7,295,000,  Total Project Cost: $61,283,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27 0038,  Location: 04-MRN-101-.32-SAUS (Lat: 37.836667,  Lng: -122.483333),  Route carried "on" structure: US 101,  Year Built: 1935,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 106,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 139,500 (year 2027),  Design Load: HS 20,  Features Intersected: SAUSALITO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 37.4m (122.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 92.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2008,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $534,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27 0042,  Location: 04-MRN-101-3.33-SAUS (Lat: 37.871667,  Lng: -122.506667),  Route carried "on" structure: US 101,  Year Built: 1943,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 106,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 139,500 (year 2027),  Design Load: HS 20,  Features Intersected: DONAHUE ST/N. BRIDGE BLD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.330,  Lanes on structure: 10,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 49.5m (162.4ft),  Skew: 39 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.2m (20.3ft),  Curb-To-Curb Width: 49.0m (160.8ft),  Out-to-Out Width: 52.3m (171.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27 0063R,  Location: 04-MRN-101-1.09-SAUS (Lat: 37.846667,  Lng: -122.488333),  Route carried "on" structure: US 101,  Year Built: 1954,  Status: Open,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 53,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 69,750 (year 2027),  Design Load: HS 20,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.090,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.69m (31.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $1,256,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $2,110,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0064R,  Location: 04-MRN-101-1.19-SAUS (Lat: 37.848333,  Lng: -122.486667),  Route carried "on" structure: US 101,  Year Built: 1954,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 53,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 69,750 (year 2027),  Design Load: HS 20,  Features Intersected: HILLSIDE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.190,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $1,061,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $1,782,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27 0066,  Location: 04-MRN-101-1.52-SAUS (Lat: 37.851667,  Lng: -122.490000),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 2,512 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,800 (year 2030),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: SPENCER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.57m (31.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $1,014,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $1,703,000 ( Estimate for 2010),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27 0067,  Location: 04-MRN-101-1.68-SAUS (Lat: 37.853333,  Lng: -122.491667),  Route carried "on" structure: US 101,  Year Built: 1954,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 106,000 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 139,500 (year 2027),  Design Load: H 20,  Features Intersected: MONTE MAR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.680,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 34.0m (111.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 36.5m (119.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27 001,  Location: 04-MRN-101-4.03-SAUS (Lat: 37.883333,  Lng: -122.516667),  Route carried "under" structure: State highway 1,  Year Built: 1957,  Structure Length: 87.29m (286.38ft),  Average Daily Traffic: 30,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: RTE1, RICH BY, FRNTGE RD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 27 0038,  Location: 04-MRN-101-.32-SAUS (Lat: 37.836667,  Lng: -122.483333),  Route carried "under" structure: Business City street ,  Year Built: 1935,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 10,415 (year 1997),  Truck Traffic: 3%,  Features Intersected: SAUSALITO ROAD,  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 27 0040L,  Location: 04-MRN-101-.89-SAUS (Lat: 37.843194,  Lng: -122.485878),  Route carried "under" structure: US 101,  Year Built: 1937,  Structure Length: 30.48m (100.00ft),  Average Daily Traffic: 106,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: WALDO TUNNEL
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.089,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tunnel,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 27 0040R,  Location: 04-MRN-101-.89-SAUS (Lat: 37.843250,  Lng: -122.485472),  Route carried "under" structure: US 101,  Year Built: 1954,  Structure Length: 30.48m (100.00ft),  Average Daily Traffic: 106,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: WALDO TUNNEL
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.089,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Tunnel,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 27 0042,  Location: 04-MRN-101-3.33-SAUS (Lat: 37.871667,  Lng: -122.506667),  Route carried "under" structure: City street ,  Year Built: 1943,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 5,920 (year 1998),  Truck Traffic: 3%,  Features Intersected: DONAHUE ST/N. BRIDGE BLD,  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 6.2m (20.3ft)

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Structure Number: 27 0066,  Location: 04-MRN-101-1.52-SAUS (Lat: 37.851667,  Lng: -122.490000),  Route carried "under" structure: US 101,  Year Built: 1954,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 106,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: SPENCER AVENUE
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.152,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 27 0066,  Location: 04-MRN-101-1.52-SAUS (Lat: 37.851667,  Lng: -122.490000),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 1,676 (year 1998),  Truck Traffic: 2%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: SPENCER AVENUE
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 27 0067,  Location: 04-MRN-101-1.68-SAUS (Lat: 37.853333,  Lng: -122.491667),  Route carried "under" structure: Ramp City street ,  Year Built: 1954,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,676 (year 1998),  Truck Traffic: 2%,  Features Intersected: MONTE MAR DRIVE,  Facility Carried by Structure: U.S. HIGHWAY 101
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 11.4m (37.4ft)

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