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


  • National Bridge Inventory (NBI) Statistics
  • 16Number of bridges
  • 250m820ftTotal length
  • $7,708,000Total costs
  • 996,899Total average daily traffic
  • 9,745Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Sausalito
  • No street view available for this location

New bridges - Historical Statistics

  • 41930-1939
  • 21940-1949
  • 91950-1959
  • 12000-2009

Reconstructed bridges - Historical Statistics

  • 11960-1969
  • 01970-1979
  • 11980-1989
  • 11990-1999

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

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Structure Number: 27 003,  Location: 04-MRN-101-12.19-SRF (Lat: 37.987925,  Lng: -122.526358),  Route carried "on" structure: US 101,  Year Built: 1938,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 180,000 (year 2009),  Average Future Daily Traffic: 255,858 (year 2033),  Design Load: H 15,  Features Intersected: LINCOLN AVE-N101 ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.190,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 36.5m (119.8ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 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: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 15,  Bridge Improvement Cost: $940,000,  Roadway Improvement Cost: $188,000,  Total Project Cost: $1,579,000 ( 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-101-0.32-SAUS (Lat: 37.835644,  Lng: -122.484506),  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 2029),  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 12,  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: 37.871558,  Lng: -122.506933),  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: 142,788 (year 2034),  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: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  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 48 months,  Inspection Date: May 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27 0060F,  Location: 04-MRN-101-9.94-SRF (Lat: 37.961464,  Lng: -122.507836),  Route carried "on" structure: Ramp US 101,  Year Built: 2009,  Status: Open,  Structure Length: 43.50m (142.72ft),  Average Daily Traffic: 22,200 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,000 (year 2035),  Design Load: HS 20+Mod,  Features Intersected: US HIGHWAY 101
Minimum Vertical Clearance: 9.99m (32.78ft),  Kilometerpoint: 9.940,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 49.0m (160.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0063R,  Location: 04-MRN-101-1.09-SAUS (Lat: 37.846158,  Lng: -122.486269),  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: 71,157 (year 2036),  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: 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: 9.69m (31.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  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: 37.847456,  Lng: -122.487361),  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: 71,157 (year 2036),  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: May 14,  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
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Structure Number: 27 0066,  Location: 04-MRN-101-1.52-SAUS (Lat: 37.851242,  Lng: -122.490931),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 2,512 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,856 (year 2036),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: WOLFBACK RIDGE RD
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: May 14,  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
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Structure Number: 27 0067,  Location: 04-MRN-101-1.68-SAUS (Lat: 37.852850,  Lng: -122.492236),  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: 142,788 (year 2034),  Design Load: H 20,  Features Intersected: US 101 ON & OFF RAMPS
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 12,  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: 37.879025,  Lng: -122.515044),  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: SR 1, 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-101-0.32-SAUS (Lat: 37.835644,  Lng: -122.484506),  Route carried "under" structure: Business City street ,  Year Built: 1935,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 10,415 (year 2003),  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-101-0.89-SAUS (Lat: 37.843211,  Lng: -122.485800),  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-101-0.89-SAUS (Lat: 37.843267,  Lng: -122.485417),  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: 37.871558,  Lng: -122.506933),  Route carried "under" structure: City street ,  Year Built: 1943,  Structure Length: 2.82m (9.25ft),  Average Daily Traffic: 5,920 (year 2003),  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: 37.851242,  Lng: -122.490931),  Route carried "under" structure: City street ,  Year Built: 1954,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 1,676 (year 2003),  Truck Traffic: 2%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: WOLFBACK RIDGE RD
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: 2.1m (6.9ft)

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Structure Number: 27 0066,  Location: 04-MRN-101-1.52-SAUS (Lat: 37.851242,  Lng: -122.490931),  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: WOLFBACK RIDGE RD
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: 2.1m (6.9ft)

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Structure Number: 27 0067,  Location: 04-MRN-101-1.68-SAUS (Lat: 37.852850,  Lng: -122.492236),  Route carried "under" structure: Ramp City street ,  Year Built: 1954,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,676 (year 2003),  Truck Traffic: 2%,  Features Intersected: US 101 ON & OFF RAMPS,  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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