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


  • National Bridge Inventory (NBI) Statistics
  • 11Number of bridges
  • 75ft / 22.9mTotal length
  • 327,870Total average daily traffic
  • 380Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Lucas Valley-Marinwood
  • No street view available for this location

New bridges in Lucas Valley-Marinwood, CA - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11950-1959
  • 71960-1969
  • 11970-1979
  • 11980-1989
Average Bridge Daily Traffic in Lucas Valley-Marinwood, CA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.0%Good
  • 25.0%Satisfactory
  • 50.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 50.0%Good
  • 12.5%Satisfactory
  • 37.5%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 75.0%Good
  • 12.5%Satisfactory
  • 12.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 42.9%Very good
  • 14.3%Good
  • 28.6%Satisfactory
  • 14.3%Fair
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Structure Number: 27 0004,  Location: 04-MRN-101-15.35 (Lat: 38.030339,  Lng: -122.537236),  Route carried "on" structure: US 101,  Year Built: 1952,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 151,000 (year 2009),  Average Future Daily Traffic: 219,074 (year 2038),  Design Load: HS 20,  Features Intersected: MILLER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.350,  Lanes on structure: 9,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 41.8m (137.1ft),  Skew: 32 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 42.0m (137.8ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27 0082,  Location: 04-MRN-101-15.57 (Lat: 38.033544,  Lng: -122.537650),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 9,280 (year 1998),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,355 (year 2043),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MILLER CREEK ROAD
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: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27C0083,  Location: 0.3 MI INTX LUCAS VLY RD (Lat: 38.030358,  Lng: -122.545153),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 3,830 (year 1977),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,732 (year 2043),  Design Load: HS 20,  Features Intersected: MILLER CREEK,  Facility Carried by Structure: LAS GALLINAS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C0132,  Location: 0.08 MI N LUCAS VALLEY RD (Lat: 38.029381,  Lng: -122.576219),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 2.69m (8.83ft),  Average Daily Traffic: 500 (year 1973),  Truck Traffic: 2%,  Average Future Daily Traffic: 764 (year 2041),  Design Load: H 20,  Features Intersected: MILLER CREEK,  Facility Carried by Structure: MOUNT SHASTA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27C0133,  Location: LUCAS VLY RD INTERSECTION (Lat: 38.032156,  Lng: -122.583653),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 800 (year 1973),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,091 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MILLER CREEK,  Facility Carried by Structure: MT MCKINLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27C0134,  Location: 0.06 MI N LUCAS VALLEY RD (Lat: 38.026081,  Lng: -122.568756),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 980 (year 1973),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,308 (year 2041),  Features Intersected: MILLER CREEK,  Facility Carried by Structure: MOUNT LASSEN DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 35.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27C0135,  Location: 0.06 MI N LUCAS VALLEY RD (Lat: 38.026097,  Lng: -122.568606),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 980 (year 1973),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,308 (year 2041),  Design Load: HS 20,  Features Intersected: MILLER CREEK,  Facility Carried by Structure: MOUNT LASSEN DR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27C0155,  Location: 0.1 MI N LUCAS VALLEY RD (Lat: 38.034711,  Lng: -122.587219),  Route carried "on" structure: County highway ,  Year Built: 1987,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 500 (year 1988),  Truck Traffic: 2%,  Average Future Daily Traffic: 644 (year 2036),  Design Load: HS 20,  Features Intersected: MILLER CREEK,  Facility Carried by Structure: BRIDGEGATE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 79.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0082,  Location: 04-MRN-101-15.57 (Lat: 38.033544,  Lng: -122.537650),  Route carried "under" structure: US 101,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 150,000 (year 2009),  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MILLER CREEK ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 15.570,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 27 0082,  Location: 04-MRN-101-15.57 (Lat: 38.033544,  Lng: -122.537650),  Route carried "under" structure: Ramp US 101,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2001),  Truck Traffic: 1%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MILLER CREEK ROAD
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 15.570,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 27 0082,  Location: 04-MRN-101-15.57 (Lat: 38.033544,  Lng: -122.537650),  Route carried "under" structure: Ramp US 101,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2001),  Truck Traffic: 1%,  Features Intersected: U.S. HIGHWAY 101,  Facility Carried by Structure: MILLER CREEK ROAD
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 15.570,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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