Bridge Statistics for Novato, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- New bridges - historical statistics
- 11910-1919
- 31920-1929
- 51930-1939
- 21940-1949
- 31950-1959
- 221960-1969
- 251970-1979
- 11980-1989
- 21990-1999
- 52000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 21960-1969
- 01970-1979
- 31980-1989
- 11990-1999
- 62000-2009
- Bridge Condition - Deck
- 63.8%Good
- 8.5%Satisfactory
- 19.1%Fair
- 8.5%Poor
- Bridge Condition - Superstructure
- 83.7%Good
- 4.1%Satisfactory
- 10.2%Fair
- 2.0%Poor
- Bridge Condition - Substructure
- 85.7%Good
- 4.1%Satisfactory
- 8.2%Fair
- 2.0%Critical
- Bridge Condition - Channel
- 6.1%Excellent
- 15.2%Very good
- 42.4%Good
- 27.3%Satisfactory
- 6.1%Fair
- 3.0%Poor
- Bridge Condition - Culverts
- 40.0%Good
- 60.0%Satisfactory
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Structure Number: 27 0003, Location: 04-MRN-101-18.15 (Lat: 38.068019, Lng: -122.538114), Route carried "on" structure: US 101, Year Built: 1928, Year Reconstructed: 1964, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 139,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 189,823 (year 2038), Features Intersected: ARROYO DE SAN JOSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 13, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 67.0m (219.8ft), Out-to-Out Width: 73.0m (239.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27 0003, Location: 04-MRN-101-18.15 (Lat: 38.068019, Lng: -122.538114), Route carried "on" structure: US 101, Year Built: 1928, Year Reconstructed: 1964, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 139,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 189,823 (year 2038), Features Intersected: ARROYO DE SAN JOSE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.150, Lanes on structure: 13, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 29 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 67.0m (219.8ft), Out-to-Out Width: 73.0m (239.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Length Of Structure Improvement: 0.85m (2.79ft), 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 0011L, Location: 04-MRN-037-11.96-NVTO (Lat: 38.087314, Lng: -122.534825), Route carried "on" structure: State highway 37, Year Built: 1959, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 17,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 27,068 (year 2042), Design Load: HS 20+Mod, Features Intersected: NOVATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.960, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Number Of Spans In Main Unit: 30, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27 0011L, Location: 04-MRN-037-11.96-NVTO (Lat: 38.087314, Lng: -122.534825), Route carried "on" structure: State highway 37, Year Built: 1959, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 17,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 27,068 (year 2042), Design Load: HS 20+Mod, Features Intersected: NOVATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.960, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Number Of Spans In Main Unit: 30, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27 0011R, Location: 04-MRN-037-11.96-NVTO (Lat: 38.087139, Lng: -122.534692), Route carried "on" structure: State highway 37, Year Built: 1959, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 17,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 27,068 (year 2042), Design Load: HS 20+Mod, Features Intersected: NOVATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.960, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 30, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 27 0011R, Location: 04-MRN-037-11.96-NVTO (Lat: 38.087139, Lng: -122.534692), Route carried "on" structure: State highway 37, Year Built: 1959, Status: Open, Structure Length: 21.95m (72.01ft), Average Daily Traffic: 17,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 27,068 (year 2042), Design Load: HS 20+Mod, Features Intersected: NOVATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.960, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 30, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.1 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 27 0012, Location: 04-MRN-037-13.04-NVTO (Lat: 38.097603, Lng: -122.521147), Route carried "on" structure: State highway 37, Year Built: 1959, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 34,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 54,136 (year 2042), Features Intersected: SIMONDS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.040, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 29.5m (96.8ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
Structure Number: 27 0012, Location: 04-MRN-037-13.04-NVTO (Lat: 38.097603, Lng: -122.521147), Route carried "on" structure: State highway 37, Year Built: 1959, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 34,000 (year 2009), Truck Traffic: 4%, Average Future Daily Traffic: 54,136 (year 2042), Features Intersected: SIMONDS SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.040, Lanes on structure: 4, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 31 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 29.5m (96.8ft), Out-to-Out Width: 30.7m (100.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2020
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Structure Number: 27 008, Location: 04-MRN-101-13.71-SRF (Lat: 38.006992, Lng: -122.541722), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 18,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 27,077 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: FREITAS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 27.9 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: 19.8 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.47m (27.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,795,000, Roadway Improvement Cost: $359,000, Total Project Cost: $3,015,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 008, Location: 04-MRN-101-13.71-SRF (Lat: 38.006992, Lng: -122.541722), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 8.47m (27.79ft), Average Daily Traffic: 18,000 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 27,077 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: FREITAS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 21 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 17.6m (57.7ft), Out-to-Out Width: 21.2m (69.6ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 27.9 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: 19.8 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.47m (27.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,795,000, Roadway Improvement Cost: $359,000, Total Project Cost: $3,015,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0081F, Location: 04-MRN-037-R11.23-NVTO (Lat: 38.081367, Lng: -122.546250), Route carried "on" structure: Ramp State highway 37, Year Built: 1964, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 3,650 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 5,858 (year 2042), Design Load: HS 20+Mod, Features Intersected: NOVATO BL-N101, NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.230, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0081F, Location: 04-MRN-037-R11.23-NVTO (Lat: 38.081367, Lng: -122.546250), Route carried "on" structure: Ramp State highway 37, Year Built: 1964, Status: Open, Structure Length: 20.18m (66.21ft), Average Daily Traffic: 3,650 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 5,858 (year 2042), Design Load: HS 20+Mod, Features Intersected: NOVATO BL-N101, NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.230, Lanes on structure: 1, Lanes under structure: 3, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0081H, Location: 04-MRN-037-R11.20-NVTO (Lat: 38.079531, Lng: -122.546347), Route carried "on" structure: Ramp State highway 37, Year Built: 1964, Status: Open, Structure Length: 32.28m (105.91ft), Average Daily Traffic: 18,000 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 28,477 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY RD, US 101, NWPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.200, Lanes on structure: 2, Lanes under structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 13, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0081H, Location: 04-MRN-037-R11.20-NVTO (Lat: 38.079531, Lng: -122.546347), Route carried "on" structure: Ramp State highway 37, Year Built: 1964, Status: Open, Structure Length: 32.28m (105.91ft), Average Daily Traffic: 18,000 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 28,477 (year 2040), Design Load: HS 20+Mod, Features Intersected: COUNTY RD, US 101, NWPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.200, Lanes on structure: 2, Lanes under structure: 11, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 13, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0083, Location: 04-MRN-101-18.09-NVTO (Lat: 38.066006, Lng: -122.537853), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 12,900 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 51,990 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: IGNACIO BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 31.4 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: 19.4 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,291,000, Roadway Improvement Cost: $458,000, Total Project Cost: $3,848,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0083, Location: 04-MRN-101-18.09-NVTO (Lat: 38.066006, Lng: -122.537853), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 12,900 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 51,990 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: IGNACIO BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 31.4 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: 19.4 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.17m (26.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $2,291,000, Roadway Improvement Cost: $458,000, Total Project Cost: $3,848,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0084, Location: 04-MRN-101-16.64-NVTO (Lat: 38.048078, Lng: -122.532858), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 7,310 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 16,086 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: CLAY ST / NAVE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 33.4 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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
Structure Number: 27 0084, Location: 04-MRN-101-16.64-NVTO (Lat: 38.048078, Lng: -122.532858), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 7,310 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 16,086 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: CLAY ST / NAVE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 33.4 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, 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: 27 0085F, Location: 04-MRN-101-18.88-NVTO (Lat: 38.077456, Lng: -122.544061), Route carried "on" structure: Ramp US 101, Year Built: 1964, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 15,000 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 34,661 (year 2041), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.880, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0085F, Location: 04-MRN-101-18.88-NVTO (Lat: 38.077456, Lng: -122.544061), Route carried "on" structure: Ramp US 101, Year Built: 1964, Status: Open, Structure Length: 9.30m (30.51ft), Average Daily Traffic: 15,000 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 34,661 (year 2041), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.880, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0086K, Location: 04-MRN-101-18.94-NVTO (Lat: 38.077286, Lng: -122.545914), Route carried "on" structure: Ramp US 101, Year Built: 1964, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 12,500 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 17,330 (year 2041), Design Load: HS 20, Features Intersected: W37-S101 CONNECTOR RAMP, Facility Carried by Structure: S NOVATO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.940, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, 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: 26.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0086K, Location: 04-MRN-101-18.94-NVTO (Lat: 38.077286, Lng: -122.545914), Route carried "on" structure: Ramp US 101, Year Built: 1964, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 12,500 (year 1998), Truck Traffic: 7%, Average Future Daily Traffic: 17,330 (year 2041), Design Load: HS 20, Features Intersected: W37-S101 CONNECTOR RAMP, Facility Carried by Structure: S NOVATO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.940, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, 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: 26.9 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0088, Location: 04-MRN-101-R20.19-NVTO (Lat: 38.091261, Lng: -122.560406), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 33.22m (108.99ft), Average Daily Traffic: 6,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 16,246 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: ROWLAND BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 4, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 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: 27.9 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0088, Location: 04-MRN-101-R20.19-NVTO (Lat: 38.091261, Lng: -122.560406), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 33.22m (108.99ft), Average Daily Traffic: 6,000 (year 1998), Truck Traffic: 1%, Average Future Daily Traffic: 16,246 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: ROWLAND BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 31.1m (102.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 12, Number Of Approach Spans: 4, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 39.5 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: 27.9 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0089, Location: 04-MRN-101-R20.51-NVTO (Lat: 38.096386, Lng: -122.561353), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,796 (year 2041), Design Load: HL 93, Features Intersected: NOVATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.510, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 48.2m (158.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 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: 39.9 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: Better than present minimum criteria, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0089, Location: 04-MRN-101-R20.51-NVTO (Lat: 38.096386, Lng: -122.561353), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,796 (year 2041), Design Load: HL 93, Features Intersected: NOVATO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.510, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 46.9m (153.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 46.9m (153.9ft), Out-to-Out Width: 48.2m (158.1ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 51.5 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: 39.9 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: Better than present minimum criteria, 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: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0090L, Location: 04-MRN-101-R20.89-NVTO (Lat: 38.101914, Lng: -122.561706), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HL 93, Features Intersected: FRANKLIN AV & NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.890, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0090L, Location: 04-MRN-101-R20.89-NVTO (Lat: 38.101914, Lng: -122.561706), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HL 93, Features Intersected: FRANKLIN AV & NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.890, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 22.8m (74.8ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 23.7m (77.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0090R, Location: 04-MRN-101-R20.88-NVTO (Lat: 38.101464, Lng: -122.561353), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HL 93, Features Intersected: FRANKLIN AV & NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.880, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0090R, Location: 04-MRN-101-R20.88-NVTO (Lat: 38.101464, Lng: -122.561353), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HL 93, Features Intersected: FRANKLIN AV & NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.880, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, 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 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0091, Location: 04-MRN-101-R21.11-NVTO (Lat: 38.104950, Lng: -122.562572), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 30,160 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 64,989 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: DE LONG AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.5 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: 38.2 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0091, Location: 04-MRN-101-R21.11-NVTO (Lat: 38.104950, Lng: -122.562572), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 30,160 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 64,989 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: DE LONG AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.5 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: 38.2 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0092L, Location: 04-MRN-101-R21.47-NVTO (Lat: 38.110033, Lng: -122.563981), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HS 20, Features Intersected: OLIVE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.470, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 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: 37.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0092L, Location: 04-MRN-101-R21.47-NVTO (Lat: 38.110033, Lng: -122.563981), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 3.82m (12.53ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HS 20, Features Intersected: OLIVE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.470, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 54.8 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: 37.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0092R, Location: 04-MRN-101-R21.47-NVTO (Lat: 38.109953, Lng: -122.563622), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HL 93, Features Intersected: OLIVE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.470, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0092R, Location: 04-MRN-101-R21.47-NVTO (Lat: 38.109953, Lng: -122.563622), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2012, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HL 93, Features Intersected: OLIVE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.470, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.8m (124.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0093, Location: 04-MRN-101-R22.00-NVTO (Lat: 38.117681, Lng: -122.565492), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 8,760 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 11,448 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: ATHERTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 48.3 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: 30.1 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 27 0093, Location: 04-MRN-101-R22.00-NVTO (Lat: 38.117681, Lng: -122.565492), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 8,760 (year 2001), Truck Traffic: 1%, Average Future Daily Traffic: 11,448 (year 2041), Design Load: HS 20, Features Intersected: U.S. HIGHWAY 101, Facility Carried by Structure: ATHERTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.7m (94.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 48.3 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: 30.1 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 27 0094L, Location: 04-MRN-101-R22.24-NVTO (Lat: 38.121128, Lng: -122.565769), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HS 20, Features Intersected: RUSH LANDING RD & NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.240, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 89.7 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0094L, Location: 04-MRN-101-R22.24-NVTO (Lat: 38.121128, Lng: -122.565769), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HS 20, Features Intersected: RUSH LANDING RD & NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.240, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 89.7 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: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0094R, Location: 04-MRN-101-R22.27-NVTO (Lat: 38.121853, Lng: -122.565528), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HL 93, Features Intersected: RUSH LANDING RD & NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.270, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0094R, Location: 04-MRN-101-R22.27-NVTO (Lat: 38.121853, Lng: -122.565528), Route carried "on" structure: US 101, Year Built: 1974, Year Reconstructed: 2014, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 61,500 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 76,286 (year 2039), Design Load: HL 93, Features Intersected: RUSH LANDING RD & NWP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.270, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 01, Location: 04-MRN-101-R22.04-NVTO (Lat: 38.117556, Lng: -122.566111), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 123,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 153,592 (year 2041), Features Intersected: RUSH CREEK (S BRANCH)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 27 01, Location: 04-MRN-101-R22.04-NVTO (Lat: 38.117556, Lng: -122.566111), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 123,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 153,592 (year 2041), Features Intersected: RUSH CREEK (S BRANCH)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 44.5m (146.0ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 27 0101, Location: 04-MRN-101-R22.13-NVTO (Lat: 38.119722, Lng: -122.566111), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 123,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 153,592 (year 2041), Features Intersected: RUSH CREEK (N BRANCH)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.130, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 64.3m (211.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
Structure Number: 27 0101, Location: 04-MRN-101-R22.13-NVTO (Lat: 38.119722, Lng: -122.566111), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 123,000 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 153,592 (year 2041), Features Intersected: RUSH CREEK (N BRANCH)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.130, Lanes on structure: 10, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 64.3m (211.0ft), Skew: 23 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: May 2019
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Structure Number: 27 0103Y, Location: 04-MRN-101-R21.15-NVTO (Lat: 38.105125, Lng: -122.564036), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 30,155 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 64,989 (year 2041), Design Load: HS 20, Features Intersected: NCRRA (OLD NWP RR), Facility Carried by Structure: DE LONG AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.150, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 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: 39.5 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0103Y, Location: 04-MRN-101-R21.15-NVTO (Lat: 38.105125, Lng: -122.564036), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 30,155 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 64,989 (year 2041), Design Load: HS 20, Features Intersected: NCRRA (OLD NWP RR), Facility Carried by Structure: DE LONG AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.150, Lanes on structure: 5, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 29.6m (97.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 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: 39.5 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0104Y, Location: 04-MRN-101-R22.04-NVTO (Lat: 38.118044, Lng: -122.566633), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 8,800 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 10,831 (year 2041), Design Load: HS 20, Features Intersected: NCRRA (OLD NWP RR), Facility Carried by Structure: ATHERTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 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: 41.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0104Y, Location: 04-MRN-101-R22.04-NVTO (Lat: 38.118044, Lng: -122.566633), Route carried "on" structure: US 101, Year Built: 1974, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 8,800 (year 2000), Truck Traffic: 1%, Average Future Daily Traffic: 10,831 (year 2041), Design Load: HS 20, Features Intersected: NCRRA (OLD NWP RR), Facility Carried by Structure: ATHERTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.040, Lanes on structure: 6, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 28.3m (92.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 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: 41.8 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0108H, Location: 04-MRN-101-18.96-NVTO (Lat: 38.079736, Lng: -122.544381), Route carried "on" structure: Ramp State highway 101, Year Built: 1964, Status: Open, Structure Length: 22.16m (72.70ft), Average Daily Traffic: 14,500 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 33,802 (year 2041), Design Load: HS 20+Mod, Features Intersected: S NOVATO BL,N101 & NWPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.960, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0108H, Location: 04-MRN-101-18.96-NVTO (Lat: 38.079736, Lng: -122.544381), Route carried "on" structure: Ramp State highway 101, Year Built: 1964, Status: Open, Structure Length: 22.16m (72.70ft), Average Daily Traffic: 14,500 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 33,802 (year 2041), Design Load: HS 20+Mod, Features Intersected: S NOVATO BL,N101 & NWPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.960, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes (Inventory Route: 1, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27 0115, Location: 04-MRN-101-25.50 (Lat: 38.162792, Lng: -122.575478), Route carried "on" structure: Ramp US 101, Year Built: 2006, Year Reconstructed: 2014, Status: Open, Structure Length: 7.72m (25.33ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 1,287 (year 2041), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.500, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27 0115, Location: 04-MRN-101-25.50 (Lat: 38.162792, Lng: -122.575478), Route carried "on" structure: Ramp US 101, Year Built: 2006, Year Reconstructed: 2014, Status: Open, Structure Length: 7.72m (25.33ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 40%, Average Future Daily Traffic: 1,287 (year 2041), Design Load: HS 20+Mod, Features Intersected: U.S. HIGHWAY 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.500, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.4m (139.1ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27C0021, Location: AT VIRGINIA AVENUE (Lat: 38.109339, Lng: -122.582444), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6,711 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 12,706 (year 2040), Features Intersected: NOVATO CREEK, Facility Carried by Structure: GRANT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 27.2 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: 21.1 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C0021, Location: AT VIRGINIA AVENUE (Lat: 38.109339, Lng: -122.582444), Route carried "on" structure: City street , Year Built: 1936, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6,711 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 12,706 (year 2040), Features Intersected: NOVATO CREEK, Facility Carried by Structure: GRANT AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 27.2 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: 21.1 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: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C0024, Location: 0.5 MILE S OF SUTRO AVE. (Lat: 38.114475, Lng: -122.603486), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 10,024 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 11,049 (year 2040), Design Load: HS 20, Features Intersected: NOVATO CREEK, Facility Carried by Structure: NOVATO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27C0024, Location: 0.5 MILE S OF SUTRO AVE. (Lat: 38.114475, Lng: -122.603486), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 10,024 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 11,049 (year 2040), Design Load: HS 20, Features Intersected: NOVATO CREEK, Facility Carried by Structure: NOVATO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27C003, Location: 0.15 MI N MILLER AVE (Lat: 37.895208, Lng: -122.529903), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,000 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 7,206 (year 2041), Features Intersected: AYO CORTE MADERA DEL PRE, Facility Carried by Structure: CAMINO ALTO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 28.6m (93.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 27C003, Location: 0.15 MI N MILLER AVE (Lat: 37.895208, Lng: -122.529903), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,000 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 7,206 (year 2041), Features Intersected: AYO CORTE MADERA DEL PRE, Facility Carried by Structure: CAMINO ALTO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.1m (26.6ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 3.1m (10.2ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 28.6m (93.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 27C0037, Location: 1 MILE N INTXN SUTRO AVE. (Lat: 38.123094, Lng: -122.625597), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,420 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 3,868 (year 2040), Design Load: HS 20, Features Intersected: BOWMAN CANYON, Facility Carried by Structure: NOVATO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Critical, Channel: Poor, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $24,000, Total Project Cost: $208,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C0037, Location: 1 MILE N INTXN SUTRO AVE. (Lat: 38.123094, Lng: -122.625597), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,420 (year 2010), Truck Traffic: 15%, Average Future Daily Traffic: 3,868 (year 2040), Design Load: HS 20, Features Intersected: BOWMAN CANYON, Facility Carried by Structure: NOVATO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Critical, Channel: Poor, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $24,000, Total Project Cost: $208,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C0038, Location: AT NOVATO BLVD (Lat: 38.103297, Lng: -122.572950), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25,882 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 30,941 (year 2040), Design Load: HS 20, Features Intersected: NOVATO CREEK, Facility Carried by Structure: DIABLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C0038, Location: AT NOVATO BLVD (Lat: 38.103297, Lng: -122.572950), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 25,882 (year 2009), Truck Traffic: 15%, Average Future Daily Traffic: 30,941 (year 2040), Design Load: HS 20, Features Intersected: NOVATO CREEK, Facility Carried by Structure: DIABLO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 25.9m (85.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 30.0m (98.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C005, Location: 3.0 MI E OF US HWY 101 (Lat: 37.967897, Lng: -122.559803), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 1950, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 32,300 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 52,338 (year 2041), Features Intersected: CORTE MADERA CREEK, Facility Carried by Structure: SIR FRANCIS DRAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 27C005, Location: 3.0 MI E OF US HWY 101 (Lat: 37.967897, Lng: -122.559803), Route carried "on" structure: City street , Year Built: 1926, Year Reconstructed: 1950, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 32,300 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 52,338 (year 2041), Features Intersected: CORTE MADERA CREEK, Facility Carried by Structure: SIR FRANCIS DRAKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 27C0051, Location: 0.6 MI N OF US 101 (Lat: 38.180981, Lng: -122.602972), Route carried "on" structure: County highway , Year Built: 1917, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 200 (year 1979), Truck Traffic: 2%, Average Future Daily Traffic: 216 (year 2040), Features Intersected: SOUTH SAN ANTONIO CREEK, Facility Carried by Structure: SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C0051, Location: 0.6 MI N OF US 101 (Lat: 38.180981, Lng: -122.602972), Route carried "on" structure: County highway , Year Built: 1917, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 200 (year 1979), Truck Traffic: 2%, Average Future Daily Traffic: 216 (year 2040), Features Intersected: SOUTH SAN ANTONIO CREEK, Facility Carried by Structure: SAN ANTONIO RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 25.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C0055, Location: EAST OF US 101 (Lat: 38.066367, Lng: -122.536558), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 25,546 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 23,988 (year 2036), Design Load: HS 20+Mod, Features Intersected: NCRRA\NWP RR, Facility Carried by Structure: IGNACIO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C0055, Location: EAST OF US 101 (Lat: 38.066367, Lng: -122.536558), Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 25,546 (year 2009), Truck Traffic: 2%, Average Future Daily Traffic: 23,988 (year 2036), Design Load: HS 20+Mod, Features Intersected: NCRRA\NWP RR, Facility Carried by Structure: IGNACIO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 26.8m (87.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported in metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C008, Location: 150 FT E OF NOKOMIS (Lat: 37.978133, Lng: -122.566061), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,304 (year 2040), Features Intersected: SAN ANSELMO CREEK, Facility Carried by Structure: MADRONE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C008, Location: 150 FT E OF NOKOMIS (Lat: 37.978133, Lng: -122.566061), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,500 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 1,304 (year 2040), Features Intersected: SAN ANSELMO CREEK, Facility Carried by Structure: MADRONE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C0086, Location: JUST N COMMERCIAL DR (Lat: 38.068789, Lng: -122.535375), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1987, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 20,883 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 22,099 (year 2040), Features Intersected: ARROYO SAN JOSE, Facility Carried by Structure: BEL MARIN KEYS BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C0086, Location: JUST N COMMERCIAL DR (Lat: 38.068789, Lng: -122.535375), Route carried "on" structure: City street , Year Built: 1970, Year Reconstructed: 1987, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 20,883 (year 2010), Truck Traffic: 2%, Average Future Daily Traffic: 22,099 (year 2040), Features Intersected: ARROYO SAN JOSE, Facility Carried by Structure: BEL MARIN KEYS BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 26.2m (86.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C0088, Location: 0.1 MI SW OF NOVATO BLVD (Lat: 38.101564, Lng: -122.574356), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,723 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 24,310 (year 2040), Features Intersected: WARNER CREEK, Facility Carried by Structure: DIABLO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C0088, Location: 0.1 MI SW OF NOVATO BLVD (Lat: 38.101564, Lng: -122.574356), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 7,723 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 24,310 (year 2040), Features Intersected: WARNER CREEK, Facility Carried by Structure: DIABLO BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C0089, Location: 0.1 MI S NOVATO BLVD (Lat: 38.116433, Lng: -122.610061), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,153 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 10,056 (year 2040), Features Intersected: NOVATO CREEK, Facility Carried by Structure: SUTRO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C0089, Location: 0.1 MI S NOVATO BLVD (Lat: 38.116433, Lng: -122.610061), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1972, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,153 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 10,056 (year 2040), Features Intersected: NOVATO CREEK, Facility Carried by Structure: SUTRO AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 16.1m (52.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 26.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 27C0091, Location: 0.1 MI SW NOVATO BLVD (Lat: 38.104781, Lng: -122.579978), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,458 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,889 (year 2036), Features Intersected: WARNER CREEK, Facility Carried by Structure: TAMALPAIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 27C0091, Location: 0.1 MI SW NOVATO BLVD (Lat: 38.104781, Lng: -122.579978), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 4,458 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,889 (year 2036), Features Intersected: WARNER CREEK, Facility Carried by Structure: TAMALPAIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 64.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous