Bridge Statistics for Lakeport, California (CA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 92ft / 27.8mTotal length
- 56,901Total average daily traffic
- 3,284Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lakeport
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 71970-1979
- 22010-2019
- Bridge Condition - Deck
- 75.0%Good
- 25.0%Fair
- Bridge Condition - Superstructure
- 25.0%Good
- 75.0%Fair
- Bridge Condition - Substructure
- 87.5%Good
- 12.5%Fair
- Bridge Condition - Channel
- 40.0%Excellent
- 40.0%Good
- 20.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 14 0038L, Location: 01-LAK-029-R42.68 (Lat: 39.049892, Lng: -122.931550), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 6,725 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 12,635 (year 2040), Design Load: HS 20, Features Intersected: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.680, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 44.4 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: 29.8 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14 0038L, Location: 01-LAK-029-R42.68 (Lat: 39.049892, Lng: -122.931550), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 6,725 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 12,635 (year 2040), Design Load: HS 20, Features Intersected: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.680, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 44.4 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: 29.8 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14 0038R, Location: 01-LAK-029-R42.68 (Lat: 39.049878, Lng: -122.931319), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 6,725 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 12,635 (year 2040), Design Load: HS 20, Features Intersected: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.680, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 44.4 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: 29.8 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14 0038R, Location: 01-LAK-029-R42.68 (Lat: 39.049878, Lng: -122.931319), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 6,725 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 12,635 (year 2040), Design Load: HS 20, Features Intersected: 11TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.680, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 44.4 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: 29.8 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: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14 0067, Location: 01-LAK-029-R38.91 (Lat: 39.003133, Lng: -122.898775), Route carried "on" structure: State highway 29, Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 12,100 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 19,422 (year 2040), Features Intersected: MANNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.910, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14 0067, Location: 01-LAK-029-R38.91 (Lat: 39.003133, Lng: -122.898775), Route carried "on" structure: State highway 29, Year Built: 1966, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 12,100 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 19,422 (year 2040), Features Intersected: MANNING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.910, Lanes on structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14 0068, Location: 01-LAK-029-R41.42 (Lat: 39.033056, Lng: -122.924136), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,970 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 29, Facility Carried by Structure: LAKEPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 68.4 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: 52.8 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14 0068, Location: 01-LAK-029-R41.42 (Lat: 39.033056, Lng: -122.924136), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 1,300 (year 1998), Truck Traffic: 2%, Average Future Daily Traffic: 1,970 (year 2042), Design Load: HS 20+Mod, Features Intersected: STATE ROUTE 29, Facility Carried by Structure: LAKEPORT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 68.4 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: 52.8 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14 0069L, Location: 01-LAK-029-R42.00 (Lat: 39.040289, Lng: -122.929808), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 6,725 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 12,635 (year 2040), Design Load: HS 20, Features Intersected: MARTIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.3 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: 37.9 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14 0069L, Location: 01-LAK-029-R42.00 (Lat: 39.040289, Lng: -122.929808), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 6,725 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 12,635 (year 2040), Design Load: HS 20, Features Intersected: MARTIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 59.3 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: 37.9 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14 0069R, Location: 01-LAK-029-R42.00 (Lat: 39.040286, Lng: -122.929531), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 6,725 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 12,635 (year 2040), Design Load: HS 20, Features Intersected: MARTIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 58.0 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: 36.9 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14 0069R, Location: 01-LAK-029-R42.00 (Lat: 39.040286, Lng: -122.929531), Route carried "on" structure: State highway 29, Year Built: 1972, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 6,725 (year 2009), Truck Traffic: 6%, Average Future Daily Traffic: 12,635 (year 2040), Design Load: HS 20, Features Intersected: MARTIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes (, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 58.0 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: 36.9 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.02m (13.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14C0046, Location: 0.9 MI E/O SR 29 (Lat: 39.011214, Lng: -122.900403), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 1,545 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 2,342 (year 2042), Design Load: HS 20, Features Intersected: MANNING CREEK, Facility Carried by Structure: SODA BAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14C0046, Location: 0.9 MI E/O SR 29 (Lat: 39.011214, Lng: -122.900403), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 1,545 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 2,342 (year 2042), Design Load: HS 20, Features Intersected: MANNING CREEK, Facility Carried by Structure: SODA BAY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14C0066, Location: 0.6 MI EAST OF SR 29 (Lat: 39.040369, Lng: -122.919481), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,046 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,648 (year 2044), Features Intersected: FORBES CREEK, Facility Carried by Structure: MARTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 14C0066, Location: 0.6 MI EAST OF SR 29 (Lat: 39.040369, Lng: -122.919481), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 1,046 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 1,648 (year 2044), Features Intersected: FORBES CREEK, Facility Carried by Structure: MARTIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.3m (30.5ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 14C0123, Location: 0.1 MI S OF SR 175 (Lat: 38.998439, Lng: -122.912542), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 310 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 519 (year 2038), Design Load: HL 93, Features Intersected: MANNING CREEK, Facility Carried by Structure: MATHEWS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14C0123, Location: 0.1 MI S OF SR 175 (Lat: 38.998439, Lng: -122.912542), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.24m (7.35ft), Average Daily Traffic: 310 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 519 (year 2038), Design Load: HL 93, Features Intersected: MANNING CREEK, Facility Carried by Structure: MATHEWS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.9m (22.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14C0126, Location: 0.1 MI N/O MATHEWS RD (Lat: 38.998575, Lng: -122.907861), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 250 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 410 (year 2044), Design Load: Greater than HL93, Features Intersected: MANNING CREEK, Facility Carried by Structure: ACKLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 14C0126, Location: 0.1 MI N/O MATHEWS RD (Lat: 38.998575, Lng: -122.907861), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 250 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 410 (year 2044), Design Load: Greater than HL93, Features Intersected: MANNING CREEK, Facility Carried by Structure: ACKLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 14 0068, Location: 01-LAK-029-R41.42 (Lat: 39.033056, Lng: -122.924136), Route carried "under" structure: State highway 29, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 13,450 (year 2009), Truck Traffic: 6%, Features Intersected: STATE ROUTE 29, Facility Carried by Structure: LAKEPORT BLVD
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 41.420, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 14 0068, Location: 01-LAK-029-R41.42 (Lat: 39.033056, Lng: -122.924136), Route carried "under" structure: State highway 29, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 13,450 (year 2009), Truck Traffic: 6%, Features Intersected: STATE ROUTE 29, Facility Carried by Structure: LAKEPORT BLVD
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 41.420, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 27.4m (89.9ft)