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

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Structure Number: 22 0021,  Location: 03-YOL-275-13.07-WSAC (Lat: 38.580839,  Lng: -121.509708),  Route carried "on" structure: State highway 275,  Year Built: 1934,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 22.49m (73.79ft),  Average Daily Traffic: 12,000 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 23,770 (year 2041),  Features Intersected: SACRAMENTO RIVER (TOWER),  Facility Carried by Structure: WEST CAPITOL AVE
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 13.070,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Navigation Control: Yes ( Vertical Clearance: 30.5m (100.1ft), Horizontal Clearance: 52.4m (171.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 7,  Length of Maximum Span: 63.9m (209.6ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0026L,  Location: 03-YOL-080-R11.31-WSAC (Lat: 38.593117,  Lng: -121.551517),  Route carried "on" structure: Interstate 80,  Year Built: 1971,  Status: Open,  Structure Length: 123.44m (404.99ft),  Average Daily Traffic: 43,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 71,922 (year 2041),  Design Load: HS 20,  Features Intersected: SACRAMENTO RIVER (BRYTE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.310,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 107.1m (351.4ft)),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 112.8m (370.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.5 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: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0026R,  Location: 03-YOL-080-R11.31-WSAC (Lat: 38.592981,  Lng: -121.551181),  Route carried "on" structure: Interstate 80,  Year Built: 1971,  Status: Open,  Structure Length: 123.44m (404.99ft),  Average Daily Traffic: 43,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 71,922 (year 2041),  Design Load: HS 20,  Features Intersected: SACRAMENTO RIVER (BRYTE)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.310,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 107.1m (351.4ft)),  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 22,  Length of Maximum Span: 112.8m (370.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.5 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: 22.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: Febuary 2021,  Critical Feature Inspection Date: December 2020,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0045,  Location: 03-YOL-080-7.25 (Lat: 38.567969,  Lng: -121.612325),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 268.22m (879.99ft),  Average Daily Traffic: 135,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 212,000 (year 2040),  Design Load: HS 20,  Features Intersected: YOLO CAUSEWAY EAST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.250,  Lanes on structure: 6,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 220,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 0.0m,  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 40.7m (133.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 01,  Location: 03-YOL-080-9.18 (Lat: 38.573983,  Lng: -121.577747),  Route carried "on" structure: Interstate 80,  Year Built: 1951,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 145,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 217,000 (year 2040),  Design Load: HS 20,  Features Intersected: ENTERPRISE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.180,  Lanes on structure: 10,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Skew: 33 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 55.4m (181.8ft),  Out-to-Out Width: 56.7m (186.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 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,  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: 22 0101L,  Location: 03-YOL-505-11.68 (Lat: 38.694756,  Lng: -121.954406),  Route carried "on" structure: Interstate 505,  Year Built: 1977,  Status: Open,  Structure Length: 18.24m (59.84ft),  Average Daily Traffic: 11,000 (year 2010),  Truck Traffic: 27%,  Average Future Daily Traffic: 14,358 (year 2041),  Design Load: HS 20,  Features Intersected: CACHE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.680,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: 5,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 70.0 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: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0102,  Location: 03-YOL-050-2.18-WSAC (Lat: 38.575842,  Lng: -121.530822),  Route carried "on" structure: Interstate 50,  Year Built: 1951,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 90,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 149,000 (year 2040),  Design Load: HS 20,  Features Intersected: WESTACRE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.180,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 31 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 45.3m (148.6ft),  Out-to-Out Width: 46.5m (152.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,536,000,  Roadway Improvement Cost: $307,000,  Total Project Cost: $2,580,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0102S,  Location: 03-YOL-050-2.17-WSAC (Lat: 38.575697,  Lng: -121.530817),  Route carried "on" structure: Ramp State highway 50,  Year Built: 1966,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 5,000 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,168 (year 2040),  Design Load: HS 20,  Features Intersected: WESTACRE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.170,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0103K,  Location: 03-YOL-050-2.47-WSAC (Lat: 38.577794,  Lng: -121.525519),  Route carried "on" structure: Ramp State highway 50,  Year Built: 1951,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: HS 20,  Features Intersected: JEFFERSON BLVD (OLD 84)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.470,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 44.1 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: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $48,000,  Total Project Cost: $406,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0106L,  Location: 03-YOL-050-2.48-WSAC (Lat: 38.577189,  Lng: -121.525525),  Route carried "on" structure: Interstate 50,  Year Built: 1966,  Status: Open,  Structure Length: 13.99m (45.90ft),  Average Daily Traffic: 43,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 74,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JEFFERSON BLVD (OLD 84)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.480,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Other Special Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0106R,  Location: 03-YOL-050-2.48-WSAC (Lat: 38.576972,  Lng: -121.525469),  Route carried "on" structure: Interstate 50,  Year Built: 1966,  Status: Open,  Structure Length: 12.92m (42.39ft),  Average Daily Traffic: 43,000 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 74,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: JEFFERSON BLVD (OLD 84)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.480,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  Other Special Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0108,  Location: 03-YOL-050-1.20-WSAC (Lat: 38.575403,  Lng: -121.548867),  Route carried "on" structure: County highway ,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.55m (28.05ft),  Average Daily Traffic: 15,000 (year 2015),  Truck Traffic: 25%,  Average Future Daily Traffic: 22,000 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 50,  Facility Carried by Structure: HARBOR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 30 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 34.8m (114.2ft),  Out-to-Out Width: 39.6m (129.9ft)

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: 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 012,  Location: 03-YOL-113-R2.08-DVS (Lat: 38.560783,  Lng: -121.768186),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 10,000 (year 2016),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 20,  Features Intersected: STATE ROUTE 113,  Facility Carried by Structure: WEST COVELL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.5 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0129S,  Location: 03-YOL-050-2.44-WSAC (Lat: 38.576694,  Lng: -121.526572),  Route carried "on" structure: Ramp State highway 50,  Year Built: 1966,  Status: Open,  Structure Length: 36.27m (119.00ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,000 (year 2040),  Design Load: HS 20,  Features Intersected: US 50 & JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.440,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 23.3 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: 17.8 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: Meets minimum limits,  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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22 0130L,  Location: 03-YOL-113-R10.22 (Lat: 38.677014,  Lng: -121.751169),  Route carried "on" structure: State highway 113,  Year Built: 1973,  Status: Open,  Structure Length: 6.91m (22.67ft),  Average Daily Traffic: 3,250 (year 2016),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,100 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: YOLO SHORTLINE RR, MAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.220,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 1,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.4 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22 0131L,  Location: 03-YOL-080-R10.62-WSAC (Lat: 38.584217,  Lng: -121.557536),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 42,500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 67,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR, BNSF RY, & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.620,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 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: 45.4 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: 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0131R,  Location: 03-YOL-080-R10.63-WSAC (Lat: 38.584319,  Lng: -121.557064),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 39,500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 51,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UP RR, BNSF RY, & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.630,  Lanes on structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.1m (72.5ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 63.5 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: 45.4 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: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0140R,  Location: 03-YOL-080-R9.86-WSAC (Lat: 38.575300,  Lng: -121.564858),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 12.16m (39.90ft),  Average Daily Traffic: 70,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 95,527 (year 2040),  Design Load: HS 20,  Features Intersected: U.S. HIGHWAY 50 (I-305)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.860,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22 0141F,  Location: 03-YOL-080-R10.02-WSAC (Lat: 38.575053,  Lng: -121.561819),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 48.04m (157.61ft),  Average Daily Traffic: 20,000 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 30,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 80, US 50,W CAPITOL AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.020,  Lanes on structure: 2,  Lanes under structure: 18,  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: 14,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0142L,  Location: 03-YOL-080-R10.16-WSAC (Lat: 38.578314,  Lng: -121.561522),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 5.11m (16.77ft),  Average Daily Traffic: 39,500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 51,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: W CAPITOL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.160,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.4 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: 39.2 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: Better than present minimum criteria,  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: 22 0142R,  Location: 03-YOL-080-R10.16-WSAC (Lat: 38.578325,  Lng: -121.561069),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 33,000 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 51,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: W CAPITOL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.160,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.6m (87.3ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.6 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: 47.3 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: Somewhat better than minimum adequacy,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0149L,  Location: 03-YOL-080-R11.21-WSAC (Lat: 38.591808,  Lng: -121.552408),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 41,500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 105,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.210,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 24.1m (79.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22 0149R,  Location: 03-YOL-080-R11.22-WSAC (Lat: 38.591781,  Lng: -121.551947),  Route carried "on" structure: Interstate 80,  Year Built: 1970,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 41,500 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 105,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REED AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.220,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  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: 25.9m (85.0ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.2 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: 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: Equal to present minimum criteria,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 22C0022,  Location: APPROX 1 MI NW/O CO RD 18 (Lat: 38.727089,  Lng: -121.806389),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 862 (year 2014),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,073 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CACHE CREEK,  Facility Carried by Structure: COUNTY ROAD 99W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.6m (41.3ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0041,  Location: .2 MI N OF CR 13 (Lat: 38.811756,  Lng: -121.774208),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 265 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 408 (year 2041),  Design Load: HS 20,  Features Intersected: COLUSA BASIN DRAIN CANAL,  Facility Carried by Structure: CR E11 (ROAD 99E)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.9m (32.5ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2019,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0151,  Location: 0.25 MI EAST OF CR 98 (Lat: 38.793381,  Lng: -121.798358),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,309 (year 2013),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,918 (year 2041),  Design Load: HS 20,  Features Intersected: SLOUGH 7,  Facility Carried by Structure: COUNTY ROAD # 13
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0152,  Location: 0.8 MI OF I-80 BRIDGE (Lat: 38.602894,  Lng: -121.555531),  Route carried "on" structure: County highway ,  Year Built: 1916,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 61.05m (200.30ft),  Average Daily Traffic: 2,889 (year 2011),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,918 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: SACRAMENTO BYPASS (WEIR),  Facility Carried by Structure: OLD RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 48,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 38.2 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: 29.5 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0153,  Location: AT SACRAMENTO CO. LINE (Lat: 38.586683,  Lng: -121.508161),  Route carried "on" structure: City street ,  Year Built: 1911,  Status: Open,  Structure Length: 26.03m (85.40ft),  Average Daily Traffic: 4,938 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,139 (year 2042),  Features Intersected: SACRAMENTO,UP,BNSF,AMTRA,  Facility Carried by Structure: "I" STREET
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Railroad,  Approaching Roadway Width: 5.5m (18.0ft),  Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 50.0m (164.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Swing,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 118.9m (390.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22C0154,  Location: AT 2ND STREET (Lat: 38.587886,  Lng: -121.509100),  Route carried "on" structure: City street ,  Year Built: 1958,  Status: Open,  Structure Length: 16.58m (54.40ft),  Average Daily Traffic: 4,620 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,820 (year 2039),  Design Load: H 20,  Features Intersected: UP RR,BNSF RY,AMTRAK,2ND,  Facility Carried by Structure: C STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 16.59m (54.43ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $1,825,000,  Roadway Improvement Cost: $399,000,  Total Project Cost: $3,351,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0158,  Location: 0.67 MI N OF JEFFERSON BL (Lat: 38.560528,  Lng: -121.538750),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 16.48m (54.07ft),  Average Daily Traffic: 6,000 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,161 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DEEP WATER CANAL & RR,  Facility Carried by Structure: INDUSTRIAL BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C016,  Location: 0.7 MI N OF COUNTY ROAD 6 (Lat: 38.892072,  Lng: -121.989614),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 432 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 426 (year 2037),  Features Intersected: N FORK DUNNIGAN CREEK,  Facility Carried by Structure: COUNTY ROAD 88
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.3m (30.5ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Equal to 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: January 2019,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0162,  Location: 0.4 MI S OF I-80 (Lat: 38.571328,  Lng: -121.578367),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 20,000 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 26,899 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LAKE WASHINGTON,  Facility Carried by Structure: ENTERPRISE BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.0m (49.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.2m (33.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 20.4 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: 11.7 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: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22C0168L,  Location: 0.2 MI S OF STONE ST (Lat: 38.561058,  Lng: -121.528856),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 4.70m (15.42ft),  Average Daily Traffic: 17,499 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,867 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DEEP WATER CANAL,  Facility Carried by Structure: SB JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.1m (36.4ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 26.2m (86.0ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.5m (149.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0168R,  Location: 0.2 MI SOUTH OF STONE ST (Lat: 38.561100,  Lng: -121.528556),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 17,439 (year 2016),  Truck Traffic: 7%,  Average Future Daily Traffic: 27,441 (year 2044),  Design Load: HS 20,  Features Intersected: DEEP WATER CANAL,  Facility Carried by Structure: NB JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 26.2m (86.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.6m (126.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Poor,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.36m (17.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Critical Feature Inspection Date: Febuary 2020,  Bridge Improvement Cost: $756,000,  Roadway Improvement Cost: $170,000,  Total Project Cost: $1,434,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0174,  Location: JUST SOUTH OF BLACKER RD (Lat: 38.540739,  Lng: -121.548256),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 19,015 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 15,926 (year 2041),  Features Intersected: MORTON BLACKER CANAL,  Facility Carried by Structure: JEFFERSON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.5m (80.4ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Channel: Very 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020

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Structure Number: 22C018,  Location: 0.42 MI E OF SH 16 (Lat: 38.828019,  Lng: -122.184011),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 11.28m (37.01ft),  Average Daily Traffic: 50 (year 1978),  Average Future Daily Traffic: 109 (year 2041),  Design Load: HL 93,  Features Intersected: CACHE CREEK,  Facility Carried by Structure: CO RD 57
Minimum Vertical Clearance: 9.99m (32.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Very 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C0189,  Location: 0.3 MI E OF JEFFERSON BL (Lat: 38.560278,  Lng: -121.523333),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 18.80m (61.68ft),  Average Daily Traffic: 5,000 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,096 (year 2042),  Features Intersected: SACRAMENTO BARGE CANAL,  Facility Carried by Structure: SOUTH RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 24.2m (79.4ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 22C019,  Location: 0.5 MI S OF MARSHALL RD (Lat: 38.528333,  Lng: -121.576111),  Route carried "on" structure: City street ,  Year Built: 2005,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 1,248 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,219 (year 2044),  Design Load: HS 20+Mod,  Features Intersected: BRIDGEWAY LAKE,  Facility Carried by Structure: SOUTHPORT PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.0m (42.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place