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

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Structure Number: 6 0005,  Location: 02-SHA-273-5.10-AND (Lat: 40.447011,  Lng: -122.297014),  Route carried "on" structure: State highway 273,  Year Built: 1948,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 9,800 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,575 (year 2038),  Design Load: HS 20,  Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.100,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Excellent,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6 0006,  Location: 02-SHA-273-7.10 (Lat: 40.466569,  Lng: -122.324739),  Route carried "on" structure: State highway 273,  Year Built: 1914,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 9,800 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,575 (year 2038),  Features Intersected: SPRING GULCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.100,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 6.3m (20.7ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6 0098L,  Location: 02-SHA-005-R4.57-AND (Lat: 40.441561,  Lng: -122.288089),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 46,000 (year 2037),  Features Intersected: UP RR & AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.570,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.5 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: 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: 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0104,  Location: 02-SHA-273-4.52-AND (Lat: 40.439517,  Lng: -122.291744),  Route carried "on" structure: State highway 273,  Year Built: 1948,  Year Reconstructed: 1961,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,800 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 21,575 (year 2038),  Features Intersected: A.C.I.D. CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.520,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: 2,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 6 0128,  Location: 02-SHA-005-R6.98-AND (Lat: 40.471239,  Lng: -122.310122),  Route carried "on" structure: Interstate 5,  Year Built: 2003,  Status: Open,  Structure Length: 18.80m (61.68ft),  Average Daily Traffic: 51,000 (year 2009),  Truck Traffic: 13%,  Average Future Daily Traffic: 89,000 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: SACRAMENTO RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.980,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 38.4m (126.0ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 38.4m (126.0ft),  Out-to-Out Width: 40.0m (131.2ft)

Condition: Deck: Satisfactory,  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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2020,  Underwater Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 6 0139L,  Location: 02-SHA-005-R3.82 (Lat: 40.430900,  Lng: -122.284614),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 46,000 (year 2037),  Design Load: HL 93,  Features Intersected: STATE ROUTE 273
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.820,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0139R,  Location: 02-SHA-005-R3.82 (Lat: 40.430728,  Lng: -122.284286),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 4.83m (15.85ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 46,000 (year 2037),  Design Load: HL 93,  Features Intersected: STATE ROUTE 273
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.820,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0140L,  Location: 02-SHA-005-R5.29-AND (Lat: 40.451539,  Lng: -122.291397),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 46,000 (year 2037),  Design Load: HS 20,  Features Intersected: BALLS FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.290,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes (,  Subroute: 1),  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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.0 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: 33.7 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0140R,  Location: 02-SHA-005-R5.29-AND (Lat: 40.451739,  Lng: -122.291150),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 46,000 (year 2037),  Design Load: HS 20,  Features Intersected: BALLS FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.290,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  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: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 46.0 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: 33.7 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0141L,  Location: 02-SHA-005-R5.64-AND (Lat: 40.455608,  Lng: -122.295194),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,142 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.640,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  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: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.2 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: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0141R,  Location: 02-SHA-005-R5.64-AND (Lat: 40.455797,  Lng: -122.294969),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,142 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: NORTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.640,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  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: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.1 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: 31.4 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0142L,  Location: 02-SHA-005-R5.04-AND (Lat: 40.448153,  Lng: -122.289603),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 3.64m (11.94ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 46,000 (year 2037),  Design Load: HS 20,  Features Intersected: ANDERSON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.040,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 15.7m (51.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Excellent,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.63m (11.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $580,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $974,000 ( Estimate for 2019),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0144L,  Location: 02-SHA-005-R5.89-AND (Lat: 40.458492,  Lng: -122.298058),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 46,000 (year 2037),  Design Load: HS 20,  Features Intersected: TORMEY DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.890,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.5m (47.6ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: 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 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0144R,  Location: 02-SHA-005-R5.89-AND (Lat: 40.458686,  Lng: -122.297778),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 46,000 (year 2037),  Design Load: HS 20,  Features Intersected: TORMEY DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.890,  Lanes on structure: 2,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 16.0m (52.5ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0145L,  Location: 02-SHA-005-R4.29-AND (Lat: 40.437472,  Lng: -122.287006),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,142 (year 2037),  Design Load: HS 20,  Features Intersected: DESCHUTES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.290,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: High priority of corrective action,  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,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0145R,  Location: 02-SHA-005-R4.29-AND (Lat: 40.437536,  Lng: -122.286697),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 19,500 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 45,142 (year 2037),  Design Load: HS 20,  Features Intersected: DESCHUTES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.290,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.0 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: 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: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 6 0146,  Location: 02-SHA-005-R6.74 (Lat: 40.468261,  Lng: -122.307917),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 5,220 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,300 (year 2037),  Design Load: HS 20,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: RIVERSIDE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 34.3 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: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6 0168,  Location: 02-SHA-005-R4.92-AND (Lat: 40.446569,  Lng: -122.288897),  Route carried "on" structure: Interstate 5,  Year Built: 1966,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 39,000 (year 2009),  Truck Traffic: 12%,  Average Future Daily Traffic: 91,000 (year 2037),  Features Intersected: ANDERSON CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.920,  Lanes on structure: 4,  Base Highway Network: Yes (,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft)

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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 6C0018,  Location: 0.7 MI E DESCHUTES RD (Lat: 40.476419,  Lng: -122.228828),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 2,158 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 978 (year 2040),  Design Load: HS 20,  Features Intersected: COW CREEK,  Facility Carried by Structure: DERSCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  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: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6C0041,  Location: 1.0 MI S DERSCH RD (Lat: 40.461897,  Lng: -122.243894),  Route carried "on" structure: County highway ,  Year Built: 1970,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 25.60m (83.99ft),  Average Daily Traffic: 3,625 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,675 (year 2038),  Design Load: HS 20,  Features Intersected: SACRAMENTO RIVER,  Facility Carried by Structure: DESCHUTES ROAD
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),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6C0048,  Location: 1.8 MI E/O AIRPORT RD (Lat: 40.479867,  Lng: -122.259558),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 7.20m (23.62ft),  Average Daily Traffic: 3,025 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,315 (year 2038),  Design Load: HS 20,  Features Intersected: STILLWATER CREEK,  Facility Carried by Structure: DERSCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6C0065,  Location: 0.35 MI W BALLS FERRY RD (Lat: 40.443917,  Lng: -122.262172),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 4,355 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,450 (year 2038),  Design Load: HS 20,  Features Intersected: ANDERSON CREEK,  Facility Carried by Structure: DESCHUTES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.3m (40.4ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.0 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: 25.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6C0067,  Location: 150 FT S DERSCH RD (Lat: 40.475728,  Lng: -122.241433),  Route carried "on" structure: County highway ,  Year Built: 1944,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,380 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,079 (year 2038),  Design Load: HS 20,  Features Intersected: HAWES GULCH,  Facility Carried by Structure: DESCHUTES RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6C0074,  Location: 2.8 MI W ASH CREEK RD (Lat: 40.479047,  Lng: -122.205369),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 1,550 (year 2013),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,091 (year 2038),  Design Load: HS 20,  Features Intersected: DRY CREEK,  Facility Carried by Structure: DERSCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6C0079,  Location: 0.35 MI N/E SR 273 (Lat: 40.438883,  Lng: -122.284772),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 4,530 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,622 (year 2041),  Design Load: HS 20,  Features Intersected: UP RR, AMTRAK, BARNEY ST,  Facility Carried by Structure: DESCHUTES RD
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: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.3 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: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6C013,  Location: 0.1 MI W OF DESCHUTES RD (Lat: 40.476394,  Lng: -122.243611),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 2,140 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,292 (year 2038),  Features Intersected: HAWES GULCH,  Facility Carried by Structure: DERSCH RD
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: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Fair,  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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 6C0132,  Location: 0.9 MI S DESCHUTES RD (Lat: 40.440306,  Lng: -122.245264),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,780 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,913 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ANDERSON CREEK OVERFLOW,  Facility Carried by Structure: BALLS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.6m (18.4ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6C0133,  Location: 0.5 MI S DESCHUTES RD (Lat: 40.443625,  Lng: -122.250011),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,727 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,896 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: ANDERSON CREEK,  Facility Carried by Structure: BALLS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6C0167,  Location: 0.2 MI W OF SR 273 (Lat: 40.438439,  Lng: -122.294447),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,476 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,000 (year 2041),  Features Intersected: SACRAMENTO GULCH,  Facility Carried by Structure: PINON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Channel: Very 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6C0283,  Location: 0.1 MI S OF SOUTH ST (Lat: 40.440081,  Lng: -122.304478),  Route carried "on" structure: County highway ,  Year Built: 1979,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 800 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 713 (year 2041),  Design Load: HS 20,  Features Intersected: OLINDA CREEK,  Facility Carried by Structure: WEST ANDERSON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.9 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6C0316,  Location: 30' SOUTH OF KIMBERLY RD (Lat: 40.431017,  Lng: -122.273375),  Route carried "on" structure: County highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,802 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 782 (year 2037),  Design Load: HS 20,  Features Intersected: A.C.I.D. CANAL,  Facility Carried by Structure: LOCUST 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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.8 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 minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6C0353,  Location: EMILY RD 300 FT E OF S ST (Lat: 40.442511,  Lng: -122.301992),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 958 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,040 (year 2041),  Features Intersected: ANDERSON CREEK,  Facility Carried by Structure: EMILY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  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: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $145,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $243,000 ( Estimate for 2019)

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Structure Number: 6C0354,  Location: 0.1 MI N OF DERSCH ROAD (Lat: 40.480406,  Lng: -122.205953),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 617 (year 2012),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,233 (year 2037),  Features Intersected: DRY CREEK,  Facility Carried by Structure: MILLVILLE PLAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.9m (29.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  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: April 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6C0362,  Location: 2.4 MI N ASH CR RD (Lat: 40.447928,  Lng: -122.197231),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 11.14m (36.55ft),  Average Daily Traffic: 130 (year 2013),  Truck Traffic: 3%,  Average Future Daily Traffic: 408 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BEAR CREEK,  Facility Carried by Structure: PARKVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6C0372,  Location: 0.4 MI E BALLS FERRY RD (Lat: 40.430600,  Lng: -122.219453),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 29 (year 1996),  Truck Traffic: 1%,  Average Future Daily Traffic: 109 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: LONETREE CREEK,  Facility Carried by Structure: LONETREE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.7m (41.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6C0373,  Location: 0.5 MI S OF DERSCH ROAD (Lat: 40.470992,  Lng: -122.295000),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 44.06m (144.55ft),  Average Daily Traffic: 9,460 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 13,885 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: SACRAMENTO RIVER,  Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 79.2m (259.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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: 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: March 2020,  Underwater Inspection Date: November 2017,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 6 0139L,  Location: 02-SHA-005-R3.82 (Lat: 40.430900,  Lng: -122.284614),  Route carried "under" structure: State highway 273,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2012),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 273,  Facility Carried by Structure: INTERSTATE 5 SB
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 3.820,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 6 0139R,  Location: 02-SHA-005-R3.82 (Lat: 40.430728,  Lng: -122.284286),  Route carried "under" structure: State highway 273,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 9,500 (year 2012),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 273,  Facility Carried by Structure: INTERSTATE 5 NB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.820,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 6 0146,  Location: 02-SHA-005-R6.74 (Lat: 40.468261,  Lng: -122.307917),  Route carried "under" structure: Interstate 5,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 39,000 (year 2009),  Truck Traffic: 12%,  Features Intersected: INTERSTATE 5,  Facility Carried by Structure: RIVERSIDE AVE
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 6.740,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: 6C0165,  Location: 0.6 MI W OF S.R. 273 (Lat: 40.441900,  Lng: -122.303203),  Route carried "under" structure: City street ,  Year Built: 1918,  Structure Length: 0. m,  Average Daily Traffic: 4,692 (year 2012),  Truck Traffic: 5%,  Features Intersected: OLINDA ROAD,  Facility Carried by Structure: A.C.I.D. FLUME
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 25.4m (83.3ft)

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Structure Number: 6C0166,  Location: 0.4 MI W S.R. 273 (Lat: 40.440494,  Lng: -122.299722),  Route carried "under" structure: City street ,  Year Built: 1918,  Structure Length: 0. m,  Average Daily Traffic: 1,200 (year 2012),  Truck Traffic: 1%,  Features Intersected: BRUCE DR,  Facility Carried by Structure: A.C.I.D. FLUME
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 25.4m (83.3ft)