Bridge Statistics for Salmon Creek, Washington (WA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 5818A,  Location: 5.3 N JCT SR 500 (Lat: 45.721969,  Lng: -122.654936),  Route carried "on" structure: Interstate 5,  Year Built: 1959,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 29,758 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,089 (year 2039),  Design Load: HS 20,  Features Intersected: I-205 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.038,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,847,000,  Roadway Improvement Cost: $369,000,  Total Project Cost: $3,694,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5818B,  Location: 5.3 N JCT SR 500 (Lat: 45.721917,  Lng: -122.655194),  Route carried "on" structure: Interstate 5,  Year Built: 1959,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 29,758 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,089 (year 2039),  Design Load: HS 20,  Features Intersected: I-205 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.054,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.41m (24.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $1,944,000,  Roadway Improvement Cost: $389,000,  Total Project Cost: $3,888,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 9106A,  Location: 4.7 N JCT SR 500 (Lat: 45.707389,  Lng: -122.632944),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 6,173 (year 2002),  Truck Traffic: 15%,  Average Future Daily Traffic: 11,210 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-205,  Facility Carried by Structure: NE 119TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.660,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 21.1 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: 16.2 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $3,533,000,  Roadway Improvement Cost: $707,000,  Total Project Cost: $7,066,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9106B,  Location: 5.8 N JCT SR 500 (Lat: 45.718028,  Lng: -122.650000),  Route carried "on" structure: County highway ,  Year Built: 1972,  Status: Open,  Structure Length: 12.13m (39.80ft),  Average Daily Traffic: 21,340 (year 2012),  Truck Traffic: 15%,  Design Load: HS 20+Mod,  Features Intersected: I-205,  Facility Carried by Structure: NE 134TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 20.6m (67.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.13m (39.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,856,000,  Roadway Improvement Cost: $971,000,  Total Project Cost: $9,711,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9122B,  Location: 3.9 N JCT SR 500 (Lat: 45.699000,  Lng: -122.620472),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 7.56m (24.80ft),  Average Daily Traffic: 7,397 (year 2012),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,285 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-205,  Facility Carried by Structure: NE 50TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.014,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.56m (24.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,282,000,  Roadway Improvement Cost: $456,000,  Total Project Cost: $4,563,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9241H,  Location: 5.1 N JCT SR 500 (Lat: 45.710972,  Lng: -122.637750),  Route carried "on" structure: Interstate 205,  Year Built: 1973,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 37,214 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,885 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SALMON CR/SALMON CR AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.952,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.96m (29.40ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $2,352,000,  Roadway Improvement Cost: $470,000,  Total Project Cost: $4,704,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9241I,  Location: 5.1 N JCT SR 500 (Lat: 45.710611,  Lng: -122.637972),  Route carried "on" structure: Interstate 205,  Year Built: 1973,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 37,214 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 53,885 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SALMON CR & AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.936,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.78m (28.81ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $2,534,000,  Roadway Improvement Cost: $507,000,  Total Project Cost: $5,069,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9241J,  Location: 6.0 N JCT SR 500 (Lat: 45.719000,  Lng: -122.651361),  Route carried "on" structure: County highway ,  Year Built: 1974,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 16,383 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 23,867 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-205,  Facility Carried by Structure: NE 20TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 23.3m (76.4ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.92m (39.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $6,178,000,  Roadway Improvement Cost: $1,236,000,  Total Project Cost: $12,356,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 14323A,  Location: 5.0 N JCT SR 500 (Lat: 45.718250,  Lng: -122.655361),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 28,562 (year 2012),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,014 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I-5,  Facility Carried by Structure: NE 134TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,926,000,  Roadway Improvement Cost: $585,000,  Total Project Cost: $5,851,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 14329A,  Location: 3.2 N JCT SR 500 (Lat: 45.693472,  Lng: -122.661306),  Route carried "on" structure: Interstate 5,  Year Built: 1996,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 72,384 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 104,812 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NE 99TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.674,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 35.1m (115.2ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 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,  Length Of Structure Improvement: 10.06m (33.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $7,590,000,  Roadway Improvement Cost: $1,518,000,  Total Project Cost: $15,180,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16610A,  Location: 4.1 N JCT SR 500 (Lat: 45.705306,  Lng: -122.654694),  Route carried "on" structure: Interstate 5,  Year Built: 2005,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 42,735 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 61,880 (year 2039),  Design Load: HL 93,  Features Intersected: NE 117TH,SALMON CK, PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.171,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.01m (42.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $5,978,000,  Roadway Improvement Cost: $1,196,000,  Total Project Cost: $11,956,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16610B,  Location: 4.1 N JCT SR 500 (Lat: 45.705306,  Lng: -122.655000),  Route carried "on" structure: Interstate 5,  Year Built: 2005,  Status: Open,  Structure Length: 13.01m (42.68ft),  Average Daily Traffic: 42,735 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 61,880 (year 2039),  Design Load: HL 93,  Features Intersected: NE 117TH, SALMON CK,PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.171,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 20.8m (68.2ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.01m (42.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $5,978,000,  Roadway Improvement Cost: $1,196,000,  Total Project Cost: $11,956,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16610C,  Location: 4.7 N JCT SR 500 (Lat: 45.714517,  Lng: -122.652817),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 4,574 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,184 (year 2036),  Design Load: HL 93,  Features Intersected: I-5,  Facility Carried by Structure: NE 129TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,462,000,  Roadway Improvement Cost: $292,000,  Total Project Cost: $2,923,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18311A,  Location: 5.3 N JCT SR 500 (Lat: 45.721583,  Lng: -122.657278),  Route carried "on" structure: City street 5,  Year Built: 2014,  Status: Open,  Structure Length: 37.58m (123.29ft),  Average Daily Traffic: 14,913 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,594 (year 2039),  Design Load: HL 93,  Features Intersected: I-5 / I-205,  Facility Carried by Structure: NE 139TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 23.6m (77.4ft),  Out-to-Out Width: 33.3m (109.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 43.4 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: 33.4 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 37.58m (123.29ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $19,728,000,  Roadway Improvement Cost: $3,946,000,  Total Project Cost: $39,456,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18311B,  Location: 5.3 N JCT SR 500 (Lat: 45.720750,  Lng: -122.653972),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2014,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 6,916 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,014 (year 2039),  Design Load: HL 93,  Features Intersected: I-205 SB,  Facility Carried by Structure: N-N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.2 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: 37.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $2,016,000,  Roadway Improvement Cost: $403,000,  Total Project Cost: $4,032,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18311C,  Location: 5.3 N JCT SR 500 (Lat: 45.721556,  Lng: -122.656139),  Route carried "on" structure: Ramp Interstate 5,  Year Built: 2014,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 5,928 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,583 (year 2039),  Design Load: HL 93,  Features Intersected: NE 16TH AVE,  Facility Carried by Structure: S-S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 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: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.23m (43.41ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $3,385,000,  Roadway Improvement Cost: $677,000,  Total Project Cost: $6,770,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 801,  Location: 6 NE 0.9 East of N NE (Lat: 47.174408,  Lng: -119.174258),  Route carried "on" structure: County highway 94010,  Year Built: 1989,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 215 (year 2019),  Truck Traffic: 27%,  Average Future Daily Traffic: 325 (year 2041),  Design Load: HS 20,  Features Intersected: EAST LOW CANAL BLK 41,  Facility Carried by Structure: 6 ROAD NE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 34.0 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: 19.1 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $116,000,  Total Project Cost: $1,164,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 809,  Location: 00.66 MI W SR24 (Lat: 46.796817,  Lng: -119.190792),  Route carried "on" structure: County highway 12241,  Year Built: 1978,  Status: Posted for load,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 3,255 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,052 (year 2039),  Design Load: HS 20,  Features Intersected: POTHOLES EAST CANAL,  Facility Carried by Structure: BENCH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.6 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: 21.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,098,000,  Roadway Improvement Cost: $420,000,  Total Project Cost: $4,195,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 815,  Location: 24.15 MI SW SR 195 (Lat: 46.535433,  Lng: -117.245300),  Route carried "on" structure: County highway 90000,  Year Built: 1972,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 117 (year 2020),  Truck Traffic: 25%,  Average Future Daily Traffic: 117 (year 2039),  Design Load: HS 20,  Features Intersected: UNNAMED DRAINAGE,  Facility Carried by Structure: WAWAWAI/9000
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $1,064,000,  Roadway Improvement Cost: $213,000,  Total Project Cost: $2,128,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82,  Location: 0.34 N SR 2 (Lat: 47.658333,  Lng: -118.161667),  Route carried "on" structure: County highway 54710,  Year Built: 1968,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 110 (year 2021),  Truck Traffic: 40%,  Average Future Daily Traffic: 150 (year 2042),  Design Load: HS 20,  Features Intersected: COTTONWOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 34.3 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: Equal to present desirable 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: November 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 827,  Location: 1.9 N JCT US 101 (Lat: 48.092000,  Lng: -124.265361),  Route carried "on" structure: State highway 113,  Year Built: 1966,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 1,204 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 1,507 (year 2039),  Design Load: HS 20,  Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 19.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $576,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,152,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82722,  Location: JCT NW36 AVE&SEWARD (Lat: 45.723017,  Lng: -122.707217),  Route carried "on" structure: County highway 91050,  Year Built: 1985,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 11,465 (year 2017),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,368 (year 2038),  Design Load: HS 20,  Features Intersected: SALMON CREEK,  Facility Carried by Structure: NW SEWARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,341,000,  Roadway Improvement Cost: $468,000,  Total Project Cost: $4,682,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87088,  Location: 0.1 MI E SALMON CREEK AVE (Lat: 45.708133,  Lng: -122.639317),  Route carried "on" structure: County highway 94100,  Year Built: 2003,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 6,839 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,793 (year 2043),  Design Load: HS 20,  Features Intersected: LA LONDE CREEK,  Facility Carried by Structure: NE 119TH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $471,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $942,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 87717,  Location: 0.1 miles N of NE119th ST (Lat: 45.708400,  Lng: -122.648883),  Route carried "on" structure: County highway 91110,  Year Built: 2008,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 20,000 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,000 (year 2038),  Design Load: HS 20,  Features Intersected: Salmon Creek,  Facility Carried by Structure: NE Hwy 99
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.4 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: 43.4 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $4,018,000,  Roadway Improvement Cost: $804,000,  Total Project Cost: $8,035,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8907,  Location: 0.6 N NE 146TH (Lat: 45.734167,  Lng: -122.661667),  Route carried "on" structure: County highway 41150,  Year Built: 2018,  Status: Open,  Structure Length: 13.78m (45.21ft),  Average Daily Traffic: 950 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,400 (year 2039),  Design Load: HL 93,  Features Intersected: WHIPPLE CREEK,  Facility Carried by Structure: NE 10TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 64.0m (210.0ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.78m (45.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $3,435,000,  Roadway Improvement Cost: $687,000,  Total Project Cost: $6,870,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5818A,  Location: 6.3 N JCT SR 500 (Lat: 45.721969,  Lng: -122.654936),  Route carried "under" structure: Interstate 205,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 28,062 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-205 SB,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 59.787,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 5818B,  Location: 6.3 N JCT SR 500 (Lat: 45.721917,  Lng: -122.655194),  Route carried "under" structure: Interstate 205,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 28,062 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-205 SB,  Facility Carried by Structure: I-5
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 59.803,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 9106A,  Location: 4.7 N JCT SR 500 (Lat: 45.707389,  Lng: -122.632944),  Route carried "under" structure: Interstate 205,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 74,427 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-205,  Facility Carried by Structure: NE 119TH ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 57.373,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 9106B,  Location: 5.8 N JCT SR 500 (Lat: 45.718028,  Lng: -122.650000),  Route carried "under" structure: Interstate 205,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 47,035 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-205,  Facility Carried by Structure: NE 134TH ST
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 59.143,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: 9122B,  Location: 3.9 N JCT SR 500 (Lat: 45.699000,  Lng: -122.620472),  Route carried "under" structure: Interstate 205,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 74,427 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-205,  Facility Carried by Structure: NE 50TH AVE
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 56.037,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 9241J,  Location: 6.0 N JCT SR 500 (Lat: 45.719000,  Lng: -122.651361),  Route carried "under" structure: Interstate 205,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 47,035 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-205,  Facility Carried by Structure: NE 20TH AVE
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 59.385,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 14323A,  Location: 5.0 N JCT SR 500 (Lat: 45.718250,  Lng: -122.655361),  Route carried "under" structure: Interstate 5,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 59,515 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-5,  Facility Carried by Structure: NE 134TH ST
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 11.652,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 16610C,  Location: 4.7 N JCT SR 500 (Lat: 45.714517,  Lng: -122.652817),  Route carried "under" structure: Interstate 5,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 85,470 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-5,  Facility Carried by Structure: NE 129TH ST
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 11.233,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 18311A,  Location: 5.8 N JCT SR 500 (Lat: 45.721583,  Lng: -122.657278),  Route carried "under" structure: Interstate 205,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 47,035 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-5 / I-205,  Facility Carried by Structure: NE 139TH ST
Minimum Vertical Clearance: 10.87m (35.66ft),  Kilometerpoint: 59.642,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 18311A,  Location: 5.3 N JCT SR 500 (Lat: 45.721583,  Lng: -122.657278),  Route carried "under" structure: Interstate 5,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 59,515 (year 2019),  Truck Traffic: 8%,  Features Intersected: I-5 / I-205,  Facility Carried by Structure: NE 139TH ST
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 12.022,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 18311B,  Location: 5.3 N JCT SR 500 (Lat: 45.720750,  Lng: -122.653972),  Route carried "under" structure: Interstate 205,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 23,518 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-205 SB,  Facility Carried by Structure: N-N RAMP
Minimum Vertical Clearance: 8.81m (28.90ft),  Kilometerpoint: 59.658,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)