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

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Structure Number: 16720A,  Location: 8.9 N JCT I-90 (Lat: 47.772697,  Lng: -117.370283),  Route carried "on" structure: US 395,  Year Built: 2006,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 3,717 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,787 (year 2039),  Design Load: HL 93,  Features Intersected: FARWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.668,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.8 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: 35.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present 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: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,278,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $2,557,000 ( 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: 16720B,  Location: 8.9 N JCT I-90 (Lat: 47.772694,  Lng: -117.370806),  Route carried "on" structure: US 395,  Year Built: 2006,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 3,717 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,787 (year 2039),  Design Load: HL 93,  Features Intersected: FARWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 266.684,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.1 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: 28.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,088,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $2,176,000 ( 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: 16720C,  Location: 4.8 E JCT SR 291 (Lat: 47.773031,  Lng: -117.371464),  Route carried "on" structure: Ramp US 2,  Year Built: 2004,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 2,967 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,821 (year 2039),  Design Load: HL 93,  Features Intersected: FARWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.658,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.5m (146.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,154,000,  Roadway Improvement Cost: $231,000,  Total Project Cost: $2,309,000 ( 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: 16720D,  Location: 8.9 N JCT I-90 (Lat: 47.772683,  Lng: -117.369953),  Route carried "on" structure: Ramp US 395,  Year Built: 2004,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 2,609 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,360 (year 2039),  Design Load: HL 93,  Features Intersected: FARWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 89.8 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: Better than present minimum 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: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,061,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $2,122,000 ( 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: 17177A,  Location: 6.0 N JCT I-90 (Lat: 47.742667,  Lng: -117.360194),  Route carried "on" structure: Spur US 395,  Year Built: 2009,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 6,911 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,901 (year 2039),  Design Load: HL 93,  Features Intersected: FAIRVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.112,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 66.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,682,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $3,364,000 ( 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: 17177B,  Location: 6.9 N JCT I-90 (Lat: 47.752500,  Lng: -117.359556),  Route carried "on" structure: Spur US 395,  Year Built: 2007,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 6,453 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,311 (year 2039),  Design Load: HL 93,  Features Intersected: MARKET STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.222,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,647,000,  Roadway Improvement Cost: $329,000,  Total Project Cost: $3,294,000 ( 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: 17177C,  Location: 7.1 N JCT I-90 (Lat: 47.756667,  Lng: -117.362500),  Route carried "on" structure: Spur US 395,  Year Built: 2009,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,453 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,311 (year 2039),  Design Load: HL 93,  Features Intersected: PARKSMITH DR & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.721,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.5m (132.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 24.8m (81.4ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $4,361,000,  Roadway Improvement Cost: $872,000,  Total Project Cost: $8,722,000 ( 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: 17177D,  Location: 9.5 N JCT I-90 (Lat: 47.774694,  Lng: -117.373778),  Route carried "on" structure: County highway 395,  Year Built: 2008,  Status: Open,  Structure Length: 8.38m (27.49ft),  Average Daily Traffic: 2,500 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,325 (year 2037),  Design Load: HL 93,  Features Intersected: US 2,  Facility Carried by Structure: SHADY SLOPE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.6 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.38m (27.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $2,090,000,  Roadway Improvement Cost: $418,000,  Total Project Cost: $4,180,000 ( 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: 17177E,  Location: 7.8 N JCT I-90 (Lat: 47.775972,  Lng: -117.374500),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 4,265 (year 2011),  Truck Traffic: 5%,  Design Load: HL 93,  Features Intersected: US 395,  Facility Carried by Structure: SHADY SLOPE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.52m (34.51ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $2,622,000,  Roadway Improvement Cost: $524,000,  Total Project Cost: $5,244,000 ( 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: 17278B,  Location: 6.0 N JCT I-90 (Lat: 47.735000,  Lng: -117.358750),  Route carried "on" structure: Spur US 395,  Year Built: 2008,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 6,911 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,901 (year 2039),  Design Load: HL 93,  Features Intersected: GERLACH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.259,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,264,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $2,529,000 ( 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: 17413A,  Location: 6.7 N JCT I-90 (Lat: 47.749683,  Lng: -117.359397),  Route carried "on" structure: Spur US 395,  Year Built: 2009,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 13,821 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,801 (year 2039),  Design Load: HL 93,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.916,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 19 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 68.0m (223.1ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Superstructure: Very good,  Substructure: Very 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 desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,314,000,  Roadway Improvement Cost: $1,463,000,  Total Project Cost: $14,629,000 ( Estimate for 2014)

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Structure Number: 17610A,  Location: 9.2 N JCT I-90 (Lat: 47.775306,  Lng: -117.372750),  Route carried "on" structure: US 395,  Year Built: 2011,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 3,717 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,787 (year 2039),  Design Load: HL 93,  Features Intersected: US 2
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 267.006,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,920,000,  Roadway Improvement Cost: $384,000,  Total Project Cost: $3,840,000 ( 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: 17610B,  Location: 9.2 N JCT I-90 (Lat: 47.775167,  Lng: -117.372972),  Route carried "on" structure: US 395,  Year Built: 2011,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 3,717 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,787 (year 2039),  Design Load: HL 93,  Features Intersected: US 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 267.006,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 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: 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: 7.32m (24.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,920,000,  Roadway Improvement Cost: $384,000,  Total Project Cost: $3,840,000 ( 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: 17610C,  Location: JCT US 2 (Lat: 47.775472,  Lng: -117.372333),  Route carried "on" structure: Ramp US 395,  Year Built: 2011,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 1,508 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,942 (year 2039),  Design Load: HL 93,  Features Intersected: US 2,  Facility Carried by Structure: N-N RAMP
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 4.9m (16.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,288,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $2,576,000 ( 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: 17610D,  Location: JCT US 395 (Lat: 47.774111,  Lng: -117.372472),  Route carried "on" structure: Ramp US 2,  Year Built: 2011,  Status: Open,  Structure Length: 29.87m (98.00ft),  Average Daily Traffic: 2,967 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,821 (year 2039),  Design Load: HL 93,  Features Intersected: US 395/US 2/RAMP,  Facility Carried by Structure: W-S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 1,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: 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: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 29.87m (98.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $7,840,000,  Roadway Improvement Cost: $1,568,000,  Total Project Cost: $15,680,000 ( 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: 17610E,  Location: JCT US 2 - NSC (Lat: 47.773986,  Lng: -117.370406),  Route carried "on" structure: Ramp US 395,  Year Built: 2011,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 2,609 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,360 (year 2039),  Design Load: HL 93,  Features Intersected: N-E RAMP,  Facility Carried by Structure: N-N RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Lanes under structure: 1,  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: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 6.71m (22.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,716,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $3,432,000 ( 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: 17610G,  Location: 5.2 NE JCT SR 291 (Lat: 47.778575,  Lng: -117.364769),  Route carried "on" structure: US 2,  Year Built: 2011,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 25,797 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,226 (year 2039),  Design Load: HL 93,  Features Intersected: DEADMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 476.993,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal 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 48 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $614,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $1,228,000 ( Estimate for 2014)

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Structure Number: 17967B,  Location: 6.0 N JCT I-90 (Lat: 47.734736,  Lng: -117.358944),  Route carried "on" structure: Spur US 395,  Year Built: 2012,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 6,911 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,901 (year 2039),  Design Load: HL 93,  Features Intersected: GERLACH RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.275,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.6 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: 54.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.32m (10.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $1,264,000,  Roadway Improvement Cost: $253,000,  Total Project Cost: $2,529,000 ( 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: 17967C,  Location: 6.0 N JCT I-90 (Lat: 47.742472,  Lng: -117.360722),  Route carried "on" structure: Spur US 395,  Year Built: 2012,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 6,911 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,901 (year 2039),  Design Load: HL 93,  Features Intersected: FAIRVIEW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 263.128,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.8 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: 57.7 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.42m (14.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $1,682,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $3,364,000 ( 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: 17967D,  Location: 6.9 N JCT I-90 (Lat: 47.752072,  Lng: -117.359908),  Route carried "on" structure: Spur US 395,  Year Built: 2012,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 6,453 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,311 (year 2039),  Design Load: HL 93,  Features Intersected: MARKET ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.206,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.1 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: 49.6 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $1,914,000,  Roadway Improvement Cost: $383,000,  Total Project Cost: $3,828,000 ( 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: 17967E,  Location: 7.1 N JCT I-90 (Lat: 47.756325,  Lng: -117.362900),  Route carried "on" structure: Spur US 395,  Year Built: 2012,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,453 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,311 (year 2039),  Design Load: HL 93,  Features Intersected: PARKSMITH DR & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 264.721,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 45.0 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: 34.7 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: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $3,202,000,  Roadway Improvement Cost: $640,000,  Total Project Cost: $6,403,000 ( 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: 18195A,  Location: 6.0 N JCT I-90 (Lat: 47.752111,  Lng: -117.360528),  Route carried "on" structure: Ramp US 395,  Year Built: 2012,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 409 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 526 (year 2039),  Design Load: HL 93,  Features Intersected: MARKET STREET,  Facility Carried by Structure: E-S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.8 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: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.27m (14.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $756,000,  Roadway Improvement Cost: $151,000,  Total Project Cost: $1,512,000 ( 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: 82103,  Location: 0.25 E PERRY ROAD (Lat: 47.842642,  Lng: -117.374883),  Route carried "on" structure: County highway 2570,  Year Built: 1951,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,109 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,596 (year 2042),  Design Load: HS 15,  Features Intersected: LITTLE SPOKANE RIVER,  Facility Carried by Structure: LITTLE SPOKANE DR.
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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,520,000,  Roadway Improvement Cost: $304,000,  Total Project Cost: $3,040,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 82806,  Location: 01.3 MI W OF US 2 (Lat: 47.823781,  Lng: -117.374178),  Route carried "on" structure: County highway 605,  Year Built: 1953,  Status: Posted for load,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 2,167 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,120 (year 2041),  Design Load: HS 15,  Features Intersected: LITTLE SPOKANE RIVER,  Facility Carried by Structure: COLBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,520,000,  Roadway Improvement Cost: $304,000,  Total Project Cost: $3,040,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 83065,  Location: .1 E OF COLBERT (Lat: 47.826647,  Lng: -117.344847),  Route carried "on" structure: County highway 606,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 911 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,311 (year 2042),  Design Load: HS 20,  Features Intersected: LITTLE DEEP CREEK,  Facility Carried by Structure: COLBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: 31.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $333,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 84499,  Location: 1.2 E PSH NO 395 (Lat: 47.798281,  Lng: -117.382481),  Route carried "on" structure: County highway 2570,  Year Built: 1961,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 2,456 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,536 (year 2042),  Design Load: HS 15,  Features Intersected: LITTLE SPOKANE RIVER,  Facility Carried by Structure: LITTLE SPOKANE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $621,000,  Roadway Improvement Cost: $124,000,  Total Project Cost: $1,242,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 85839,  Location: 2.4 E JCT SR 206 (Lat: 47.821250,  Lng: -117.346944),  Route carried "on" structure: US 2,  Year Built: 1991,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 22,781 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,341 (year 2039),  Features Intersected: LITTLE DEEP CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 482.240,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Very good,  Culverts: Very 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 desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  Bridge Improvement Cost: $336,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $672,000 ( Estimate for 2014)

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Structure Number: 87583,  Location: 0.4 N SHADY SLOPE (Lat: 47.804678,  Lng: -117.378600),  Route carried "on" structure: County highway 2570,  Year Built: 2007,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,726 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,485 (year 2042),  Design Load: HL 93,  Features Intersected: LITTLE SPOKANE RIVER,  Facility Carried by Structure: LITTLE SPOKANE DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 0.0m,  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $688,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $1,376,000 ( 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: 88645,  Location: 1.0 N PEONE ROAD (Lat: 47.780175,  Lng: -117.304383),  Route carried "on" structure: County highway 481,  Year Built: 2014,  Status: Open,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 6,713 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 9,666 (year 2042),  Design Load: HL 93,  Features Intersected: PEONE CREEK,  Facility Carried by Structure: BRUCE ROAD
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),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 52.8 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: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.35m (7.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $647,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $1,294,000 ( 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: 13812A,  Location: 2.9 E JCT SR 206 (Lat: 47.827750,  Lng: -117.349444),  Route carried "under" structure: US 2,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 19,261 (year 2019),  Truck Traffic: 4%,  Features Intersected: US 2,  Facility Carried by Structure: BNRR
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 483.012,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 15358A,  Location: 0.5 E JCT US 2 (Lat: 47.788333,  Lng: -117.342283),  Route carried "under" structure: State highway 206,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 8,515 (year 2019),  Truck Traffic: 4%,  Features Intersected: SR 206,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.837,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 17177C,  Location: 7.1 N JCT I-90 (Lat: 47.756667,  Lng: -117.362500),  Route carried "under" structure: County highway 395,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 5,276 (year 2017),  Truck Traffic: 2%,  Features Intersected: PARKSMITH DR & RR
Minimum Vertical Clearance: 8.10m (26.57ft),  Kilometerpoint: 0.499,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.5m (132.9ft)

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Structure Number: 17177D,  Location: 9.5 N JCT I-90 (Lat: 47.774694,  Lng: -117.373778),  Route carried "under" structure: US 2,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 25,797 (year 2019),  Truck Traffic: 3%,  Features Intersected: US 2,  Facility Carried by Structure: SHADY SLOPE RD
Minimum Vertical Clearance: 7.82m (25.66ft),  Kilometerpoint: 476.189,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 17177E,  Location: 7.8 N JUCT I-90 (Lat: 47.775972,  Lng: -117.374500),  Route carried "under" structure: Spur State highway 395,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 7,434 (year 2019),  Truck Traffic: 8%,  Features Intersected: US 395,  Facility Carried by Structure: SHADY SLOPE ROAD
Minimum Vertical Clearance: 6.65m (21.82ft),  Kilometerpoint: 267.199,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 17610A,  Location: JCT US 395 (Lat: 47.775306,  Lng: -117.372750),  Route carried "under" structure: US 2,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 25,797 (year 2019),  Truck Traffic: 3%,  Features Intersected: US 2,  Facility Carried by Structure: US 395
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 476.301,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 17610B,  Location: JCT US 395 (Lat: 47.775167,  Lng: -117.372972),  Route carried "under" structure: US 2,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 25,797 (year 2019),  Truck Traffic: 3%,  Features Intersected: US 2,  Facility Carried by Structure: US 395
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 476.269,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 17610C,  Location: JCT US 395 (Lat: 47.775472,  Lng: -117.372333),  Route carried "under" structure: US 2,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 25,797 (year 2019),  Truck Traffic: 3%,  Features Intersected: US 2,  Facility Carried by Structure: N-N RAMP
Minimum Vertical Clearance: 6.02m (19.75ft),  Kilometerpoint: 476.318,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 17610D,  Location: JCT US 395 (Lat: 47.774111,  Lng: -117.372472),  Route carried "under" structure: US 2,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 25,797 (year 2019),  Truck Traffic: 3%,  Features Intersected: US 395/US 2/RAMP,  Facility Carried by Structure: W-S RAMP
Minimum Vertical Clearance: 13.87m (45.51ft),  Kilometerpoint: 476.366,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 17610D,  Location: JCT US 2 (Lat: 47.774111,  Lng: -117.372472),  Route carried "under" structure: Spur US 395,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 7,434 (year 2019),  Truck Traffic: 8%,  Features Intersected: US 395/US 2/RAMP,  Facility Carried by Structure: W-S RAMP
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 266.974,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.9m (180.1ft)

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Structure Number: 17610E,  Location: JCT US 2 - NSC (Lat: 47.773986,  Lng: -117.370406),  Route carried "under" structure: Ramp US 395,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 1,508 (year 2019),  Truck Traffic: 3%,  Features Intersected: N-E RAMP,  Facility Carried by Structure: N-N RAMP
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 17967E,  Location: 7.1 N JCT I-90 (Lat: 47.756325,  Lng: -117.362900),  Route carried "under" structure: County highway 395,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 5,276 (year 2017),  Truck Traffic: 2%,  Features Intersected: PARKSMITH DR & RR
Minimum Vertical Clearance: 8.33m (27.33ft),  Kilometerpoint: 0.451,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 17967F,  Location: JCT US 395/PARKSMITH DR (Lat: 47.756333,  Lng: -117.359250),  Route carried "under" structure: Ramp US 395,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 469 (year 2019),  Truck Traffic: 3%,  Features Intersected: US 395 SPUR NSC RAMPS,  Facility Carried by Structure: PED TRAIL
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.692,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 8908,  Location: 0.8 MI W OF HIGHWAY 2 (Lat: 47.842350,  Lng: -117.367753),  Route carried "under" structure: County highway 5336,  Year Built: 2019,  Structure Length: 0. m,  Average Daily Traffic: 1,099 (year 2019),  Truck Traffic: 13%,  Features Intersected: WOOLARD ROAD,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 6.35m (20.83ft),  Kilometerpoint: 0.001,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)