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

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Structure Number: NQ,  Location: 10.5 E JCT US 2 (Lat: 47.695569,  Lng: -117.196900),  Route carried "on" structure: City street 8017,  Year Built: 1960,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 21,200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,900 (year 2038),  Design Load: HS 20,  Features Intersected: SR 290 (TRENT AVE),  Facility Carried by Structure: SULLIVAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.162,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,650,000,  Roadway Improvement Cost: $530,000,  Total Project Cost: $5,301,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7107A,  Location: 12.1 E JCT OLD SR 290 SPU (Lat: 47.701250,  Lng: -117.148000),  Route carried "on" structure: County highway ,  Year Built: 1963,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 5,807 (year 2001),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,856 (year 2036),  Design Load: HS 20,  Features Intersected: SR 290 WB,  Facility Carried by Structure: E WELLESLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 55.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $1,019,000 ( 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: 7107B,  Location: 0.1 E JCT SR 290 EB (Lat: 47.700917,  Lng: -117.147028),  Route carried "on" structure: County highway 290,  Year Built: 1963,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 5,807 (year 2001),  Truck Traffic: 12%,  Average Future Daily Traffic: 8,856 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: RAILROAD,  Facility Carried by Structure: E WELLESLEY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $676,000,  Roadway Improvement Cost: $135,000,  Total Project Cost: $1,353,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7438A,  Location: 6.1 E JCT OLD SR 290 SP (Lat: 47.683083,  Lng: -117.272361),  Route carried "on" structure: State highway 290,  Year Built: 1964,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 10,266 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,222 (year 2039),  Design Load: HS 20,  Features Intersected: RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.008,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $1,120,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $2,240,000 ( 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: 7924A,  Location: 10.6 N JCT SR 278 (Lat: 47.576528,  Lng: -117.224806),  Route carried "on" structure: State highway 27,  Year Built: 1966,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 4,882 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,288 (year 2039),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.056,  Lanes on structure: 2,  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: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2019,  Bridge Improvement Cost: $1,200,000,  Roadway Improvement Cost: $240,000,  Total Project Cost: $2,400,000 ( 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: 8135A,  Location: 7.9 E JCT OLD SR 290 SP (Lat: 47.691222,  Lng: -117.235583),  Route carried "on" structure: State highway 290,  Year Built: 1967,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 11,044 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,224 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SPOKANE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.921,  Lanes on 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,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.33m (47.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,572,000,  Roadway Improvement Cost: $714,000,  Total Project Cost: $7,144,000 ( 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: 12818A,  Location: 2.0 E JCT SR 27 (Lat: 47.668917,  Lng: -117.196639),  Route carried "on" structure: County highway ,  Year Built: 1985,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 34,662 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,474 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: I-90,  Facility Carried by Structure: SULLIVAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,742,000,  Roadway Improvement Cost: $748,000,  Total Project Cost: $7,484,000 ( 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: 13050A,  Location: 4.9 E JCT US 2 (Lat: 47.663761,  Lng: -117.313058),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 14,098 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,696 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: I-90,  Facility Carried by Structure: E BROADWAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.080,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 52.7m (172.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.12m (33.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $5,511,000,  Roadway Improvement Cost: $1,102,000,  Total Project Cost: $11,022,000 ( 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: 13145A,  Location: 7.9 E JCT OLD SR 290 SP (Lat: 47.691364,  Lng: -117.235753),  Route carried "on" structure: State highway 290,  Year Built: 1987,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 11,044 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,224 (year 2039),  Design Load: HS 20+Mod,  Features Intersected: SPOKANE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.921,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very 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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.33m (47.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $3,196,000,  Roadway Improvement Cost: $639,000,  Total Project Cost: $6,392,000 ( 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: 15438A,  Location: 4.3 E JCT US 2 (Lat: 47.656722,  Lng: -117.321917),  Route carried "on" structure: Interstate 90,  Year Built: 2000,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 52,765 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 67,961 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SPRAGUE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.645,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.6m (70.9ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.71m (22.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $3,080,000,  Roadway Improvement Cost: $616,000,  Total Project Cost: $6,160,000 ( 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: 15438B,  Location: 4.4 E JCT US 2 (Lat: 47.658333,  Lng: -117.320000),  Route carried "on" structure: Interstate 90,  Year Built: 2000,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 52,765 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 67,961 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.886,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 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: 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: 1.80m (5.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $826,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,652,000 ( 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: 15637A,  Location: 5.4 E JCT US 2 (Lat: 47.667206,  Lng: -117.304069),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 6,503 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,820 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: I-90,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.945,  Lanes on structure: 5,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.95m (22.80ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $3,374,000,  Roadway Improvement Cost: $675,000,  Total Project Cost: $6,749,000 ( 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: 15947A,  Location: 4.3 E JCT US 2 (Lat: 47.656983,  Lng: -117.322000),  Route carried "on" structure: Interstate 90,  Year Built: 2001,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 52,765 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 67,961 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SPRAGUE AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.613,  Lanes on structure: 4,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.74m (22.11ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $3,094,000,  Roadway Improvement Cost: $619,000,  Total Project Cost: $6,188,000 ( 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: 15947B,  Location: 4.4 E JCT US 2 (Lat: 47.658833,  Lng: -117.320033),  Route carried "on" structure: Interstate 90,  Year Built: 2001,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 52,765 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 67,961 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 459.886,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 80.7 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $826,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $1,652,000 ( 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: 15947C,  Location: 4.3 E JCT US 2 (Lat: 47.655714,  Lng: -117.325022),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 2001,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 9,213 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,866 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: W-N RAMP,  Facility Carried by Structure: W-W RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.435,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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: 2.16m (7.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $724,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $1,448,000 ( 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: 79723,  Location: 0.05 S TRENT RD (Lat: 47.695139,  Lng: -117.196889),  Route carried "on" structure: City street 8017,  Year Built: 1960,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 21,200 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,900 (year 2038),  Design Load: HS 20,  Features Intersected: BNSF RAILROAD,  Facility Carried by Structure: SULLIVAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.097,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,414,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $2,827,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 81398,  Location: 0.25 N I-90 (Lat: 47.672500,  Lng: -117.196472),  Route carried "on" structure: City street 4597,  Year Built: 1973,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 24,700 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 30,100 (year 2038),  Design Load: HS 20,  Features Intersected: SPOKANE RIVER,  Facility Carried by Structure: SULLIVAN ROAD (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.486,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 24.5 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 desirable criteria,  Length Of Structure Improvement: 13.62m (44.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2021,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $6,794,000,  Roadway Improvement Cost: $1,359,000,  Total Project Cost: $13,589,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 84441,  Location: 0.2 S.CHESTER (Lat: 47.616717,  Lng: -117.250547),  Route carried "on" structure: City street 4418,  Year Built: 1977,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,200 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,225 (year 2038),  Design Load: HS 20,  Features Intersected: CHESTER CREEK,  Facility Carried by Structure: SANDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $240,000 ( Estimate for 2014),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 86465,  Location: 0.1 S CHESTER (Lat: 47.614517,  Lng: -117.244881),  Route carried "on" structure: County highway 8007,  Year Built: 1999,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,300 (year 2018),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,500 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CHESTER CREEK,  Facility Carried by Structure: DISHMAN-MICA RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $449,000 ( Estimate for 2014),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 88004,  Location: 0.5 S EUCLID ROAD (Lat: 47.678167,  Lng: -117.154000),  Route carried "on" structure: City street 8003,  Year Built: 2010,  Status: Open,  Structure Length: 13.84m (45.41ft),  Average Daily Traffic: 12,800 (year 2018),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,600 (year 2038),  Design Load: HL 93,  Features Intersected: SPOKANE RIVER,  Facility Carried by Structure: Barker Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.84m (45.41ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2020,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $3,360,000,  Roadway Improvement Cost: $672,000,  Total Project Cost: $6,719,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 89023,  Location: 3.2 MI E OF ARGONNE RD (Lat: 47.721708,  Lng: -117.214558),  Route carried "on" structure: County highway 263,  Year Built: 2018,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 7,019 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,107 (year 2039),  Design Load: HL 93,  Features Intersected: FORKER ROAD,  Facility Carried by Structure: BIGELOW GULCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 24.5m (80.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 52.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than 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: 1.98m (6.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,014,000,  Roadway Improvement Cost: $203,000,  Total Project Cost: $2,028,000 ( 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: NQ,  Location: 10.5 E JCT US 2 (Lat: 47.695569,  Lng: -117.196900),  Route carried "under" structure: State highway 290,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 13,000 (year 2016),  Truck Traffic: 8%,  Features Intersected: SR 290 (TRENT AVE),  Facility Carried by Structure: SULLIVAN RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 16.946,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: 5321A,  Location: 3.3 E JCT US 2 (Lat: 47.653833,  Lng: -117.341833),  Route carried "under" structure: Interstate 90,  Year Built: 1956,  Structure Length: 0. m,  Average Daily Traffic: 127,505 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-90,  Facility Carried by Structure: PEDESTRIANS
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 458.003,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 7107A,  Location: 12.1 E JCT OLD SR 290 SP (Lat: 47.701250,  Lng: -117.148000),  Route carried "under" structure: State highway 290,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 7,384 (year 2019),  Truck Traffic: 10%,  Features Intersected: SR 290 WB,  Facility Carried by Structure: E WELLESLEY AVE
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 20.680,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 12818A,  Location: 2.0 E JCT SR 27 (Lat: 47.668917,  Lng: -117.196639),  Route carried "under" structure: Interstate 90,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 95,001 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-90,  Facility Carried by Structure: SULLIVAN RD
Minimum Vertical Clearance: 6.07m (19.91ft),  Kilometerpoint: 469.800,  Lanes on structure: 6,  Lanes under structure: 7,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 13050A,  Location: 4.9 E JCT US 2 (Lat: 47.663761,  Lng: -117.313058),  Route carried "under" structure: Interstate 90,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 105,529 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-90,  Facility Carried by Structure: E BROADWAY AVE
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 460.659,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.7m (172.9ft)

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Structure Number: 15438A,  Location: 4.3 E JCT US 2 (Lat: 47.656722,  Lng: -117.321917),  Route carried "under" structure: City street 90,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 19,042 (year 2010),  Features Intersected: SPRAGUE AVE
Minimum Vertical Clearance: 7.47m (24.51ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 15637A,  Location: 5.4 E JCT US 2 (Lat: 47.667206,  Lng: -117.304069),  Route carried "under" structure: Interstate 90,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 110,640 (year 2019),  Truck Traffic: 7%,  Features Intersected: I-90,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 461.447,  Lanes on structure: 5,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 15947A,  Location: 4.3 E JCT US 2 (Lat: 47.656983,  Lng: -117.322000),  Route carried "under" structure: City street 90,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 19,042 (year 2010),  Features Intersected: SPRAGUE AVE
Minimum Vertical Clearance: 6.88m (22.57ft),  Kilometerpoint: 0.290,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 15947C,  Location: 4.3 E JCT US 2 (Lat: 47.655714,  Lng: -117.325022),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 3,156 (year 2019),  Truck Traffic: 8%,  Features Intersected: W-N RAMP,  Facility Carried by Structure: W-W RAMP
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 81849,  Location: 0.4 E SSH NO 27 (Lat: 47.573244,  Lng: -117.230822),  Route carried "under" structure: County highway 880,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 2,923 (year 2020),  Truck Traffic: 24%,  Features Intersected: DISHMAN-MICA ROAD,  Facility Carried by Structure: UP RR TRACKS
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.001,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 82293,  Location: 0.1 N SPRAGUE AVE (Lat: 47.657689,  Lng: -117.304131),  Route carried "under" structure: County highway 8013,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 5,900 (year 2018),  Truck Traffic: 13%,  Features Intersected: PARK ROAD,  Facility Carried by Structure: UNION PACIFIC RR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.001,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.6m (38.1ft)