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

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Parts: 1, 2, 3


National Bridge Inventory (NBI) Statistics
Number of bridges: 141
Total length: 1,480 meters (4,856ft)
Total costs: $1,104,006,000
Total average daily traffic: 2,933,493
Total average daily truck traffic: 234,481
National Bridge Inventory (NBI) Registered Bridges for Spokane
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New bridges - Historical Statistics

  • 1900-1909: 5
  • 1910-1919: 25
  • 1920-1929: 4
  • 1930-1939: 2
  • 1940-1949: 3
  • 1950-1959: 26
  • 1960-1969: 31
  • 1970-1979: 27
  • 1980-1989: 8
  • 1990-1999: 5
  • 2000-2009: 3
  • 2010-2012: 2

Reconstructed bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 0
  • 1950-1959: 2
  • 1960-1969: 1
  • 1970-1979: 1
  • 1980-1989: 1
  • 1990-1999: 5
  • 2000-2009: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 85447,  Location: 00.53 N SR 195 (Lat: 47.639739,  Lng: -117.443175),  Route carried "on" structure: City street 822,  Year Built: 1911,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 310 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2032),  Features Intersected: LATAH CREEK,  Facility Carried by Structure: CHESTNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11
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Structure Number: 85448,  Location: 01.06 NORTH SR195 (Lat: 47.639097,  Lng: -117.440522),  Route carried "on" structure: City street 821,  Year Built: 1934,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 3,200 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 8,500 (year 2032),  Design Load: H 15,  Features Intersected: LATAH CREEK,  Facility Carried by Structure: INLAND EMPIRE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 85754,  Location: .1 MI N GARFIELD RD (Lat: 47.683333,  Lng: -117.600000),  Route carried "on" structure: County highway 1204,  Year Built: 1987,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 80 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 115 (year 2030),  Design Load: HS 20,  Features Intersected: DEEP CREEK,  Facility Carried by Structure: EUCLID ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $47,000 ( Estimate for 2012),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 85755,  Location: 0.4 S JACOBS ROAD (Lat: 47.700000,  Lng: -117.583333),  Route carried "on" structure: County highway 1509,  Year Built: 1987,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 105 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 151 (year 2030),  Design Load: HS 20,  Features Intersected: DEEP CREEK,  Facility Carried by Structure: GARFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.620,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 85757,  Location: 0.2 MI E MARKET ST (Lat: 47.714925,  Lng: -117.362850),  Route carried "on" structure: City street 852,  Year Built: 1985,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 16,578 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 24,726 (year 2030),  Design Load: HS 20,  Features Intersected: BNRR TRACKS,  Facility Carried by Structure: FRANCIS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.440,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 74.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 85835,  Location: 01.70 N. I-90 (Lat: 47.667758,  Lng: -117.458228),  Route carried "on" structure: City street 801,  Year Built: 1909,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 258 (year 2011),  Average Future Daily Traffic: 750 (year 2032),  Features Intersected: RAVINE SOUTH OF BOONE AV,  Facility Carried by Structure: SUMMIT BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Culverts: Satisfactory,  Operating Rating: 43.2 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11
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Structure Number: 85915,  Location: 0.5 MI. NE SR 291 (Lat: 47.736667,  Lng: -117.525000),  Route carried "on" structure: County highway 4444,  Year Built: 1992,  Status: Open,  Structure Length: 10.76m (35.30ft),  Average Daily Traffic: 3,045 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 4,446 (year 2031),  Design Load: HS 25,  Features Intersected: SPOKANE RIVER,  Facility Carried by Structure: SEVEN MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.360,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 11,  Underwater Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 86014,  Location: 0.4 W I-90/SR 195 (Lat: 47.646667,  Lng: -117.459178),  Route carried "on" structure: City street 831,  Year Built: 1988,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 500 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,080 (year 2032),  Design Load: HS 20,  Features Intersected: SUNSET BOULEVARD,  Facility Carried by Structure: ROSAMOND AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 86015,  Location: 0.85 N OF I-90 (Lat: 47.660714,  Lng: -117.418111),  Route carried "on" structure: City street 809,  Year Built: 1985,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 18,734 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 40,800 (year 2031),  Design Load: HS 20,  Features Intersected: SPOKANE RIVER,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.550,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 20 degrees,  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: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.5 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 8615,  Location: 1.95 W OF SR 395 (Lat: 47.679000,  Lng: -117.453272),  Route carried "on" structure: City street 818,  Year Built: 1994,  Status: Open,  Structure Length: 22.16m (72.70ft),  Average Daily Traffic: 20,400 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 34,500 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SPOKANE RIVER, PETTET DR,  Facility Carried by Structure: T.J.MEENACH DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.640,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 61.0m (200.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 11,  Underwater Inspection Date: August 2009,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 86151,  Location: ENTRANCE OFF MED.LN (Lat: 47.602669,  Lng: -117.405786),  Route carried "on" structure: Other road 881,  Year Built: 1992,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 1,318 (year 2010),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,200 (year 2032),  Design Load: HS 20,  Features Intersected: LATAH CREEK,  Facility Carried by Structure: PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 86152,  Location: WEST OF LIDGERWOOD (Lat: 47.700717,  Lng: -117.408114),  Route carried "on" structure: Ramp City street 882,  Year Built: 1992,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 1,100 (year 2009),  Average Future Daily Traffic: 2,300 (year 2032),  Features Intersected: WELLESLEY AVENUE,  Facility Carried by Structure: GARAGE ENTRANCE
Minimum Vertical Clearance: 2.21m (7.25ft),  Kilometerpoint: 0.001,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: Private,  Approaching Roadway Width: 3.7m (12.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 17.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  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: 87583,  Location: 0.4 N SHADY SLOPE (Lat: 47.800000,  Lng: -117.383333),  Route carried "on" structure: County highway 2570,  Year Built: 2007,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 2,170 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,125 (year 2030),  Features Intersected: LITTLE SPOKANE RIVER,  Facility Carried by Structure: LITTLE SPO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.510,  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: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  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: 8801,  Location: 00.080 N of I 90 (Lat: 47.661947,  Lng: -117.422872),  Route carried "on" structure: City street 879,  Year Built: 1973,  Status: Posted for load,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 289 (year 2009),  Average Future Daily Traffic: 650 (year 2031),  Features Intersected: Theme Stream,  Facility Carried by Structure: Upper Falls access
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.001,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Local Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 7.2 metric tons,  Inventory Rating: 4.5 metric tons,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  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: 20.0 - 29.9% below),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 88153,  Location: 00.68 N I -90 (Lat: 47.664989,  Lng: -117.357725),  Route carried "on" structure: City street 827,  Year Built: 2010,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 28,200 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,000 (year 2030),  Design Load: HS 25,  Features Intersected: BNSF,  Facility Carried by Structure: Freya St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.650,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 22.7m (74.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  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: CF,  Location: 0.7 E JCT OLD SR 290 SPU (Lat: 47.660000,  Lng: -117.390000),  Route carried "under" structure: State highway 290,  Year Built: 1900,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 8,455 (year 2010),  Truck Traffic: 9%,  Features Intersected: STATE ROUTE 290,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.228,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: ED,  Location: 1.6 E JCT US 2 (Lat: 47.645750,  Lng: -117.451333),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1900,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 1,984 (year 2010),  Truck Traffic: 9%,  Features Intersected: I-90 RAMP,  Facility Carried by Structure: FISH LAKE TRAIL
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 44.947,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: FO,  Location: 0.2 E JCT I-90 (Lat: 47.656833,  Lng: -117.411444),  Route carried "under" structure: US 2,  Year Built: 1915,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 26,606 (year 2010),  Truck Traffic: 3%,  Features Intersected: US 2 / DIVISION ST,  Facility Carried by Structure: RR
Minimum Vertical Clearance: 4.09m (13.42ft),  Kilometerpoint: 46.207,  Lanes under structure: 8,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: FP,  Location: 0.2 E JCT I-90 (Lat: 47.656806,  Lng: -117.413056),  Route carried "under" structure: US 2,  Year Built: 1915,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 28,152 (year 2010),  Truck Traffic: 3%,  Features Intersected: US 2 / BROWNE ST,  Facility Carried by Structure: BN RR (NP)
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 46.207,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 8.8m (28.9ft)

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Structure Number: PE,  Location: 1.5 E JCT US 2 (Lat: 47.646667,  Lng: -117.451667),  Route carried "under" structure: Interstate 90,  Year Built: 1974,  Structure Length: 92.99m (305.09ft),  Average Daily Traffic: 67,868 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: BN RR
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 44.936,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 5453B,  Location: 2.0 E JCT US 2 (Lat: 47.654194,  Lng: -117.368667),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 111,391 (year 2010),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 45.593,  Lanes under structure: 12,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 5453C,  Location: 2.3 E JCT US 2 (Lat: 47.637333,  Lng: -117.359972),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 92,945 (year 2010),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: THOR ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 45.652,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 5453D,  Location: 2.4 E JCT US 2 (Lat: 47.654000,  Lng: -117.357833),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 92,945 (year 2010),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: FREYA ST
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 45.671,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.2m (53.1ft)

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Structure Number: 6896A,  Location: 1.5 E JCT US 2 (Lat: 47.645000,  Lng: -117.453333),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 67,868 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: SP S RY
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 44.925,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 6896B,  Location: 1.5 E JCT US 2 (Lat: 47.645639,  Lng: -117.452472),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 67,868 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: LINDEKE ST
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 44.935,  Lanes on structure: 2,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 6896C,  Location: 1.6 E JCT US 2 (Lat: 47.646667,  Lng: -117.451667),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 67,868 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 44.943,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 6956A,  Location: 1.4 E JCT US 2 (Lat: 47.645000,  Lng: -117.455000),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 67,868 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: ROSAMOND AVE
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 44.912,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 7094A,  Location: 1.6 E JCT US 2 (Lat: 47.646667,  Lng: -117.451111),  Route carried "under" structure: Interstate 90,  Year Built: 1963,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 67,868 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: US 195
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 44.947,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 7094B,  Location: 1.6 E JCT US 2 (Lat: 47.646667,  Lng: -117.451111),  Route carried "under" structure: Interstate 90,  Year Built: 1963,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 67,868 (year 2010),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: US 195
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 44.946,  Lanes on structure: 1,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 7954A,  Location: 1.3 E JCT US 195 (Lat: 47.653333,  Lng: -117.415000),  Route carried "under" structure: Interstate 90,  Year Built: 1967,  Structure Length: 84.28m (276.51ft),  Average Daily Traffic: 12,847 (year 2010),  Truck Traffic: 3%,  Features Intersected: VIADUCT STA 1396 US 2
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 45.255,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 7954A,  Location: 1.9 E JCT US 195 (Lat: 47.653333,  Lng: -117.415000),  Route carried "under" structure: US 2,  Year Built: 1967,  Structure Length: 84.28m (276.51ft),  Average Daily Traffic: 22,878 (year 2010),  Truck Traffic: 4%,  Features Intersected: VIADUCT STA 1396 US 2,  Facility Carried by Structure: I-90
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 46.157,  Lanes on structure: 8,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 7954C,  Location: 1.3 E JCT US 195 (Lat: 47.651667,  Lng: -117.411667),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1967,  Structure Length: 11.58m (37.99ft),  Average Daily Traffic: 8,574 (year 2010),  Truck Traffic: 24%,  Features Intersected: DIVISION ST
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 45.248,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 8611A,  Location: 0.4 E JCT US 2 (Lat: 47.651667,  Lng: -117.401667),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 99,332 (year 2010),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: SHERMAN ST
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 45.326,  Lanes on structure: 4,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 8611B,  Location: 0.7 E JCT US 2 (Lat: 47.651889,  Lng: -117.395111),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 99,332 (year 2010),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: ARTHUR ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 45.385,  Lanes on structure: 2,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 8664A,  Location: 27.8 N WHITMAN CO (Lat: 47.622222,  Lng: -117.437778),  Route carried "under" structure: US 195,  Year Built: 1970,  Structure Length: 10.52m (34.51ft),  Average Daily Traffic: 9,484 (year 2010),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 195,  Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 15.152,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 8664B,  Location: 27.8 N WHITMAN CO (Lat: 47.625000,  Lng: -117.436667),  Route carried "under" structure: US 195,  Year Built: 1970,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 9,484 (year 2010),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 195,  Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 15.152,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 8740A,  Location: 0.6 E JCT US 195 (Lat: 47.650000,  Lng: -117.443333),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 78,554 (year 2010),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 45.013,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 8774A,  Location: JCT I-90 (Lat: 47.652167,  Lng: -117.394222),  Route carried "under" structure: Ramp State highway 290,  Year Built: 1970,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 8,376 (year 2010),  Truck Traffic: 4%,  Features Intersected: 3RD AV & W-E RAMP,  Facility Carried by Structure: I-90
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.011,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.3m (128.9ft)

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Structure Number: 8774C,  Location: 0.1 E JCT I-90 (Lat: 47.653111,  Lng: -117.392778),  Route carried "under" structure: Ramp State highway 290,  Year Built: 1971,  Structure Length: 15.79m (51.80ft),  Average Daily Traffic: 8,376 (year 2010),  Truck Traffic: 4%,  Features Intersected: 3RD AVE & W-E RAMP
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 0.011,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 8774D,  Location: 0.8 E JCT US 2 (Lat: 47.652111,  Lng: -117.393972),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 26.79m (87.89ft),  Average Daily Traffic: 99,332 (year 2010),  Truck Traffic: 10%,  Features Intersected: 3RD AVE & I-90
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 45.391,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 16872A,  Location: 2 MI S. US 2 (Lat: 47.752200,  Lng: -117.360050),  Route carried "under" structure: City street 395,  Year Built: 2006,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 8,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: MARKET STREET,  Facility Carried by Structure: Haul Road
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 26.426,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 79956,  Location: 00.0HILLYARD (Lat: 47.700000,  Lng: -117.366667),  Route carried "under" structure: City street 57100,  Year Built: 1941,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 2%,  Features Intersected: WELLESLEY AVE,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 0.011,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 83674,  Location: 2.75 N HARRIS ROAD (Lat: 47.383333,  Lng: -117.766667),  Route carried "under" structure: County highway 3754,  Year Built: 1912,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 36 (year 2008),  Truck Traffic: 10%,  Features Intersected: PINE SPRINGS ROAD,  Facility Carried by Structure: UPRR TRACKS
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 1.067,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 84936,  Location: 00.01 WEST SR 195 (Lat: 47.641667,  Lng: -117.446667),  Route carried "under" structure: City street 2661,  Year Built: 1912,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 3,000 (year 2010),  Truck Traffic: 1%,  Features Intersected: 16TH AVE,  Facility Carried by Structure: PED TRAIL
Minimum Vertical Clearance: 3.45m (11.32ft),  Kilometerpoint: 1.609,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: 8495,  Location: 00.05 NORTH 2ND AVE (Lat: 47.656667,  Lng: -117.425000),  Route carried "under" structure: City street 3730,  Year Built: 1915,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,700 (year 2010),  Truck Traffic: 1%,  Features Intersected: POST ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 1.609,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 84953,  Location: 00.13 S SR290 (Lat: 47.658333,  Lng: -117.386667),  Route carried "under" structure: City street 5110,  Year Built: 1914,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,600 (year 2010),  Truck Traffic: 1%,  Features Intersected: HELENA ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 1.609,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 84955,  Location: 00.09 SOUTH SR290 (Lat: 47.658333,  Lng: -117.385000),  Route carried "under" structure: City street 5135,  Year Built: 1916,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 1%,  Features Intersected: NAPA ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 3.78m (12.40ft),  Kilometerpoint: 1.609,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 6.4m (21.0ft)

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Structure Number: 84958,  Location: AT PSH 2 (Lat: 47.648333,  Lng: -117.453333),  Route carried "under" structure: City street 2880,  Year Built: 1972,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 12,300 (year 2010),  Truck Traffic: 4%,  Features Intersected: SUNSET BLVD,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 2.414,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 84959,  Location: 00.07 W SR 195 (Lat: 47.631667,  Lng: -117.446667),  Route carried "under" structure: City street 2460,  Year Built: 1917,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,700 (year 2011),  Truck Traffic: 1%,  Features Intersected: THORPE RD,  Facility Carried by Structure: PED TRAIL
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.218,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Tunnel,  Length of Maximum Span: 7.3m (24.0ft)

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Structure Number: 84962,  Location: 00.04 N 2ND AVE (Lat: 47.655000,  Lng: -117.435000),  Route carried "under" structure: City street 3590,  Year Built: 1915,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 22,400 (year 2010),  Truck Traffic: 2%,  Features Intersected: WALNUT ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 3.218,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 84965,  Location: 00.05 NORTH 2ND AVE (Lat: 47.656667,  Lng: -117.426667),  Route carried "under" structure: City street 3710,  Year Built: 1915,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 10,900 (year 2010),  Truck Traffic: 1%,  Features Intersected: LINCOLN ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 3.218,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 84966,  Location: 00.06 NORTH 2ND AVE (Lat: 47.656667,  Lng: -117.421667),  Route carried "under" structure: City street 3750,  Year Built: 1915,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,500 (year 2007),  Truck Traffic: 2%,  Features Intersected: HOWARD ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 3.218,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 84967,  Location: 00.05 NORTH 2ND AVE (Lat: 47.656667,  Lng: -117.418333),  Route carried "under" structure: City street 3930,  Year Built: 1916,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 10,900 (year 2010),  Features Intersected: STEVENS ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 3.68m (12.07ft),  Kilometerpoint: 3.218,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 84974,  Location: AT 2ND AVENUE (Lat: 47.655000,  Lng: -117.435000),  Route carried "under" structure: City street 3590,  Year Built: 1916,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 29,200 (year 2010),  Truck Traffic: 2%,  Features Intersected: MAPLE ST, 2ND AVE,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 4.827,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 84975,  Location: 00.05 NORTH 2ND AVE (Lat: 47.656667,  Lng: -117.426667),  Route carried "under" structure: City street 3710,  Year Built: 1915,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 14,200 (year 2010),  Truck Traffic: 2%,  Features Intersected: MONROE ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 4.827,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 8.2m (26.9ft)

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Structure Number: 84976,  Location: 00.05 NORTH 2ND AVE (Lat: 47.656667,  Lng: -117.423333),  Route carried "under" structure: City street 3731,  Year Built: 1915,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,100 (year 2010),  Truck Traffic: 1%,  Features Intersected: WALL ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 3.56m (11.68ft),  Kilometerpoint: 4.827,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 7.0m (23.0ft)

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Structure Number: 84977,  Location: 00.08 NORTH 2ND AVE (Lat: 47.656667,  Lng: -117.418333),  Route carried "under" structure: City street 3930,  Year Built: 1915,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 12,600 (year 2010),  Truck Traffic: 1%,  Features Intersected: WASHINGTON ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 4.827,  Lanes under structure: 3,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 84982,  Location: 00.01 SOUTH SR 290 (Lat: 47.658333,  Lng: -117.385000),  Route carried "under" structure: City street 5135,  Year Built: 1916,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 6,500 (year 2010),  Truck Traffic: 1%,  Features Intersected: NAPA ST,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 6.436,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.4m (44.0ft)

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Structure Number: 84983,  Location: 00.17 NORTH I-90 (Lat: 47.655000,  Lng: -117.436667),  Route carried "under" structure: City street 2880,  Year Built: 1916,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,800 (year 2010),  Truck Traffic: 4%,  Features Intersected: 3RD AVE,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 8.045,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 84984,  Location: 00.52 NORTH 2ND AVE (Lat: 47.661956,  Lng: -117.435761),  Route carried "under" structure: City street 3591,  Year Built: 1958,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 44,900 (year 2010),  Truck Traffic: 2%,  Features Intersected: MAPLE ST,  Facility Carried by Structure: UPRR (ABANDONED)
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 8.045,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 84985,  Location: 01.03 N SR 290 (Lat: 47.681667,  Lng: -117.363333),  Route carried "under" structure: City street 5330,  Year Built: 1941,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 38,900 (year 2010),  Truck Traffic: 3%,  Features Intersected: GREENE ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 8.045,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: 8531,  Location: 0.8 N OF I-90 (Lat: 47.661819,  Lng: -117.418344),  Route carried "under" structure: City street 807,  Year Built: 1973,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 27,200 (year 2008),  Truck Traffic: 2%,  Features Intersected: WASHINGTON STREET,  Facility Carried by Structure: RIVERFRONT PARK
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.001,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tunnel,  Length of Maximum Span: 18.0m (59.1ft)


Parts: 1, 2, 3

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