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


  • National Bridge Inventory (NBI) Statistics
  • 137Number of bridges
  • 1,542m5,059ftTotal length
  • $238,239,000Total costs
  • 2,897,237Total average daily traffic
  • 241,992Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Spokane
  • No street view available for this location

New bridges - Historical Statistics

  • 51900-1909
  • 241910-1919
  • 31920-1929
  • 21930-1939
  • 41940-1949
  • 211950-1959
  • 341960-1969
  • 251970-1979
  • 71980-1989
  • 51990-1999
  • 22000-2009
  • 52010-2015

Reconstructed bridges - Historical Statistics

  • 11930-1939
  • 01940-1949
  • 21950-1959
  • 11960-1969
  • 01970-1979
  • 11980-1989
  • 41990-1999
  • 12000-2009

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: 86015,  Location: 0.85 N OF I-90 (Lat: 47.663325,  Lng: -117.417900),  Route carried "on" structure: City street 809,  Year Built: 1985,  Status: Open,  Structure Length: 9.94m (32.61ft),  Average Daily Traffic: 19,254 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 40,800 (year 2036),  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,  Length Of Structure Improvement: 9.97m (32.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $434,000 ( 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: 8615,  Location: 1.95 W OF SR 395 (Lat: 47.679994,  Lng: -117.452658),  Route carried "on" structure: City street 818,  Year Built: 1994,  Status: Open,  Structure Length: 22.16m (72.70ft),  Average Daily Traffic: 20,400 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 34,500 (year 2037),  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,  Length Of Structure Improvement: 22.22m (72.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 15,  Underwater Inspection Date: August 13,  Bridge Improvement Cost: $472,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $708,000 ( Estimate for 2015),  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: 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: 363 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,200 (year 2037),  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.76m (18.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 15,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $83,000 ( Estimate for 2015),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 86152,  Location: WEST OF LIDGERWOOD (Lat: 47.700706,  Lng: -117.406867),  Route carried "on" structure: Ramp City street 882,  Year Built: 1992,  Status: Open,  Structure Length: 10.79m (35.40ft),  Average Daily Traffic: 562 (year 2015),  Average Future Daily Traffic: 2,300 (year 2037),  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 15,  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: 2,757 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,970 (year 2031),  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 13,  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: 47.661983,  Lng: -117.422789),  Route carried "on" structure: Interstate 879,  Year Built: 2013,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 86 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 650 (year 2037),  Features Intersected: Theme Stream,  Facility Carried by Structure: Upper Falls access
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.510,  Lanes on structure: 1,  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: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.8 metric tons,  Inventory Rating: 37.3 metric tons,  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 minimum criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 15,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $12,000 ( Estimate for 2015),  Deck Structure Type: Concrete Precast Panels
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Structure Number: 88153,  Location: 00.68 N I -90 (Lat: 47.665414,  Lng: -117.357694),  Route carried "on" structure: City street 827,  Year Built: 2010,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 27,546 (year 2014),  Truck Traffic: 2%,  Average Future Daily Traffic: 41,000 (year 2036),  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: 4,  Number Of Approach Spans: 1,  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,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 14,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $371,000 ( 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: 88513,  Location: North 1000 Havana (Lat: 47.667539,  Lng: -117.346833),  Route carried "on" structure: City street 855,  Year Built: 2012,  Status: Open,  Structure Length: 14.94m (49.02ft),  Average Daily Traffic: 4,900 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 14,200 (year 2036),  Features Intersected: BNSF Rail Road,  Facility Carried by Structure: Havana Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.920,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.9 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 14,  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: 47.661925,  Lng: -117.381694),  Route carried "under" structure: State highway 290,  Year Built: 1900,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 8,219 (year 2012),  Truck Traffic: 9%,  Features Intersected: STATE ROUTE 290,  Facility Carried by Structure: UP RR
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 2.285,  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: 1,851 (year 2012),  Truck Traffic: 9%,  Features Intersected: I-90 RAMP,  Facility Carried by Structure: FISH LAKE TRAIL
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 0.257,  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: 47.657031,  Lng: -117.411428),  Route carried "under" structure: US 2,  Year Built: 1915,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 24,951 (year 2012),  Truck Traffic: 3%,  Features Intersected: US 2 / DIVISION ST,  Facility Carried by Structure: RR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 462.073,  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: 47.656486,  Lng: -117.413389),  Route carried "under" structure: US 2,  Year Built: 1915,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 25,162 (year 2012),  Truck Traffic: 4%,  Features Intersected: US 2 / BROWNE ST,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 463.086,  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: 47.646078,  Lng: -117.452650),  Route carried "under" structure: Interstate 90,  Year Built: 1974,  Structure Length: 92.99m (305.09ft),  Average Daily Traffic: 69,413 (year 2012),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: BN RR
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 449.362,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 6.1m (20.0ft)

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Structure Number: 5453B,  Location: 2.0 E JCT US 2 (Lat: 47.653986,  Lng: -117.368233),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 12.95m (42.49ft),  Average Daily Traffic: 110,417 (year 2012),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 455.926,  Lanes under structure: 8,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 2.1m (6.9ft)

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Structure Number: 5453C,  Location: 2.3 E JCT US 2 (Lat: 47.653900,  Lng: -117.360381),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 92,290 (year 2012),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: THOR ST
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 456.522,  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: 92,290 (year 2012),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: FREYA ST
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 456.715,  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: 69,413 (year 2012),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: SP S RY
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 449.249,  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: 69,413 (year 2012),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: LINDEKE ST
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 449.345,  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: 47.646389,  Lng: -117.451925),  Route carried "under" structure: Interstate 90,  Year Built: 1962,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 69,413 (year 2012),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: FISH LAKE TRAIL
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 449.426,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 2.1m (6.9ft)

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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: 69,413 (year 2012),  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: 7072A,  Location: 0.5 E JCT US 2 (Lat: 47.637778,  Lng: -117.471667),  Route carried "under" structure: Interstate 90,  Year Built: 1963,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 37,247 (year 2012),  Truck Traffic: 13%,  Features Intersected: I-90,  Facility Carried by Structure: GARDEN SPRING RD
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 447.624,  Lanes on structure: 2,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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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: 69,413 (year 2012),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: US 195
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 449.474,  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: 69,413 (year 2012),  Truck Traffic: 11%,  Features Intersected: I-90,  Facility Carried by Structure: US 195
Minimum Vertical Clearance: 5.72m (18.77ft),  Kilometerpoint: 449.458,  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: 1.9 E JCT US 195 (Lat: 47.652672,  Lng: -117.422242),  Route carried "under" structure: US 2,  Year Built: 1967,  Structure Length: 84.28m (276.51ft),  Average Daily Traffic: 9,532 (year 2012),  Truck Traffic: 4%,  Features Intersected: VIADUCT STA 1396 US 2,  Facility Carried by Structure: I-90
Minimum Vertical Clearance: 7.54m (24.74ft),  Kilometerpoint: 463.521,  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: 47.652672,  Lng: -117.422242),  Route carried "under" structure: US 2,  Year Built: 1967,  Structure Length: 84.28m (276.51ft),  Average Daily Traffic: 14,552 (year 2012),  Truck Traffic: 3%,  Features Intersected: VIADUCT STA 1396 US 2,  Facility Carried by Structure: I-90
Minimum Vertical Clearance: 0.05m (0.16ft),  Kilometerpoint: 461.574,  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: 47.652356,  Lng: -117.412592),  Route carried "under" structure: Ramp Interstate 90,  Year Built: 1967,  Structure Length: 11.61m (38.09ft),  Average Daily Traffic: 8,517 (year 2012),  Truck Traffic: 24%,  Features Intersected: DIVISION ST
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.306,  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: 8540A,  Location: 1.4 E JCT US 2 (Lat: 47.653922,  Lng: -117.382867),  Route carried "under" structure: Interstate 90,  Year Built: 1969,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 108,720 (year 2012),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: PEDS - MAGNOLIA
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 454.816,  Lanes under structure: 8,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: 8611A,  Location: 0.4 E JCT US 2 (Lat: 47.651944,  Lng: -117.403139),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 99,929 (year 2012),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: SHERMAN ST
Minimum Vertical Clearance: 6.91m (22.67ft),  Kilometerpoint: 453.255,  Lanes on structure: 3,  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: -117.395250),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 90,050 (year 2012),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: ARTHUR ST
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 453.851,  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: 27.2 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: 9,330 (year 2012),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 195,  Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 0.63m (2.07ft),  Kilometerpoint: 151.503,  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: 27.2 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: 9,330 (year 2012),  Truck Traffic: 13%,  Features Intersected: STATE ROUTE 195,  Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 0.64m (2.10ft),  Kilometerpoint: 151.503,  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: 47.649694,  Lng: -117.443889),  Route carried "under" structure: Interstate 90,  Year Built: 1970,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 79,630 (year 2012),  Truck Traffic: 10%,  Features Intersected: I-90,  Facility Carried by Structure: NP RY
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 450.134,  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: 47.652278,  Lng: -117.394333),  Route carried "under" structure: State highway 290,  Year Built: 1970,  Structure Length: 20.33m (66.70ft),  Average Daily Traffic: 7,515 (year 2012),  Truck Traffic: 4%,  Features Intersected: 3RD AV & W-E RAMP,  Facility Carried by Structure: I-90
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.113,  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: 47.653406,  Lng: -117.392683),  Route carried "under" structure: Ramp State highway 290,  Year Built: 1971,  Structure Length: 15.79m (51.80ft),  Average Daily Traffic: 7,515 (year 2012),  Truck Traffic: 4%,  Features Intersected: 3RD AVE & W-E RAMP
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.177,  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: 90,050 (year 2012),  Truck Traffic: 10%,  Features Intersected: 3RD AVE & I-90
Minimum Vertical Clearance: 5.51m (18.08ft),  Kilometerpoint: 45.414,  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: 18378A,  Location: 26.9 N WHITMAN CO (Lat: 47.619136,  Lng: -117.432258),  Route carried "under" structure: US 195,  Year Built: 2014,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 14,000 (year 2013),  Truck Traffic: 9%,  Features Intersected: SR 195,  Facility Carried by Structure: CHENEY SPOKANE RD
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 151.053,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: 79956,  Location: 00.0HILLYARD (Lat: 47.700511,  Lng: -117.363239),  Route carried "under" structure: City street 57100,  Year Built: 1941,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 6,200 (year 2013),  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: 33 (year 2015),  Truck Traffic: 10%,  Features Intersected: PINE SPRINGS ROAD,  Facility Carried by Structure: UPRR TRACKS
Minimum Vertical Clearance: 4.11m (13.48ft),  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: 8495,  Location: 00.05 NORTH 2ND AVE (Lat: 47.655583,  Lng: -117.423483),  Route carried "under" structure: City street 3730,  Year Built: 1915,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 2,700 (year 2014),  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: 47.659333,  Lng: -117.387211),  Route carried "under" structure: City street 5110,  Year Built: 1914,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 3,600 (year 2014),  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: 47.660528,  Lng: -117.381211),  Route carried "under" structure: City street 5135,  Year Built: 1916,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 6,500 (year 2014),  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: 47.647611,  Lng: -117.456311),  Route carried "under" structure: City street 2880,  Year Built: 1972,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 12,100 (year 2014),  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: 47.632689,  Lng: -117.447131),  Route carried "under" structure: City street 2460,  Year Built: 1917,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,700 (year 2015),  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: 47.655183,  Lng: -117.433992),  Route carried "under" structure: City street 3590,  Year Built: 1915,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 22,400 (year 2014),  Truck Traffic: 2%,  Features Intersected: WALNUT ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 4.22m (13.85ft),  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: 47.655561,  Lng: -117.425014),  Route carried "under" structure: City street 3710,  Year Built: 1915,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 10,900 (year 2014),  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: 47.655592,  Lng: -117.421044),  Route carried "under" structure: City street 3750,  Year Built: 1915,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 3,900 (year 2014),  Truck Traffic: 1%,  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: 47.655603,  Lng: -117.419539),  Route carried "under" structure: City street 3930,  Year Built: 1916,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 10,900 (year 2014),  Features Intersected: STEVENS ST,  Facility Carried by Structure: BNSFRR
Minimum Vertical Clearance: 3.51m (11.52ft),  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: 47.654483,  Lng: -117.435658),  Route carried "under" structure: City street 3590,  Year Built: 1916,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 20,300 (year 2014),  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: 47.655556,  Lng: -117.428047),  Route carried "under" structure: City street 3710,  Year Built: 1915,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 14,200 (year 2014),  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: 47.655586,  Lng: -117.422058),  Route carried "under" structure: City street 3731,  Year Built: 1915,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,100 (year 2014),  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: 0.7m (2.3ft)

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Structure Number: 84977,  Location: 00.08 NORTH 2ND AVE (Lat: 47.655750,  Lng: -117.417992),  Route carried "under" structure: City street 3930,  Year Built: 1915,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 12,500 (year 2014),  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: Tunnel,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 84982,  Location: 00.01 SOUTH SR 290 (Lat: 47.661753,  Lng: -117.381208),  Route carried "under" structure: City street 5135,  Year Built: 1916,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 6,500 (year 2014),  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: 47.653572,  Lng: -117.437528),  Route carried "under" structure: City street 2880,  Year Built: 1916,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 7,800 (year 2014),  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: 1.4m (4.6ft)

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Structure Number: 84985,  Location: 01.03 N SR 290 (Lat: 47.682983,  Lng: -117.364331),  Route carried "under" structure: City street 5330,  Year Built: 1941,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 39,000 (year 2014),  Truck Traffic: 12%,  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: 85188,  Location: 1.2 W OF SR 395 (Lat: 47.661769,  Lng: -117.435428),  Route carried "under" structure: City street 838,  Year Built: 1958,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 40,611 (year 2014),  Truck Traffic: 2%,  Features Intersected: MAPLE STREET,  Facility Carried by Structure: OHIO AVENUE
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.045,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 10.4m (34.1ft)

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Structure Number: 8531,  Location: 0.8 N OF I-90 (Lat: 47.662239,  Lng: -117.418250),  Route carried "under" structure: City street 807,  Year Built: 1973,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 19,252 (year 2014),  Truck Traffic: 1%,  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: 1.8m (5.9ft)

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