Bridge Statistics for Coeur d'Alene, Idaho (ID)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>   Show street view

Structure Number: 1318,  Location: 3.3 SW. CAREY (Lat: 43.255806,  Lng: -113.946103),  Route carried "on" structure: US 93,  Year Built: 1987,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 820 (year 2019),  Truck Traffic: 28%,  Average Future Daily Traffic: 1,230 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: LITTLE WOOD RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 323.316,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 3),  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16795,  Location: 3.8 W. COEUR D'ALENE (Lat: 47.707825,  Lng: -116.850694),  Route carried "on" structure: Interstate 90,  Year Built: 1971,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 29,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,250 (year 2039),  Design Load: HS 20,  Features Intersected: HUETTER ROAD GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.828,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16805,  Location: 2.6 W. COEUR D'ALENE (Lat: 47.702972,  Lng: -116.828139),  Route carried "on" structure: Interstate 90,  Year Built: 1971,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 29,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,250 (year 2039),  Design Load: HS 20,  Features Intersected: ATLAS ROAD GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.616,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Bridge Improvement Cost: $839,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,258,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1681,  Location: 2.6 W. COEUR D'ALENE (Lat: 47.703111,  Lng: -116.827778),  Route carried "on" structure: Interstate 90,  Year Built: 1971,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 29,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,250 (year 2039),  Design Load: HS 20,  Features Intersected: ATLAS ROAD GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.618,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Bridge Improvement Cost: $839,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $1,258,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16815,  Location: COEUR D'ALENE NWCL (Lat: 47.701000,  Lng: -116.815722),  Route carried "on" structure: Interstate 90,  Year Built: 1971,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 29,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,250 (year 2039),  Design Load: HS 20,  Features Intersected: PEDESTRIAN/BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.576,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1682,  Location: COEUR D'ALENE NWCL (Lat: 47.701056,  Lng: -116.815000),  Route carried "on" structure: Interstate 90,  Year Built: 1971,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 29,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 44,250 (year 2039),  Design Load: HS 20,  Features Intersected: PEDESTRIAN/BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.577,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 16855,  Location: IN COUER D'ALENE;15TH ST. (Lat: 47.688611,  Lng: -116.765000),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 11,750 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,625 (year 2039),  Design Load: HS 20,  Features Intersected: SMA 7335;FIFTEENTH ST.IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.808,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $936,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,403,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1686,  Location: IN COEUR D'ALENE;15TH ST. (Lat: 47.688622,  Lng: -116.764747),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 11,750 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,625 (year 2039),  Design Load: HS 20,  Features Intersected: SMA 7335;FIFTEENTH ST.IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.810,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $935,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,403,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16865,  Location: IN COEUR D'ALENE;ELM AVE. (Lat: 47.683667,  Lng: -116.760139),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 11,750 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,625 (year 2039),  Design Load: HS 20,  Features Intersected: STC 7325;ELM AVE.GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.491,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Bridge Improvement Cost: $1,060,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,590,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1687,  Location: IN COEUR D'ALENE;ELM AVE. (Lat: 47.683328,  Lng: -116.759539),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 11,750 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,625 (year 2039),  Design Load: HS 20,  Features Intersected: STC 7325;ELM AVE.GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.492,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2018,  Bridge Improvement Cost: $1,060,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $1,590,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16876,  Location: COEUR D' ALENE ECL (Lat: 47.679167,  Lng: -116.755611),  Route carried "on" structure: Interstate 90,  Year Built: 2020,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 35,250 (year 2040),  Design Load: HL 93,  Features Intersected: STC7405; PENN AVE GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.083,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.7m (100.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16885,  Location: IN COEUR D'ALENE;SHERMAN (Lat: 47.673389,  Lng: -116.751361),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 11,750 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,625 (year 2039),  Design Load: HS 20,  Features Intersected: SMA 7445;SHERMAN AVE.IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.778,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $575,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $863,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1689,  Location: IN COEUR D'ALENE;SHERMAN (Lat: 47.673236,  Lng: -116.751081),  Route carried "on" structure: Interstate 90,  Year Built: 1960,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 11,750 (year 2019),  Truck Traffic: 15%,  Average Future Daily Traffic: 17,625 (year 2039),  Design Load: HS 20,  Features Intersected: SMA 7445;SHERMAN AVE.IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.780,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $575,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $863,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 16894,  Location: 0.5 S. COEUR D'ALENE (Lat: 47.666028,  Lng: -116.750611),  Route carried "on" structure: Interstate 90,  Year Built: 1992,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 14,000 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 21,000 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: POTLATCH HILL RD. GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.587,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.17m (26.80ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $3,626,000,  Roadway Improvement Cost: $363,000,  Total Project Cost: $5,439,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16896,  Location: 2.0E. 2.0S. COEUR D'ALENE (Lat: 47.649500,  Lng: -116.715000),  Route carried "on" structure: Interstate 90,  Year Built: 1991,  Status: Open,  Structure Length: 52.73m (173.00ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BENNETT BAY;SUNNYSIDE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.405,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 158.5m (520.0ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.73m (173.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $24,000,000,  Roadway Improvement Cost: $2,400,000,  Total Project Cost: $36,000,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16897,  Location: 4.0E. 4.0S. COEUR D'ALENE (Lat: 47.638528,  Lng: -116.707944),  Route carried "on" structure: Interstate 90,  Year Built: 1992,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TIMOTHY LN;EVERGREEN GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.823,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $3,274,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $4,911,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16898,  Location: 2.5S. 2.5E. COEUR D'ALENE (Lat: 47.632139,  Lng: -116.705944),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 350 (year 2019),  Truck Traffic: 14%,  Average Future Daily Traffic: 525 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I90;YELLOWSTONE TRAIL GS,  Facility Carried by Structure: YELLOWSTONE TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.047,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.9 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16899,  Location: 1.0 E. COEUR D'ALENE (Lat: 47.655250,  Lng: -116.727750),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 1,300 (year 2019),  Average Future Daily Traffic: 1,950 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I90;MULLAN TRAIL RD IC,  Facility Carried by Structure: MULLAN TRAIL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.278,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16901,  Location: 6.0E. 4.0S. COUER D'ALENE (Lat: 47.630222,  Lng: -116.686472),  Route carried "on" structure: Interstate 90,  Year Built: 1992,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BLUE CREEK BAY WEST GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.056,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 2),  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.97m (16.31ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $2,205,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $3,308,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16905,  Location: 7.7 E. COEUR D'ALENE (Lat: 47.628056,  Lng: -116.679444),  Route carried "on" structure: Interstate 90,  Year Built: 1972,  Status: Open,  Structure Length: 40.20m (131.89ft),  Average Daily Traffic: 6,250 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 9,375 (year 2039),  Design Load: HS 20,  Features Intersected: CD'A LAKE;BLUE CREEK BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.637,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 37.0m (121.4ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: March 2020,  Underwater Inspection Date: December 2021,  Other Special Inspection Date: March 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 17336,  Location: COEUR D ALENE WCL (Lat: 47.699583,  Lng: -116.807528),  Route carried "on" structure: Business Interstate 90,  Year Built: 2001,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 33,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 49,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: I 90 EB-WB;NW BLVD IC
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.111,  Lanes on structure: 7,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.8m (94.5ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 1793,  Location: 1.0 N. NORTH FORK (Lat: 45.420278,  Lng: -113.994972),  Route carried "on" structure: US 93,  Year Built: 1955,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 670 (year 2019),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,005 (year 2039),  Design Load: HS 20,  Features Intersected: N.FK.SALMON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 526.665,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $528,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $792,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 1867,  Location: 4.1 S. COEUR D'ALENE (Lat: 47.658111,  Lng: -116.840028),  Route carried "on" structure: US 95,  Year Built: 1985,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 9,400 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,100 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: COUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 686.369,  Lanes on structure: 3,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 18675,  Location: 1.3 S. COEUR D'ALENE (Lat: 47.681167,  Lng: -116.806583),  Route carried "on" structure: US 95,  Year Built: 1969,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: BLACKWELL SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 690.386,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 9.1m (29.9ft)),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $1,535,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $2,302,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1868,  Location: WCL COEUR D'ALENE (Lat: 47.685472,  Lng: -116.800889),  Route carried "on" structure: US 95,  Year Built: 1968,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 31.03m (101.80ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: SPOKANE R;PED/BIKE PATH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 691.057,  Lanes on structure: 2,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Navigation Control: Yes ( Vertical Clearance: 12.2m (40.0ft), Horizontal Clearance: 38.0m (124.7ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 1,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.09m (102.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Underwater Inspection Date: October 2021,  Other Special Inspection Date: April 2020,  Bridge Improvement Cost: $10,435,000,  Roadway Improvement Cost: $1,044,000,  Total Project Cost: $15,652,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 18685,  Location: IN COEUR D'ALENE (Lat: 47.687000,  Lng: -116.796833),  Route carried "on" structure: US 95,  Year Built: 1968,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 12,500 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,750 (year 2039),  Design Load: HS 20,  Features Intersected: I 90B;NW BLVD;US 95 IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 691.405,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 1869,  Location: IN COEUR D'ALENE (Lat: 47.698528,  Lng: -116.791694),  Route carried "on" structure: US 95,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 36,500 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 54,750 (year 2039),  Design Load: HS 20,  Features Intersected: I 90 E-WB;LINCOLN WAY IC
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 692.969,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: US0,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,350,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $3,525,000 ( Estimate for 2017),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

Find on map >>   Show street view

Structure Number: 1981,  Location: 2.0 S. 2.8 E. MERIDIAN (Lat: 43.584889,  Lng: -116.334375),  Route carried "on" structure: County highway 7013,  Year Built: 1969,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,000 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,000 (year 2039),  Design Load: HS 20,  Features Intersected: RIDENBAUGH CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.709,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $573,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $860,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 21331,  Location: IN COEUR D' ALENE (Lat: 47.698083,  Lng: -116.786306),  Route carried "on" structure: City street 7155,  Year Built: 2006,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 38,000 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 57,000 (year 2039),  Design Load: HL 93,  Features Intersected: I 90 EB-WB; GOVT WAY GS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.662,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.4m (47.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 21365,  Location: IN COEUR D'ALENE;4TH ST. (Lat: 47.697194,  Lng: -116.780806),  Route carried "on" structure: City street 7195,  Year Built: 1985,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 22,500 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 33,750 (year 2039),  Design Load: HS 20,  Features Intersected: I 90 EB-WB;4TH ST.IC
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 2.638,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 24.9m (81.7ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: April 2021,  Other Special Inspection Date: April 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 214,  Location: IN COEUR D'ALENE (Lat: 47.695139,  Lng: -116.772944),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 2,400 (year 2019),  Average Future Daily Traffic: 3,600 (year 2039),  Design Load: HS 20,  Features Intersected: I 90 EB-WB;9TH ST GS,  Facility Carried by Structure: 9TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.723,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.20m (30.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,993,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $3,000,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 30425,  Location: 0.9S. 2.5W. COEUR D'ALENE (Lat: 47.659333,  Lng: -116.835778),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 15 (year 2039),  Design Load: H 10,  Features Intersected: COUGAR CREEK,  Facility Carried by Structure: S MCAVOY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.973,  Lanes on structure: 1,  Owner: Local Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Wood or Timber,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.62m (5.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $245,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $368,000 ( Estimate for 2019),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

Structure Number: 30541,  Location: AT COEUR D'ALENE WCL (Lat: 47.700528,  Lng: -116.816556),  Route carried "on" structure: County highway 7605,  Year Built: 2007,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 13,000 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SELTICE WAY PED OP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.690,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 30615,  Location: COEUR D'ALENE (Lat: 47.696167,  Lng: -116.775639),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 2,800 (year 2019),  Average Future Daily Traffic: 4,200 (year 2039),  Design Load: HS 20,  Features Intersected: I 90 EB-WB;7TH ST GS,  Facility Carried by Structure: 7TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.140,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3062,  Location: 0.9 E. COEUR D'ALENE (Lat: 47.661694,  Lng: -116.749139),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 225 (year 2039),  Design Load: HS 20,  Features Intersected: SMA 7235;POTLATCH RD GS,  Facility Carried by Structure: POTLATCH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.454,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 6.22m (20.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,414,000,  Roadway Improvement Cost: $141,000,  Total Project Cost: $2,121,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 37,  Location: IN COEUR D'ALENE (Lat: 47.672611,  Lng: -116.781861),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 26.55m (87.11ft),  Average Daily Traffic: 6,049 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,074 (year 2039),  Design Load: HS 20,  Features Intersected: CDA PARKING GARAGE,  Facility Carried by Structure: FRONT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.092,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 30,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 16795,  Location: 3.8 W. COEUR D'ALENE (Lat: 47.707825,  Lng: -116.850694),  Route carried "under" structure: County highway 7125,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,200 (year 2018),  Features Intersected: HUETTER ROAD GS,  Facility Carried by Structure: I 90 WBL
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 161.649,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>   Show street view

Structure Number: 16805,  Location: 2.6 W. COEUR D'ALENE (Lat: 47.702972,  Lng: -116.828139),  Route carried "under" structure: County highway 7145,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 2018),  Truck Traffic: 7%,  Features Intersected: ATLAS ROAD GS,  Facility Carried by Structure: I 90 EBL
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 16.303,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>   Show street view

Structure Number: 1681,  Location: 2.6 W. COEUR D'ALENE (Lat: 47.703111,  Lng: -116.827778),  Route carried "under" structure: County highway 7145,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,200 (year 2018),  Truck Traffic: 7%,  Features Intersected: ATLAS ROAD GS,  Facility Carried by Structure: I 90 WBL
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 16.319,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

Find on map >>   Show street view

Structure Number: 16855,  Location: IN COUER D'ALENE;15TH ST. (Lat: 47.688611,  Lng: -116.765000),  Route carried "under" structure: City street 7335,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 11,500 (year 2018),  Features Intersected: SMA 7335;FIFTEENTH ST.IC,  Facility Carried by Structure: I 90 EBL
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 17.775,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)