Bridge Statistics for Osburn, Idaho (ID) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 1718,  Location: IN OSBURN;JOHNSON STREET (Lat: 47.513056,  Lng: -116.023889),  Route carried "on" structure: Interstate 90,  Year Built: 1969,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 11,500 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,250 (year 2026),  Design Load: HS 20,  Features Intersected: STC 5766;JOHNSON ST.GS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 89.719,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17185,  Location: IN OSBURN;JOHNSON STREET (Lat: 47.513333,  Lng: -116.023889),  Route carried "on" structure: Interstate 90,  Year Built: 1969,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 11,500 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,250 (year 2026),  Design Load: HS 20,  Features Intersected: STC 5766;JOHNSON ST.GS
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 89.721,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $674,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,011,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 17195,  Location: IN OSBURN;THIRD ST.IC (Lat: 47.508611,  Lng: -115.997778),  Route carried "on" structure: Interstate 90,  Year Built: 1969,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 11,500 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,250 (year 2026),  Design Load: HS 20,  Features Intersected: I 90B;THIRD ST.IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 91.773,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 172,  Location: IN OSBURN;THIRD ST.IC (Lat: 47.508889,  Lng: -115.997778),  Route carried "on" structure: Interstate 90,  Year Built: 1969,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 11,500 (year 2006),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,250 (year 2026),  Design Load: HS 20,  Features Intersected: I 90B;THIRD ST.IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 91.774,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3066,  Location: 0.7 N. 1.1 W. OSBURN (Lat: 47.514444,  Lng: -116.023333),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Posted for load,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 80 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 120 (year 2026),  Design Load: H 15,  Features Intersected: S.FK.CD'A R;TERROR GULCH,  Facility Carried by Structure: TERROR GULCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 160.958,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $431,000 ( Estimate for 2003),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30825,  Location: 0.9 N. 1.6 W. OSBURN (Lat: 47.516389,  Lng: -116.031389),  Route carried "on" structure: County highway 5765,  Year Built: 1949,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 1,100 (year 2006),  Truck Traffic: 14%,  Average Future Daily Traffic: 1,650 (year 2026),  Design Load: H 15,  Features Intersected: S.FK.COEUR D'ALENE RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.559,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.56m (24.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $991,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $1,635,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 30925,  Location: OSBURN ECL (Lat: 47.497500,  Lng: -115.980000),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Closed,  Structure Length: 6.46m (21.19ft),  Design Load: HS 20,  Features Intersected: I 90;NUCKOLS GULCH RD GS,  Facility Carried by Structure: NUCKOLS GULCH ROAD
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Failed,  Superstructure: Failed,  Substructure: Failed,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $811,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $1,217,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3098,  Location: 0.4 N. 0.1 E. OSBURN (Lat: 47.509722,  Lng: -115.997500),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 420 (year 2006),  Truck Traffic: 17%,  Average Future Daily Traffic: 630 (year 2026),  Design Load: HS 20,  Features Intersected: S.FK.CD'A R;TWO MILE CR.,  Facility Carried by Structure: TWO MILE GULCH
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  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: 5.8m (19.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $416,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $687,000 ( Estimate for 2003),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1718,  Location: IN OSBURN;JOHNSON STREET (Lat: 47.513056,  Lng: -116.023889),  Route carried "under" structure: County highway 5766,  Year Built: 1969,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,300 (year 2006),  Truck Traffic: 5%,  Features Intersected: STC 5766;JOHNSON ST.GS,  Facility Carried by Structure: I 90 EBL
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 17185,  Location: IN OSBURN;JOHNSON STREET (Lat: 47.513333,  Lng: -116.023889),  Route carried "under" structure: County highway 5766,  Year Built: 1969,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 1,300 (year 2006),  Truck Traffic: 5%,  Features Intersected: STC 5766;JOHNSON ST.GS,  Facility Carried by Structure: I 90 WBL
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 17195,  Location: IN OSBURN;THIRD ST.IC (Lat: 47.508611,  Lng: -115.997778),  Route carried "under" structure: Business Interstate 90,  Year Built: 1969,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 1,900 (year 2006),  Truck Traffic: 6%,  Features Intersected: I 90B;THIRD ST.IC
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.068,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 172,  Location: IN OSBURN;THIRD ST.IC (Lat: 47.508889,  Lng: -115.997778),  Route carried "under" structure: Business Interstate 90,  Year Built: 1969,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 1,900 (year 2006),  Truck Traffic: 6%,  Features Intersected: I 90B;THIRD ST.IC
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.043,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 30925,  Location: OSBURN ECL (Lat: 47.497500,  Lng: -115.980000),  Route carried "under" structure: Interstate 90,  Year Built: 1969,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 10,000 (year 2006),  Truck Traffic: 18%,  Features Intersected: I 90;NUCKOLS GULCH RD GS,  Facility Carried by Structure: NUCKOLS GULCH ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 9.369,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)