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

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Structure Number: 1676,  Location: IN POST FALLS (Lat: 47.713333,  Lng: -116.952222),  Route carried "on" structure: Interstate 90,  Year Built: 1977,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 45,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 67,500 (year 2026),  Design Load: HS 20,  Features Intersected: BNRR;POST FALLS OP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.178,  Lanes on structure: 5,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 51.1m (167.7ft),  Out-to-Out Width: 52.0m (170.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 16765,  Location: IN POST FALLS;SPOKANE ST. (Lat: 47.712500,  Lng: -116.948611),  Route carried "on" structure: Interstate 90,  Year Built: 1977,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 45,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 67,500 (year 2026),  Design Load: HS 20,  Features Intersected: SPOKANE ST;POST FALLS IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.434,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 1677,  Location: IN POST FALLS;SPOKANE ST. (Lat: 47.712778,  Lng: -116.948611),  Route carried "on" structure: Interstate 90,  Year Built: 1977,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 45,000 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 67,500 (year 2026),  Design Load: HS 20,  Features Intersected: SPOKANE ST;POST FALLS IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 7.435,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: I,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 174,  Location: IN POST FALLS (Lat: 47.712222,  Lng: -116.950556),  Route carried "on" structure: Ramp Interstate 90,  Year Built: 1977,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 5,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,250 (year 2026),  Design Load: HS 20,  Features Intersected: BNRR;POST FALLS RAMP OP
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.209,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 2044,  Location: POST FALLS SCL (Lat: 47.705833,  Lng: -116.948333),  Route carried "on" structure: County highway 7535,  Year Built: 1971,  Status: Open,  Structure Length: 27.43m (89.99ft),  Average Daily Traffic: 6,700 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,050 (year 2026),  Design Load: HS 20,  Features Intersected: SPOKANE R.;POST FALLS BR
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 1.044,  Lanes on structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Navigation Control: Yes ( Vertical Clearance: 2.0m (6.6ft), Horizontal Clearance: 35.0m (114.8ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 30.18m (99.02ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $4,752,000,  Roadway Improvement Cost: $475,000,  Total Project Cost: $7,128,000 ( Estimate for 2003),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3057,  Location: IN POST FALLS (Lat: 47.712222,  Lng: -116.937222),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 3,600 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,400 (year 2026),  Design Load: HS 20,  Features Intersected: I 90 EB-WB;IDAHO ST.GS,  Facility Carried by Structure: IDAHO STREET
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 0.171,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 30575,  Location: AT POST FALLS WCL (Lat: 47.712222,  Lng: -116.930000),  Route carried "on" structure: City street 7605,  Year Built: 1977,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 17,000 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 25,500 (year 2026),  Design Load: HS 20,  Features Intersected: I 90 E-WB;SELTICE IC
Minimum Vertical Clearance: 30.48m (100.00ft),  Kilometerpoint: 8.896,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes (Inventory Route: 76,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.11m (43.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $1,173,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $1,760,000 ( Estimate for 2001),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 16765,  Location: IN POST FALLS;SPOKANE ST. (Lat: 47.712500,  Lng: -116.948611),  Route carried "under" structure: Business Interstate 90,  Year Built: 1977,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 15,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: SPOKANE ST;POST FALLS IC
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 0.282,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 1677,  Location: IN POST FALLS;SPOKANE ST. (Lat: 47.712778,  Lng: -116.948611),  Route carried "under" structure: Business Interstate 90,  Year Built: 1977,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 15,000 (year 2006),  Truck Traffic: 2%,  Features Intersected: SPOKANE ST;POST FALLS IC
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.266,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 3057,  Location: IN POST FALLS (Lat: 47.712222,  Lng: -116.937222),  Route carried "under" structure: Interstate 90,  Year Built: 1977,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 41,500 (year 2006),  Truck Traffic: 8%,  Features Intersected: I 90 EB-WB;IDAHO ST.GS,  Facility Carried by Structure: IDAHO STREET
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 8.277,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 30575,  Location: AT POST FALLS WCL (Lat: 47.712222,  Lng: -116.930000),  Route carried "under" structure: Interstate 90,  Year Built: 1977,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 41,500 (year 2006),  Truck Traffic: 8%,  Features Intersected: I 90 E-WB;SELTICE IC,  Facility Carried by Structure: STP7605;SELTICE WY
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 8.771,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)