Bridge Statistics for Wabasha, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 4599,  Location: 0.3 MI W OF JCT TH 61 (Lat: 44.367583,  Lng: -92.041108),  Route carried "on" structure: State highway 60,  Year Built: 1934,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,100 (year 2004),  Truck Traffic: 4%,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.8m (22.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 35.9 metric tons,  Inventory Rating: 26.1 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $83,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $190,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6195,  Location: 1.9 MI NW OF JCT TH 60 (Lat: 44.393158,  Lng: -92.064414),  Route carried "on" structure: US 61,  Year Built: 1930,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 4,600 (year 2004),  Truck Traffic: 12%,  Design Load: H 15,  Features Intersected: BREWERY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Serious,  Culverts: Fair,  Operating Rating: 39.2 metric tons,  Inventory Rating: 29.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $251,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $210,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 79,  Location: AT WISC STATE LINE (Lat: 44.386617,  Lng: -92.031956),  Route carried "on" structure: State highway 60,  Year Built: 1987,  Status: Open,  Structure Length: 75.04m (246.19ft),  Average Daily Traffic: 4,750 (year 2004),  Truck Traffic: 8%,  Design Load: HS 20,  Features Intersected: MISS R, RR, & STS
Minimum Vertical Clearance: 6.16m (20.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 128.0m (419.9ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 18,  Length of Maximum Span: 143.3m (470.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 75.00m (246.06ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Critical Feature Inspection Date: August 2007,  Underwater Inspection Date: August 2004,  Bridge Improvement Cost: $10,636,000,  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: 79505,  Location: 0.1 MI W OF JCT CSAH58 (Lat: 44.382753,  Lng: -92.038406),  Route carried "on" structure: County highway 59,  Year Built: 1962,  Status: Open,  Structure Length: 0.59m (1.94ft),  Average Daily Traffic: 3,000 (year 2003),  Design Load: HS 20,  Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $86,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 79543,  Location: 0.5 MI W OF JCT TH60 (Lat: 44.378833,  Lng: -92.044314),  Route carried "on" structure: County highway 30,  Year Built: 1998,  Status: Open,  Structure Length: 7.68m (25.20ft),  Average Daily Traffic: 3,300 (year 2003),  Design Load: HS 25,  Features Intersected: CP RAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.8m (97.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 79J58,  Location: 1.0 MI SW OF JCT TH 60 (Lat: 44.360003,  Lng: -92.053333),  Route carried "on" structure: City street 50,  Year Built: 2006,  Status: Open,  Structure Length: 0.96m (3.15ft),  Average Daily Traffic: 10 (year 2006),  Design Load: HS 25,  Features Intersected: STREAM,  Facility Carried by Structure: COULEE WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 68.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 8272,  Location: 0.2 MI W OF JCT TH60 (Lat: 44.378878,  Lng: -92.039214),  Route carried "on" structure: County highway 30,  Year Built: 1931,  Status: Open,  Structure Length: 0.36m (1.18ft),  Average Daily Traffic: 3,750 (year 2003),  Features Intersected: SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $37,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9123,  Location: 1.2 MI SE OF JCT TH 60 (Lat: 44.364119,  Lng: -92.033803),  Route carried "on" structure: US 61,  Year Built: 1970,  Status: Open,  Structure Length: 0.42m (1.38ft),  Average Daily Traffic: 6,100 (year 2004),  Truck Traffic: 12%,  Design Load: HS 20,  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.2 metric tons,  Inventory Rating: 29.4 metric tons,  Structural Evaluation: 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,  Inspection Date: June 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5413,  Location: 0.2 MI E OF JCT TH 61 (Lat: 44.372886,  Lng: -92.037997),  Route carried "under" structure: State highway 60,  Year Built: 1935,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 4,450 (year 2004),  Truck Traffic: 7%,  Features Intersected: MN 60,  Facility Carried by Structure: CP RAIL
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.8m (35.4ft)

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Structure Number: 79,  Location: AT WISC STATE LINE (Lat: 44.386617,  Lng: -92.031956),  Route carried "under" structure: County highway 58,  Year Built: 1987,  Structure Length: 75.04m (246.19ft),  Average Daily Traffic: 1,400 (year 2003),  Features Intersected: MISS R, RR, & STS,  Facility Carried by Structure: TH 60
Minimum Vertical Clearance: 8.99m (29.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 143.3m (470.1ft)

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Structure Number: 79,  Location: AT WISC STATE LINE (Lat: 44.386617,  Lng: -92.031956),  Route carried "under" structure: City street 1,  Year Built: 1987,  Structure Length: 75.04m (246.19ft),  Average Daily Traffic: 100 (year 1986),  Features Intersected: MISS R, RR, & STS,  Facility Carried by Structure: TH 60
Minimum Vertical Clearance: 1.53m (5.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 143.3m (470.1ft)

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Structure Number: 79,  Location: AT WISC STATE LINE (Lat: 44.386617,  Lng: -92.031956),  Route carried "under" structure: City street 7,  Year Built: 1987,  Structure Length: 75.04m (246.19ft),  Average Daily Traffic: 100 (year 1986),  Features Intersected: MISS R, RR, & STS,  Facility Carried by Structure: TH 60
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 143.3m (470.1ft)