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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 10
Total length: 3 meters (10ft)
Total costs: $42,000
Total average daily traffic: 19,040
National Bridge Inventory (NBI) Registered Bridges for Corcoran

New bridges - Historical Statistics

  • 1920-1929: 2
  • 1930-1939: 1
  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 6

Average Daily Traffic

Bridge Condition - Superstructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 27597,  Location: 0.9 MI NW OF JCT CSAH 50 (Lat: 45.088333,  Lng: -93.561667),  Route carried "on" structure: County highway 10,  Year Built: 1976,  Status: Open,  Structure Length: 0.35m (1.15ft),  Average Daily Traffic: 3,050 (year 2005),  Design Load: HS 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90462,  Location: 0.6 MI NW OF JCT CSAH 50 (Lat: 45.085000,  Lng: -93.556667),  Route carried "on" structure: County highway 10,  Year Built: 1921,  Status: Open,  Structure Length: 0.37m (1.21ft),  Average Daily Traffic: 3,050 (year 2005),  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 57.8 metric tons,  Inventory Rating: 34.6 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: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $38,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 90586,  Location: 1.4 MI W OF JCT CSAH 10 (Lat: 45.098319,  Lng: -93.575386),  Route carried "on" structure: County highway 50,  Year Built: 1934,  Status: Open,  Structure Length: 0.34m (1.12ft),  Average Daily Traffic: 3,025 (year 2005),  Features Intersected: SOUTH FORK RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $36,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9122,  Location: 0.8 MI N OF JCT CSAH 10 (Lat: 45.105067,  Lng: -93.542978),  Route carried "on" structure: County highway 116,  Year Built: 1970,  Status: Open,  Structure Length: 0.38m (1.25ft),  Average Daily Traffic: 5,300 (year 2005),  Design Load: HS 20,  Features Intersected: SOUTH FORK RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9124,  Location: 0.5 MI W OF JCT CR 116 (Lat: 45.152772,  Lng: -93.553661),  Route carried "on" structure: County highway 117,  Year Built: 1972,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 2,125 (year 2005),  Design Load: HS 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91241,  Location: 2.2 MI E OF JCT CSAH 19 (Lat: 45.151917,  Lng: -93.590461),  Route carried "on" structure: County highway 117,  Year Built: 1972,  Status: Open,  Structure Length: 0.31m (1.02ft),  Average Daily Traffic: 1,900 (year 2005),  Design Load: HS 20,  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 91278,  Location: 0.1 MI W OF JCT CSAH 101 (Lat: 45.118867,  Lng: -93.523217),  Route carried "on" structure: City street 55,  Year Built: 1970,  Status: Open,  Structure Length: 0.38m (1.25ft),  Average Daily Traffic: 40 (year 1995),  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.8m (12.5ft)

Condition: Channel: Poor,  Culverts: Critical,  Operating Rating: 39.2 metric tons,  Inventory Rating: 26.1 metric tons,  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $20,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L8077,  Location: 0.3 MI W OF JCT CSAH 101 (Lat: 45.116453,  Lng: -93.528244),  Route carried "on" structure: City street 113,  Year Built: 1940,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 185 (year 2005),  Features Intersected: S FK RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.6m (18.4ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  Operating Rating: 29.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $58,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L808,  Location: 0.8 MI N OF JCT CSAH 30 (Lat: 45.142969,  Lng: -93.563547),  Route carried "on" structure: City street 22,  Year Built: 1921,  Status: Open,  Structure Length: 0.34m (1.12ft),  Average Daily Traffic: 230 (year 1997),  Features Intersected: RUSH CREEK,  Facility Carried by Structure: CAIN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Superstructure: Satisfactory,  Channel: Poor,  Culverts: Poor,  Operating Rating: 26.3 metric tons,  Inventory Rating: 13.9 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $22,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: L9384,  Location: 0.9 MI N OF JCT CSAH 30 (Lat: 45.144953,  Lng: -93.584183),  Route carried "on" structure: City street 107,  Year Built: 1971,  Status: Open,  Structure Length: 0.37m (1.21ft),  Average Daily Traffic: 135 (year 2005),  Features Intersected: RUSH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 39.2 metric tons,  Inventory Rating: 26.1 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Wearing Surface/Protective System: Wearing Surface: Gravel

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