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

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Structure Number: 3003,  Location: 0.1 MI SE OF JCT TH 59 (Lat: 46.821856,  Lng: -95.853914),  Route carried "on" structure: US 10,  Year Built: 1964,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 9,050 (year 2004),  Truck Traffic: 9%,  Design Load: HS 20,  Features Intersected: CP RAIL LINE
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: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 3004,  Location: 0.1 MI SE OF JCT TH 59 (Lat: 46.822217,  Lng: -95.854042),  Route carried "on" structure: US 10,  Year Built: 1992,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 9,050 (year 2004),  Truck Traffic: 9%,  Design Load: HS 25,  Features Intersected: CP RAIL LINE
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: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: August 2007,  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: 3007,  Location: 1.0 MI SE JCT US 59 (Lat: 46.782778,  Lng: -95.838611),  Route carried "on" structure: US 10,  Year Built: 2007,  Status: Open,  Structure Length: 2.44m (8.01ft),  Features Intersected: ROOSEVELT AVE (MSAS 110)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.7m (71.2ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 23.6m (77.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 57.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  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: 3009,  Location: 0.1 MI N OF JCT US 10 (Lat: 46.823864,  Lng: -95.855283),  Route carried "on" structure: US 59,  Year Built: 2007,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 11,600 (year 2004),  Truck Traffic: 8%,  Features Intersected: BNSF RR AND CP RAIL LINE
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: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.4m (73.5ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 53.5 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: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  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: 3503,  Location: 0.9 MI SE OF JCT CSAH 22 (Lat: 46.781281,  Lng: -95.847806),  Route carried "on" structure: County highway 24,  Year Built: 1976,  Status: Open,  Structure Length: 6.23m (20.44ft),  Average Daily Traffic: 1,350 (year 2004),  Design Load: HS 20,  Features Intersected: DEAD SHOT BAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 61.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.4 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: 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,  Inspection Date: December 2007,  Underwater Inspection Date: September 2007,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3J04,  Location: 0.4 MI NW OF JCT. CSAH 2 (Lat: 46.789306,  Lng: -95.867497),  Route carried "on" structure: County highway 22,  Year Built: 2000,  Status: Open,  Structure Length: 0.86m (2.82ft),  Average Daily Traffic: 4,300 (year 2004),  Design Load: HS 25,  Features Intersected: Pelican River
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 68.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 3J1,  Location: 0.4 MI NW JCT CSAH 24 (Lat: 46.789722,  Lng: -95.867500),  Route carried "on" structure: County highway 22,  Year Built: 2000,  Status: Open,  Structure Length: 0.30m (0.98ft),  Average Daily Traffic: 5,324 (year 1999),  Design Load: HS 25,  Features Intersected: PED TRAIL
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: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 68.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3J19,  Location: 0.3 MI SW OF JCT TH 10 (Lat: 46.805508,  Lng: -95.824167),  Route carried "on" structure: City street 120,  Year Built: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,400 (year 2004),  Design Load: HS 25,  Features Intersected: Pelican R,  Facility Carried by Structure: N SHORE DR (102)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 68.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3X02,  Location: 0.7 MI SE OF JCT US 59 (Lat: 46.814367,  Lng: -95.832406),  Route carried "on" structure: US 10,  Year Built: 2007,  Status: Open,  Structure Length: 0.53m (1.74ft),  Average Daily Traffic: 13,500 (year 2004),  Truck Traffic: 9%,  Features Intersected: PELICAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft)

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: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L572,  Location: 0.1 MI S OF JCT TH 10 (Lat: 46.810108,  Lng: -95.828639),  Route carried "on" structure: City street 116,  Year Built: 1970,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,400 (year 2004),  Design Load: HS 20,  Features Intersected: PELICAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.9m (9.5ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

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: March 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L5726,  Location: 0.5 MI E OF ROOSEVELT AV (Lat: 46.818386,  Lng: -95.826575),  Route carried "on" structure: City street 87,  Year Built: 1970,  Status: Open,  Structure Length: 0.33m (1.08ft),  Average Daily Traffic: 250 (year 1975),  Design Load: HS 20,  Features Intersected: PELICAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: L5998,  Location: 0.1 MI N OF GRANGER RD (Lat: 46.808117,  Lng: -95.827244),  Route carried "on" structure: City street 106,  Year Built: 1975,  Status: Open,  Structure Length: 0.58m (1.90ft),  Average Daily Traffic: 150 (year 1976),  Features Intersected: PELICAN RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 29.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3007,  Location: 1.0 MI SE JCT US 59 (Lat: 46.782778,  Lng: -95.838611),  Route carried "under" structure: City street 110,  Year Built: 2007,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 9,800 (year 2004),  Features Intersected: ROOSEVELT AVE (MSAS 110),  Facility Carried by Structure: US 10
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.7m (71.2ft)

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Structure Number: 351,  Location: 1.0 MI S OF JCT TH 10& 59 (Lat: 46.816561,  Lng: -95.838428),  Route carried "under" structure: City street 110,  Year Built: 2006,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 9,800 (year 2004),  Features Intersected: ROOSEVELT AVE(110),  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 1.66m (5.45ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.7m (67.9ft)