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

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Structure Number: 5427,  Location: 0.8 MI W OF JCT TH 35E (Lat: 45.007719,  Lng: -93.105967),  Route carried "on" structure: County highway 49,  Year Built: 1936,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 20,200 (year 2005),  Truck Traffic: 4%,  Design Load: HS 15,  Features Intersected: TH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 44.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.20m (20.34ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,108,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,212,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62001,  Location: 0.6 MI S OF JCT TH 694 (Lat: 45.035878,  Lng: -93.106200),  Route carried "on" structure: County highway 49,  Year Built: 1986,  Status: Open,  Structure Length: 4.10m (13.45ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 4%,  Design Load: HS 20,  Features Intersected: BNSF RR,  Facility Carried by Structure: RICE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 17.4m (57.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: 62896,  Location: 0.9 MI N OF JCT TH 36 (Lat: 45.023072,  Lng: -93.090056),  Route carried "on" structure: County highway 21,  Year Built: 1987,  Status: Open,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 13,700 (year 2005),  Design Load: HS 20,  Features Intersected: I 35E,  Facility Carried by Structure: Little Canada Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.7m (84.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.5 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: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 62902,  Location: AT THE W JCT I 35E & 694 (Lat: 45.032808,  Lng: -93.089386),  Route carried "on" structure: Ramp Interstate 35E,  Year Built: 2006,  Status: Open,  Structure Length: 58.76m (192.78ft),  Average Daily Traffic: 23,000 (year 1996),  Truck Traffic: 9%,  Design Load: HS 25,  Features Intersected: I 35E , I 694 & BNSF RR,  Facility Carried by Structure: I 35 E NB OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 82.3m (270.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 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: 62904,  Location: AT THE W JCT I 35E & 694 (Lat: 45.036981,  Lng: -93.091500),  Route carried "on" structure: Interstate 694,  Year Built: 2006,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 51,500 (year 2004),  Truck Traffic: 9%,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 65.3 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior 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 12 months,  Inspection Date: November 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: 62905,  Location: AT THE W JCT TH 694 & 35E (Lat: 45.034872,  Lng: -93.086958),  Route carried "on" structure: Interstate 694,  Year Built: 2006,  Status: Open,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 51,500 (year 2004),  Truck Traffic: 9%,  Design Load: HS 25,  Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 72.5m (237.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 73.8 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 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: 62914,  Location: AT THE W JCT I 694 & 35E (Lat: 45.036981,  Lng: -93.091500),  Route carried "on" structure: Interstate 694,  Year Built: 2006,  Status: Not yet open,  Structure Length: 4.17m (13.68ft),  Average Daily Traffic: 51,500 (year 2004),  Truck Traffic: 9%,  Features Intersected: BNSF RR
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: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.5m (44.3ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 67.0 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 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: 9119,  Location: AT THE JCT TH 36 & 35E (Lat: 45.010861,  Lng: -93.089842),  Route carried "on" structure: Interstate 35E,  Year Built: 1960,  Status: Open,  Structure Length: 6.01m (19.72ft),  Average Daily Traffic: 70,000 (year 2004),  Truck Traffic: 7%,  Design Load: HS 20+Mod,  Features Intersected: 35E SB/TH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,231,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 912,  Location: AT THE JCT TH 36 & 35E (Lat: 45.010764,  Lng: -93.089531),  Route carried "on" structure: Interstate 35E,  Year Built: 1960,  Status: Open,  Structure Length: 6.01m (19.72ft),  Average Daily Traffic: 70,000 (year 2004),  Truck Traffic: 7%,  Design Load: HS 20+Mod,  Features Intersected: TH 36
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 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: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,231,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9196,  Location: 0.4 MI NW OF W JCT TH35E (Lat: 45.036981,  Lng: -93.091500),  Route carried "on" structure: Interstate 694,  Year Built: 1960,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 51,500 (year 2004),  Truck Traffic: 9%,  Design Load: HS 20+Mod,  Features Intersected: BNSF RR
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: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 93.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9197,  Location: 0.4 MI NW OF W JCT TH35E (Lat: 45.037119,  Lng: -93.090389),  Route carried "on" structure: Interstate 694,  Year Built: 1960,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 51,500 (year 2004),  Truck Traffic: 9%,  Design Load: HS 20+Mod,  Features Intersected: BNSF RR
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: 19.8m (65.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 93.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 60.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,216,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 93589,  Location: 0.7 MI N LITTLE CANADA R (Lat: 45.036797,  Lng: -93.093736),  Route carried "on" structure: City street 101,  Year Built: 1973,  Status: Open,  Structure Length: 0.31m (1.02ft),  Design Load: HS 20,  Features Intersected: CO DITCH # 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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: 3.1m (10.2ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 93625,  Location: 0.2 MI N OF JCT CSAH 21 (Lat: 45.023783,  Lng: -93.076436),  Route carried "on" structure: County highway 58,  Year Built: 1973,  Status: Open,  Structure Length: 0.61m (2.00ft),  Design Load: HS 20,  Features Intersected: CO DITCH # 16
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),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.6m (8.5ft)

Condition: Channel: Good,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 93626,  Location: 0.3 MI NE OF JCT CSAH 58 (Lat: 45.023761,  Lng: -93.074525),  Route carried "on" structure: County highway 22,  Year Built: 1973,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 2,550 (year 2005),  Design Load: HS 20,  Features Intersected: CO DITCH # 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.6m (8.5ft)

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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 93721,  Location: 0.1 MI N LITTLE CANADA R (Lat: 45.022275,  Lng: -93.079439),  Route carried "on" structure: City street 100,  Year Built: 1973,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 445 (year 1985),  Design Load: HS 20,  Features Intersected: CO DITCH #1
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: 2,  Length of Maximum Span: 2.6m (8.5ft)

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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 93722,  Location: 0.5 MI E OF JCT RICE ST (Lat: 45.031667,  Lng: -93.096667),  Route carried "on" structure: City street 102,  Year Built: 1980,  Status: Open,  Structure Length: 0.31m (1.02ft),  Design Load: HS 20,  Features Intersected: CO DITCH # 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.1m (10.2ft)

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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5414,  Location: 0.5 MI E OF JCT TH 49 (Lat: 45.009714,  Lng: -93.095064),  Route carried "under" structure: City street 108,  Year Built: 1936,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 680 (year 2005),  Features Intersected: VIKING DR (MSAS 108),  Facility Carried by Structure: CP RAIL
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.4m (57.1ft)

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Structure Number: 5427,  Location: 0.8 MI W OF JCT TH 35E (Lat: 45.007719,  Lng: -93.105967),  Route carried "under" structure: State highway 36,  Year Built: 1936,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 83,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: TH 36,  Facility Carried by Structure: Rice St CSAH 49
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 62032,  Location: 0.5 MI S OF JCT TH 694 (Lat: 45.039664,  Lng: -93.106206),  Route carried "under" structure: County highway 49,  Year Built: 1986,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 15,500 (year 2005),  Truck Traffic: 4%,  Features Intersected: CSAH 49(RICE ST),  Facility Carried by Structure: CP RAIL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.4m (142.4ft)

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Structure Number: 6252,  Location: 0.5 MI E OF JCT TH 49 (Lat: 45.022664,  Lng: -93.097319),  Route carried "under" structure: County highway 23,  Year Built: 1971,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 7,100 (year 2005),  Features Intersected: CSAH 23(CR C),  Facility Carried by Structure: CP RAIL
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 62896,  Location: 0.9 MI N OF JCT TH 36 (Lat: 45.023072,  Lng: -93.090056),  Route carried "under" structure: Interstate 35E,  Year Built: 1987,  Structure Length: 6.06m (19.88ft),  Average Daily Traffic: 116,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: I 35E,  Facility Carried by Structure: Little Canada Rd
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 62902,  Location: AT THE W JCT I 35E & 694 (Lat: 45.032808,  Lng: -93.089386),  Route carried "under" structure: Interstate 694,  Year Built: 2006,  Structure Length: 58.76m (192.78ft),  Average Daily Traffic: 103,000 (year 2004),  Truck Traffic: 9%,  Features Intersected: I 35E , I 694 & BNSF RR,  Facility Carried by Structure: I 35 E NB OFF RAMP
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.3m (270.0ft)

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Structure Number: 62902,  Location: AT THE W JCT I 35E & 694 (Lat: 45.032808,  Lng: -93.089386),  Route carried "under" structure: Interstate 35E,  Year Built: 2006,  Structure Length: 58.76m (192.78ft),  Average Daily Traffic: 116,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: I 35E , I 694 & BNSF RR,  Facility Carried by Structure: I 35 E NB OFF RAMP
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 82.3m (270.0ft)

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Structure Number: 62905,  Location: AT THE W JCT TH 694 & 35E (Lat: 45.034872,  Lng: -93.086958),  Route carried "under" structure: Interstate 35E,  Year Built: 2006,  Structure Length: 13.29m (43.60ft),  Average Daily Traffic: 120,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 35E,  Facility Carried by Structure: I 694 EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 72.5m (237.9ft)

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Structure Number: 9119,  Location: AT THE JCT TH 36 & 35E (Lat: 45.010861,  Lng: -93.089842),  Route carried "under" structure: State highway 36,  Year Built: 1960,  Structure Length: 6.01m (19.72ft),  Average Daily Traffic: 83,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: 35E SB/TH 36,  Facility Carried by Structure: I 35E SB
Minimum Vertical Clearance: 0.57m (1.87ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.7m (61.4ft)

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Structure Number: 912,  Location: AT THE JCT TH 36 & 35E (Lat: 45.010764,  Lng: -93.089531),  Route carried "under" structure: State highway 36,  Year Built: 1960,  Structure Length: 6.01m (19.72ft),  Average Daily Traffic: 83,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: TH 36,  Facility Carried by Structure: I 35E NB
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.7m (61.4ft)

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Structure Number: 9212,  Location: 0.3 MI W OF JCT TH 35E (Lat: 45.009450,  Lng: -93.095114),  Route carried "under" structure: State highway 36,  Year Built: 1960,  Structure Length: 6.44m (21.13ft),  Average Daily Traffic: 83,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: TH 36,  Facility Carried by Structure: CP RAIL
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.8m (61.7ft)