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

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Structure Number: 6259,  Location: 0.5 MI E OF JCT CSAH 54 (Lat: 45.075000,  Lng: -93.095833),  Route carried "on" structure: County highway 96,  Year Built: 1999,  Status: Open,  Structure Length: 13.25m (43.47ft),  Design Load: HS 25,  Features Intersected: SUCKER CREEK UNSTABLE MA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 62851,  Location: AT JCT TH 694 & 61 (Lat: 45.037608,  Lng: -93.041792),  Route carried "on" structure: Interstate 694,  Year Built: 1969,  Status: Open,  Structure Length: 8.45m (27.72ft),  Average Daily Traffic: 39,500 (year 2004),  Truck Traffic: 7%,  Design Load: HS 20+Mod,  Features Intersected: TH61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable 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: Low Slump Concrete

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Structure Number: 62852,  Location: AT JCT TH 694 & 61 (Lat: 45.037369,  Lng: -93.041986),  Route carried "on" structure: Interstate 694,  Year Built: 1969,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 8.45m (27.72ft),  Average Daily Traffic: 39,500 (year 2004),  Truck Traffic: 7%,  Design Load: HS 25,  Features Intersected: TH61
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 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: Low Slump Concrete

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Structure Number: 62895,  Location: 1.0 MI N OF E JCT TH 694 (Lat: 45.050339,  Lng: -93.059053),  Route carried "on" structure: County highway 15,  Year Built: 1992,  Status: Open,  Structure Length: 5.95m (19.52ft),  Average Daily Traffic: 18,800 (year 2005),  Design Load: HS 25,  Features Intersected: I 35E
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: 28.7m (94.2ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.5 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: 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: 62906,  Location: 0.7 MI E OF W JCT TH 694 (Lat: 45.036531,  Lng: -93.076622),  Route carried "on" structure: County highway 58,  Year Built: 2004,  Status: Open,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 6,900 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,800 (year 2024),  Design Load: HS 25,  Features Intersected: I 35 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 87.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal 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,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,655,000,  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: 62907,  Location: AT THE E JCT TH 694 & 35E (Lat: 45.037733,  Lng: -93.064719),  Route carried "on" structure: Interstate 694,  Year Built: 2006,  Status: Open,  Structure Length: 15.50m (50.85ft),  Average Daily Traffic: 44,500 (year 2004),  Truck Traffic: 5%,  Features Intersected: I 35E
Minimum Vertical Clearance: 30+ m (98+ ft),  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.7m (64.6ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 80.9m (265.4ft),  Curb-To-Curb Width: 19.7m (64.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 70.2 metric tons,  Inventory Rating: 40.8 metric tons,  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: 62908,  Location: AT THE E JCT TH 694 & 35E (Lat: 45.037942,  Lng: -93.061156),  Route carried "on" structure: Ramp Interstate 35E,  Year Built: 2006,  Status: Open,  Structure Length: 11.07m (36.32ft),  Average Daily Traffic: 9,000 (year 2004),  Truck Traffic: 6%,  Design Load: HS 25,  Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft),  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 63.0m (206.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 68.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal 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: 62909,  Location: 0.4 MI E OF E JCT TH 35 (Lat: 45.037011,  Lng: -93.058094),  Route carried "on" structure: City street 107,  Year Built: 2006,  Status: Not yet open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 3,250 (year 2003),  Features Intersected: I 694 & RAMPS,  Facility Carried by Structure: LABORE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 57.6m (189.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 71.8 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: 6291,  Location: AT THE E JCT TH 694 & 35E (Lat: 45.039633,  Lng: -93.062247),  Route carried "on" structure: Ramp Interstate 35E,  Year Built: 2006,  Status: Open,  Structure Length: 12.76m (41.86ft),  Average Daily Traffic: 9,000 (year 2004),  Truck Traffic: 6%,  Design Load: HS 25,  Features Intersected: I 35E & I 694 WB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.0m (157.5ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 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: 658,  Location: 0.97 mi NW of W jct i 35E (Lat: 45.045142,  Lng: -93.106253),  Route carried "on" structure: County highway 49,  Year Built: 1957,  Status: Open,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 18,600 (year 2005),  Truck Traffic: 3%,  Design Load: HS 20+Mod,  Features Intersected: I 694
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.00m (26.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,505,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $234,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 90389,  Location: 0.6 MI E OF JCT CSAH 54 (Lat: 45.064767,  Lng: -93.094550),  Route carried "on" structure: County highway 12,  Year Built: 1930,  Status: Open,  Structure Length: 0.51m (1.67ft),  Average Daily Traffic: 5,500 (year 2005),  Features Intersected: SUCKER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 2.1m (6.9ft)

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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $310,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9562,  Location: At the E Jct TH 694 & 35E (Lat: 45.037733,  Lng: -93.064719),  Route carried "on" structure: Interstate 694,  Year Built: 1967,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 44,500 (year 2004),  Truck Traffic: 6%,  Design Load: HS 20+Mod,  Features Intersected: I 35E NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: Low Slump Concrete

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Structure Number: 9563,  Location: At the E Jct TH 694 & 35E (Lat: 45.037942,  Lng: -93.061156),  Route carried "on" structure: Interstate 694,  Year Built: 1966,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 44,500 (year 2004),  Truck Traffic: 6%,  Design Load: HS 20+Mod,  Features Intersected: I 35E SB off ramp
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.3m (53.5ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $678,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $175,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9567,  Location: 1.4 MI N OF E JCT TH 694 (Lat: 45.056719,  Lng: -93.057542),  Route carried "on" structure: Interstate 35E,  Year Built: 1967,  Status: Open,  Structure Length: 7.82m (25.66ft),  Average Daily Traffic: 38,500 (year 2004),  Truck Traffic: 4%,  Design Load: HS 20+Mod,  Features Intersected: GOOSE LK RD & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  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: Low Slump Concrete

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Structure Number: 9568,  Location: 1.4 MI N OF E JCT TH 694 (Lat: 45.057008,  Lng: -93.057172),  Route carried "on" structure: Interstate 35E,  Year Built: 1967,  Status: Open,  Structure Length: 7.82m (25.66ft),  Average Daily Traffic: 38,500 (year 2004),  Truck Traffic: 4%,  Design Load: HS 20+Mod,  Features Intersected: GOOSE LAKE RD & BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.5m (67.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,066,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $1,189,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9827,  Location: 0.4 Mi East of Jct TH 35 (Lat: 45.037894,  Lng: -93.057617),  Route carried "on" structure: City street 107,  Year Built: 1967,  Status: Open,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 3,450 (year 2005),  Design Load: HS 20,  Features Intersected: I 694 WB,  Facility Carried by Structure: Labore Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.4m (53.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.10m (16.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $550,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $1,006,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 9828,  Location: 0.4 Mi East of Jct TH 35 (Lat: 45.037011,  Lng: -93.058094),  Route carried "on" structure: City street 107,  Year Built: 1967,  Status: Open,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 3,450 (year 2005),  Design Load: HS 20,  Features Intersected: I 694 EB,  Facility Carried by Structure: Labore Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.7m (61.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: Low Slump Concrete

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Structure Number: 62851,  Location: AT JCT TH 694 & 61 (Lat: 45.037608,  Lng: -93.041792),  Route carried "under" structure: US 61,  Year Built: 1969,  Structure Length: 8.45m (27.72ft),  Average Daily Traffic: 30,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: TH61,  Facility Carried by Structure: I 694 WB
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 62852,  Location: AT JCT TH 694 & 61 (Lat: 45.037369,  Lng: -93.041986),  Route carried "under" structure: US 61,  Year Built: 1969,  Structure Length: 8.45m (27.72ft),  Average Daily Traffic: 30,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: TH61,  Facility Carried by Structure: I 694 EB
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 62895,  Location: 1.0 MI N OF E JCT TH 694 (Lat: 45.050339,  Lng: -93.059053),  Route carried "under" structure: Interstate 35E,  Year Built: 1992,  Structure Length: 5.95m (19.52ft),  Average Daily Traffic: 77,000 (year 2004),  Truck Traffic: 4%,  Features Intersected: I 35E,  Facility Carried by Structure: Co Rd E (CSAH 15)
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 62906,  Location: 0.7 MI E OF W JCT TH 694 (Lat: 45.036531,  Lng: -93.076622),  Route carried "under" structure: Interstate 35E,  Year Built: 2004,  Structure Length: 8.07m (26.48ft),  Average Daily Traffic: 120,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 35 E,  Facility Carried by Structure: EDGERTON ST(CSAH58
Minimum Vertical Clearance: 5.09m (16.70ft),  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 62907,  Location: AT THE E JCT TH 694 & 35E (Lat: 45.037733,  Lng: -93.064719),  Route carried "under" structure: Interstate 35E,  Year Built: 2006,  Structure Length: 15.50m (50.85ft),  Average Daily Traffic: 120,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 35E,  Facility Carried by Structure: I 694 WB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 80.9m (265.4ft)

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Structure Number: 62908,  Location: AT THE E JCT TH 694 & 35E (Lat: 45.037942,  Lng: -93.061156),  Route carried "under" structure: Interstate 694,  Year Built: 2006,  Structure Length: 11.07m (36.32ft),  Average Daily Traffic: 89,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 694,  Facility Carried by Structure: I 35E SB OFF RAMP
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 63.0m (206.7ft)

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Structure Number: 62909,  Location: 0.4 MI E OF E JCT TH 35 (Lat: 45.037011,  Lng: -93.058094),  Route carried "under" structure: Interstate 694,  Year Built: 2006,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 89,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 694 & RAMPS,  Facility Carried by Structure: LABORE ROAD
Minimum Vertical Clearance: 5.88m (19.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 62909,  Location: 0.4 MI E OF E JCT TH 35 (Lat: 45.037011,  Lng: -93.058094),  Route carried "under" structure: Ramp Interstate 694,  Year Built: 2006,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 500 (year 2005),  Features Intersected: I 694 & RAMPS,  Facility Carried by Structure: LABORE ROAD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 6291,  Location: AT THE E JCT TH 694 & 35E (Lat: 45.039633,  Lng: -93.062247),  Route carried "under" structure: Interstate 35E,  Year Built: 2006,  Structure Length: 12.76m (41.86ft),  Average Daily Traffic: 120,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 35E & I 694 WB ON RAMP
Minimum Vertical Clearance: 8.41m (27.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.0m (157.5ft)

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Structure Number: 6291,  Location: AT THE E JCT TH 694 & 35E (Lat: 45.039633,  Lng: -93.062247),  Route carried "under" structure: Ramp Interstate 35E,  Year Built: 2006,  Structure Length: 12.76m (41.86ft),  Average Daily Traffic: 5,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 35E & I 694 WB ON RAMP
Minimum Vertical Clearance: 7.41m (24.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.0m (157.5ft)

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Structure Number: 658,  Location: 0.97 mi NW of W jct i 35E (Lat: 45.045142,  Lng: -93.106253),  Route carried "under" structure: Interstate 694,  Year Built: 1957,  Structure Length: 7.31m (23.98ft),  Average Daily Traffic: 98,000 (year 2004),  Truck Traffic: 9%,  Features Intersected: I 694,  Facility Carried by Structure: RICE ST(TH 49)
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 90411,  Location: 0.1 MI S OF JCT CSAH 16 (Lat: 45.041919,  Lng: -93.076617),  Route carried "under" structure: County highway 58,  Year Built: 1948,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 6,900 (year 2005),  Features Intersected: CSAH 58(EDGERTON ST),  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 4.05m (13.29ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 9562,  Location: At the E Jct TH 694 & 35E (Lat: 45.037733,  Lng: -93.064719),  Route carried "under" structure: Interstate 35E,  Year Built: 1967,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 60,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 35E NB,  Facility Carried by Structure: I 694 WB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 9563,  Location: At the E Jct TH 694 & 35E (Lat: 45.037942,  Lng: -93.061156),  Route carried "under" structure: Ramp Interstate 35E,  Year Built: 1966,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 9,000 (year 1996),  Truck Traffic: 2%,  Features Intersected: I 35E SB off ramp,  Facility Carried by Structure: I 694 WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.3m (53.5ft)

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Structure Number: 9567,  Location: 1.4 MI N OF E JCT TH 694 (Lat: 45.056719,  Lng: -93.057542),  Route carried "under" structure: County highway 108,  Year Built: 1967,  Structure Length: 7.82m (25.66ft),  Average Daily Traffic: 3,950 (year 2005),  Features Intersected: GOOSE LK RD & BNSF RR,  Facility Carried by Structure: I 35E SB
Minimum Vertical Clearance: 0.71m (2.33ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 9568,  Location: 1.4 MI N OF E JCT TH 694 (Lat: 45.057008,  Lng: -93.057172),  Route carried "under" structure: County highway 108,  Year Built: 1967,  Structure Length: 7.82m (25.66ft),  Average Daily Traffic: 3,950 (year 2005),  Features Intersected: GOOSE LAKE RD & BNSF RR,  Facility Carried by Structure: I 35E NB
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 9827,  Location: 0.4 Mi East of Jct TH 35 (Lat: 45.037894,  Lng: -93.057617),  Route carried "under" structure: Interstate 694,  Year Built: 1967,  Structure Length: 4.26m (13.98ft),  Average Daily Traffic: 44,500 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 694 WB,  Facility Carried by Structure: Labore Rd
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 9828,  Location: 0.4 Mi East of Jct TH 35 (Lat: 45.037011,  Lng: -93.058094),  Route carried "under" structure: Interstate 694,  Year Built: 1967,  Structure Length: 4.71m (15.45ft),  Average Daily Traffic: 44,500 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 694 EB,  Facility Carried by Structure: Labore Rd
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.7m (61.4ft)