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

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Structure Number: 4513,  Location: 0.2 MI N OF JCT CSAH 11 (Lat: 45.084658,  Lng: -93.211492),  Route carried "on" structure: County highway 45,  Year Built: 1926,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 5,800 (year 2005),  Design Load: HS 20,  Features Intersected: RICE CREEK
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: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 36.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $235,000 ( 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: 4533,  Location: 0.2 MI E OF JCT CSAH 45 (Lat: 45.060081,  Lng: -93.195250),  Route carried "on" structure: County highway 77,  Year Built: 1926,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 6,800 (year 2005),  Design Load: HS 20,  Features Intersected: MC RY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Satisfactory,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $414,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $535,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62516,  Location: 0.3 MI N OF JCT CSAH 11 (Lat: 45.088458,  Lng: -93.218914),  Route carried "on" structure: County highway 44,  Year Built: 1965,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 10,000 (year 2005),  Features Intersected: RICE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 39.2 metric tons,  Inventory Rating: 29.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $63,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62522,  Location: 0.4 MI N OF JCT TH 694 (Lat: 45.070831,  Lng: -93.205181),  Route carried "on" structure: County highway 45,  Year Built: 1967,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 8,700 (year 2005),  Design Load: H 20,  Features Intersected: CO DITCH # 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.1m (10.2ft)

Condition: Channel: Good,  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: July 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 62828,  Location: 0.8 MI W OF JCT TH 35W (Lat: 45.065417,  Lng: -93.202211),  Route carried "on" structure: County highway 45,  Year Built: 1989,  Status: Open,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 14,200 (year 2005),  Design Load: HS 25,  Features Intersected: I 694
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: 21.3m (69.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.5 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 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: 92876,  Location: 0.1 MI E OF SILVER LK RD (Lat: 45.086181,  Lng: -93.216617),  Route carried "on" structure: City street 101,  Year Built: 1971,  Status: Open,  Structure Length: 1.47m (4.82ft),  Design Load: HS 20,  Features Intersected: RICE CREEK
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: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 29.4 metric tons,  Inventory Rating: 19.6 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: Febuary 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 93532,  Location: 0.1 MI W OF JCT CSAH 77 (Lat: 45.051142,  Lng: -93.200358),  Route carried "on" structure: County highway 15,  Year Built: 1968,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,400 (year 2005),  Design Load: HS 20,  Features Intersected: CO DITCH # 2
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),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.4m (4.6ft)

Condition: Channel: Poor,  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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $77,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $18,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 93533,  Location: 0.1 MI S OF JCT CSAH 15 (Lat: 45.050961,  Lng: -93.199683),  Route carried "on" structure: County highway 77,  Year Built: 1968,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 10,000 (year 2005),  Design Load: HS 20,  Features Intersected: CO DITCH # 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 8 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.7m (5.6ft)

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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $21,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9389,  Location: 0.4 MI W OF JCT TH 35W (Lat: 45.066664,  Lng: -93.193139),  Route carried "on" structure: County highway 77,  Year Built: 1964,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 9,800 (year 2005),  Design Load: HS 20,  Features Intersected: I 694
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: 37.2m (122.0ft),  Material/Design: Steel continuous,  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: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,104,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $1,296,000 ( 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: 9473,  Location: 0.1 MI SW OF JCT TH 35W (Lat: 45.039453,  Lng: -93.192297),  Route carried "on" structure: State highway 888A,  Year Built: 1963,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 4,550 (year 2004),  Truck Traffic: 7%,  Design Load: HS 20,  Features Intersected: Mc Rail (County 88)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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

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Structure Number: 9474,  Location: 0.1 MI SW OF JCT TH35W (Lat: 45.039144,  Lng: -93.192386),  Route carried "on" structure: State highway 888A,  Year Built: 1963,  Status: Open,  Structure Length: 5.16m (16.93ft),  Average Daily Traffic: 4,550 (year 2004),  Truck Traffic: 7%,  Design Load: HS 20,  Features Intersected: Mc Rail (County 88)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.4m (63.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: 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

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Structure Number: 9492,  Location: AT THE JCT TH 35W & 88 (Lat: 45.040467,  Lng: -93.189664),  Route carried "on" structure: State highway 888A,  Year Built: 1964,  Status: Open,  Structure Length: 11.81m (38.75ft),  Average Daily Traffic: 4,550 (year 2004),  Truck Traffic: 7%,  Design Load: HS 20,  Features Intersected: I 35W & (County 88)
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: 11.3m (37.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 37.6m (123.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.80m (38.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $1,465,000,  Total Project Cost: $2,178,000 ( 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: 9869,  Location: 1.7 MI W OF JCT TH 35W (Lat: 45.064519,  Lng: -93.218472),  Route carried "on" structure: County highway 44,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 22,700 (year 2005),  Design Load: HS 20,  Features Intersected: I 694,  Facility Carried by Structure: Silver Lk Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 20 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: 0.0m,  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 30.1m (98.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,957,000,  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: 2937,  Location: 0.1 MI S OF JCT CSAH 15 (Lat: 45.049422,  Lng: -93.199222),  Route carried "under" structure: County highway 77,  Year Built: 1928,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 10,000 (year 2005),  Features Intersected: CSAH 77(8TH AV NW),  Facility Carried by Structure: CP RAIL
Minimum Vertical Clearance: 4.54m (14.90ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.9m (39.0ft)

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Structure Number: 62828,  Location: 0.8 MI W OF JCT TH 35W (Lat: 45.065417,  Lng: -93.202211),  Route carried "under" structure: Interstate 694,  Year Built: 1989,  Structure Length: 6.09m (19.98ft),  Average Daily Traffic: 108,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: I 694,  Facility Carried by Structure: Long Lk Rd(CSAH45)
Minimum Vertical Clearance: 5.55m (18.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 9357,  Location: 0.7 MI N OF JCT TH 88 (Lat: 45.050225,  Lng: -93.187753),  Route carried "under" structure: Interstate 35W,  Year Built: 1963,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 111,000 (year 2004),  Truck Traffic: 6%,  Features Intersected: I 35W,  Facility Carried by Structure: CP RAIL
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.1m (72.5ft)

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Structure Number: 9389,  Location: 0.4 MI W OF JCT TH 35W (Lat: 45.066664,  Lng: -93.193139),  Route carried "under" structure: Interstate 694,  Year Built: 1964,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 108,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: I 694,  Facility Carried by Structure: 5TH AVE NW(CSAH77)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)

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Structure Number: 939,  Location: 0.5 MI W OF JCT TH 35W (Lat: 45.066761,  Lng: -93.195108),  Route carried "under" structure: Interstate 694,  Year Built: 1964,  Structure Length: 6.38m (20.93ft),  Average Daily Traffic: 108,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: I 694,  Facility Carried by Structure: MC RAIL
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 20.9m (68.6ft)

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Structure Number: 9492,  Location: AT THE JCT TH 35W & 88 (Lat: 45.040467,  Lng: -93.189664),  Route carried "under" structure: Interstate 35W,  Year Built: 1964,  Structure Length: 11.81m (38.75ft),  Average Daily Traffic: 102,000 (year 2004),  Truck Traffic: 5%,  Features Intersected: I 35W & (County 88),  Facility Carried by Structure: TH 888A EB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.6m (123.4ft)

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Structure Number: 9869,  Location: 1.7 MI W OF JCT TH 35W (Lat: 45.064519,  Lng: -93.218472),  Route carried "under" structure: Interstate 694,  Year Built: 1964,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 108,000 (year 2004),  Truck Traffic: 9%,  Features Intersected: I 694,  Facility Carried by Structure: Silver Lk Rd
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.5m (67.3ft)