Bridge Statistics for Hudson, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: B550026,  Location: 0.6M W JCT CTH F (Lat: 44.962425,  Lng: -92.743339),  Route carried "on" structure: City street ,  Year Built: 1973,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 12,700 (year 2005),  Average Future Daily Traffic: 12,700 (year 2025),  Design Load: HS 20,  Features Intersected: IH 94-USH 12-STH 35,  Facility Carried by Structure: LRD 11TH ST
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: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B550061,  Location: 0.5M W JCT STH 35 TO N (Lat: 44.962903,  Lng: -92.758253),  Route carried "on" structure: Interstate 94,  Year Built: 1973,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 72.55m (238.02ft),  Average Daily Traffic: 37,125 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 61,240 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: LRD LAKE ST-ST CROIX RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 15.8m (51.8ft), Horizontal Clearance: 95.4m (313.0ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 118.9m (390.1ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 34.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.1 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: June 2006,  Underwater Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B550065,  Location: 0.2M E JCT STH 35 TO N (Lat: 44.962539,  Lng: -92.751025),  Route carried "on" structure: Interstate 94,  Year Built: 1972,  Status: Open,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 56,800 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 98,000 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: LRD FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 41.8m (137.1ft),  Out-to-Out Width: 43.2m (141.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum 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 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B550066,  Location: 0.6M E MINN STATE LINE (Lat: 44.962508,  Lng: -92.752694),  Route carried "on" structure: Interstate 94,  Year Built: 1972,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 61,790 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 106,040 (year 2023),  Design Load: HS 20+Mod,  Features Intersected: STH 35 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 44.1m (144.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: B550073,  Location: 1.9M N JCT IH 94 TO W (Lat: 44.988606,  Lng: -92.757042),  Route carried "on" structure: State highway 35,  Year Built: 1978,  Status: Open,  Structure Length: 11.54m (37.86ft),  Average Daily Traffic: 14,000 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 20,300 (year 2025),  Design Load: HS 20,  Features Intersected: LAKE MALLALIEU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.2m (125.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2006,  Underwater Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: B550098,  Location: 0.4M E JCT STH 35,  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 860 (year 2005),  Average Future Daily Traffic: 860 (year 2025),  Design Load: HS 20,  Features Intersected: UNION PACIFIC RR,  Facility Carried by Structure: LRD SEVENTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: B550126,  Location: AT MINNESOTA STATE LINE (Lat: 44.962300,  Lng: -92.767500),  Route carried "on" structure: Interstate 94,  Year Built: 1995,  Status: Open,  Structure Length: 72.39m (237.50ft),  Average Daily Traffic: 28,500 (year 2005),  Average Future Daily Traffic: 28,500 (year 2025),  Design Load: HS 20,  Features Intersected: LRD LAKE ST-ST CROIX RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Navigation Control: Yes ( Vertical Clearance: 18.3m (60.0ft), Horizontal Clearance: 97.8m (320.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 118.9m (390.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2006,  Underwater Inspection Date: August 2004,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B550132,  Location: 1.3M S JCT IH 94,  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 9,100 (year 2004),  Average Future Daily Traffic: 1,200 (year 2025),  Design Load: HS 20,  Features Intersected: LRD ALBERT ROAD,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $477,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $715,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B550133,  Location: 1.3M S JCT IH 94,  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 9,100 (year 2004),  Average Future Daily Traffic: 1,200 (year 2025),  Design Load: HS 20,  Features Intersected: LRD ALBERT ROAD,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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,  Length Of Structure Improvement: 2.99m (9.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $477,000,  Roadway Improvement Cost: $47,000,  Total Project Cost: $715,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: P550709,  Location: 0.1M W JCT STH 35,  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 2,940 (year 2005),  Average Future Daily Traffic: 2,940 (year 2025),  Design Load: HS 20,  Features Intersected: ST CROIX RIVER 04,  Facility Carried by Structure: LRD WALNUT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.3m (50.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Serious,  Operating Rating: 51.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $638,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $958,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B550026,  Location: 0.6M E JCT STH 35 TO N (Lat: 44.962425,  Lng: -92.743339),  Route carried "under" structure: Interstate 94,  Year Built: 1973,  Structure Length: 7.17m (23.52ft),  Average Daily Traffic: 56,800 (year 2005),  Truck Traffic: 1%,  Features Intersected: IH 94-USH 12-STH 35,  Facility Carried by Structure: LRD 11TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: B550061,  Location: AT USH 12 (Lat: 44.962903,  Lng: -92.758253),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 72.55m (238.02ft),  Average Daily Traffic: 99 (year 2005),  Features Intersected: LRD LAKE ST-ST CROIX RIV,  Facility Carried by Structure: IH 94 WB-USH 12 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 118.9m (390.1ft)

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Structure Number: B550065,  Location: 0.3M S JCT STH 35 (Lat: 44.962539,  Lng: -92.751025),  Route carried "under" structure: City street ,  Year Built: 1972,  Structure Length: 5.19m (17.03ft),  Average Daily Traffic: 300 (year 2005),  Features Intersected: LRD FRONT ST,  Facility Carried by Structure: IH 94-USH 12-STH 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: B550066,  Location: AT JCT IH 94 (Lat: 44.962508,  Lng: -92.752694),  Route carried "under" structure: State highway 35,  Year Built: 1972,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 13,300 (year 2005),  Truck Traffic: 3%,  Features Intersected: STH 35 SB,  Facility Carried by Structure: IH 94-USH 12-STH 3
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

Structure Number: B550084,  Location: 0.6M E JCT STH 35,  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 2,530 (year 2005),  Features Intersected: LRD A ELEVENTH ST,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: B550126,  Location: 0.4M N JCT STH 95 (Lat: 44.962300,  Lng: -92.767500),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 72.39m (237.50ft),  Average Daily Traffic: 99 (year 2005),  Features Intersected: LRD LAKE ST-ST CROIX RIV,  Facility Carried by Structure: IH 94 EB-USH 12 EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 118.9m (390.1ft)

Structure Number: B550132,  Location: 0.1M S JCT BIENEMAN DR,  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 99 (year 2005),  Features Intersected: LRD ALBERT ROAD,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

Structure Number: B550133,  Location: 0.1M S JCT BIENEMAN DR,  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 2.54m (8.33ft),  Average Daily Traffic: 99 (year 2005),  Features Intersected: LRD ALBERT ROAD,  Facility Carried by Structure: LRD CARMICHAEL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: B550917,  Location: 1.8M N JCT IH 94 TO W (Lat: 44.986667,  Lng: -92.756667),  Route carried "under" structure: State highway 35,  Year Built: 1934,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 13,300 (year 2005),  Truck Traffic: 3%,  Features Intersected: STH 35-2ND ST,  Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 17.7m (58.1ft)