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

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Structure Number: 5004,  Location: 1.2 MI N OF JCT TH 23 (Lat: 45.582103,  Lng: -94.146339),  Route carried "on" structure: City street 107,  Year Built: 1968,  Status: Open,  Structure Length: 9.15m (30.02ft),  Average Daily Traffic: 3,250 (year 2003),  Design Load: HS 20,  Features Intersected: US 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.5m (83.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 5005,  Location: 0.9 MI N OF JCT TH 23 (Lat: 45.577681,  Lng: -94.146969),  Route carried "on" structure: City street 109,  Year Built: 1969,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 6,700 (year 2003),  Design Load: HS 20,  Features Intersected: US 10,  Facility Carried by Structure: BENTON DR S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 5006,  Location: 2.4 MI N OF JCT TH 23 (Lat: 45.598486,  Lng: -94.148464),  Route carried "on" structure: County highway 3,  Year Built: 1969,  Status: Open,  Structure Length: 8.89m (29.17ft),  Average Daily Traffic: 6,700 (year 2003),  Design Load: HS 20,  Features Intersected: US 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.3m (86.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 5011,  Location: 3.3 MI N OF JCT TH 23 (Lat: 45.599678,  Lng: -94.187403),  Route carried "on" structure: State highway 15,  Year Built: 1993,  Status: Open,  Structure Length: 52.14m (171.06ft),  Average Daily Traffic: 21,100 (year 2004),  Truck Traffic: 8%,  Design Load: HS 25,  Features Intersected: MISS R, BENTON DR & RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.0m (85.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 80.0 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2007,  Underwater Inspection Date: September 2004,  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: 5534,  Location: AT CO LINE (Lat: 45.587742,  Lng: -94.169789),  Route carried "on" structure: City street 102,  Year Built: 2006,  Status: Open,  Structure Length: 39.57m (129.82ft),  Average Daily Traffic: 19,000 (year 2003),  Design Load: HS 25,  Features Intersected: MISS R, BNSF RR, STRS,  Facility Carried by Structure: 2nd AVE N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 5,  Length of Maximum Span: 89.9m (294.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 70.2 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2006,  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: 91265,  Location: 1.0 MI NW OF JCT TH 23 (Lat: 45.578014,  Lng: -94.147511),  Route carried "on" structure: US 10,  Year Built: 1970,  Status: Open,  Structure Length: 0.36m (1.18ft),  Average Daily Traffic: 22,000 (year 2004),  Truck Traffic: 8%,  Design Load: HS 20,  Features Intersected: CO DITCH # 3
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: 36.3m (119.1ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.6m (11.8ft)

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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5004,  Location: 1.2 MI N OF JCT TH 23 (Lat: 45.582103,  Lng: -94.146339),  Route carried "under" structure: US 10,  Year Built: 1968,  Structure Length: 9.15m (30.02ft),  Average Daily Traffic: 22,900 (year 2004),  Truck Traffic: 8%,  Features Intersected: US 10
Minimum Vertical Clearance: 6.55m (21.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.5m (83.7ft)

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Structure Number: 5005,  Location: 0.9 MI N OF JCT TH 23 (Lat: 45.577681,  Lng: -94.146969),  Route carried "under" structure: US 10,  Year Built: 1969,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 22,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: US 10,  Facility Carried by Structure: BENTON DR S
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)

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Structure Number: 5006,  Location: 2.4 MI N OF JCT TH 23 (Lat: 45.598486,  Lng: -94.148464),  Route carried "under" structure: US 10,  Year Built: 1969,  Structure Length: 8.89m (29.17ft),  Average Daily Traffic: 22,900 (year 2004),  Truck Traffic: 8%,  Features Intersected: US 10,  Facility Carried by Structure: CSAH 3
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 5011,  Location: 3.3 MI N OF JCT TH 23 (Lat: 45.599678,  Lng: -94.187403),  Route carried "under" structure: County highway 33,  Year Built: 1993,  Structure Length: 52.14m (171.06ft),  Average Daily Traffic: 8,800 (year 2003),  Features Intersected: MISS R, BENTON DR & RR,  Facility Carried by Structure: TH 15
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 5534,  Location: AT CO LINE (Lat: 45.587742,  Lng: -94.169789),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 39.57m (129.82ft),  Average Daily Traffic: 50 (year 2006),  Features Intersected: MISS R, BNSF RR, STRS,  Facility Carried by Structure: 2nd AVE N
Minimum Vertical Clearance: 7.32m (24.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 89.9m (294.9ft)

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Structure Number: 5534,  Location: AT CO LINE (Lat: 45.587742,  Lng: -94.169789),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 39.57m (129.82ft),  Average Daily Traffic: 30 (year 2006),  Features Intersected: MISS R, BNSF RR, STRS,  Facility Carried by Structure: 2nd AVE N
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 89.9m (294.9ft)