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Bridge Statistics for St. Cloud, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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National Bridge Inventory (NBI) Statistics
Number of bridges: 35
Total length: 304 meters (997ft)
Total costs: $5,811,000
Total average daily traffic: 571,751
Total average daily truck traffic: 27,346
National Bridge Inventory (NBI) Registered Bridges for St. Cloud

New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 3
  • 1940-1949: 0
  • 1950-1959: 11
  • 1960-1969: 2
  • 1970-1979: 8
  • 1980-1989: 8
  • 1990-1999: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 5417,  Location: 1.5 MI SE OF JCT CSAH 7 (Lat: 45.470261,  Lng: -94.135597),  Route carried "on" structure: County highway 75,  Year Built: 1935,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 3,850 (year 2003),  Design Load: H 15,  Features Intersected: ST AUGUSTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 17.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $130,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6748,  Location: 0.7 MI W OF JCT TH 10 (Lat: 45.561536,  Lng: -94.151353),  Route carried "on" structure: State highway 23,  Year Built: 1957,  Status: Closed,  Structure Length: 27.11m (88.94ft),  Average Daily Traffic: 31,000 (year 2004),  Truck Traffic: 3%,  Design Load: HS 20,  Features Intersected: MISS R & RIVERSIDE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 4,  Length of Maximum Span: 88.6m (290.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 38.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.10m (88.91ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 48 months,  Inspection Date: August 2007,  Critical Feature Inspection Date: August 2007,  Underwater Inspection Date: September 2004,  Other Special Inspection Date: August 2007,  Bridge Improvement Cost: $7,933,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 6819,  Location: 2.4 MI W. OF JCT TH 15 (Lat: 45.554517,  Lng: -94.258019),  Route carried "on" structure: County highway 75,  Year Built: 1954,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 22,500 (year 2003),  Design Load: HS 20,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 60 months,  Inspection Date: January 2008,  Other Special Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 73019,  Location: 0.9 MI S OF JCT TH 23 (Lat: 45.540531,  Lng: -94.207161),  Route carried "on" structure: County highway 137,  Year Built: 1978,  Status: Open,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 10,200 (year 2003),  Design Load: HS 20,  Features Intersected: MN 15
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: 10.1m (33.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Superior 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,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 73025,  Location: 0.6 MI N OF JCT TH 23 (Lat: 45.562033,  Lng: -94.206006),  Route carried "on" structure: State highway 15,  Year Built: 1987,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 17,000 (year 2004),  Truck Traffic: 8%,  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,074,000,  Total Project Cost: $692,000 ( Estimate for 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: 73026,  Location: 0.6 MI N OF JCT TH 23 (Lat: 45.562108,  Lng: -94.205694),  Route carried "on" structure: State highway 15,  Year Built: 1987,  Status: Open,  Structure Length: 6.82m (22.38ft),  Average Daily Traffic: 17,000 (year 2004),  Truck Traffic: 8%,  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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: Superior to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,074,000,  Total Project Cost: $692,000 ( Estimate for 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: 73027,  Location: 2.0 MI N OF JCT TH 23 (Lat: 45.581756,  Lng: -94.201756),  Route carried "on" structure: State highway 15,  Year Built: 1990,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 15,000 (year 2004),  Truck Traffic: 8%,  Design Load: HS 25,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  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: 73028,  Location: 2.0 MI N OF JCT TH 23 (Lat: 45.581767,  Lng: -94.201397),  Route carried "on" structure: State highway 15,  Year Built: 1990,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 15,000 (year 2004),  Truck Traffic: 8%,  Design Load: HS 25,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.0m (85.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 94.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  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: 73514,  Location: 0.8 MI SW OF JCT TH 10 (Lat: 45.561667,  Lng: -94.155000),  Route carried "on" structure: City street 128,  Year Built: 1971,  Status: Posted for load-capacity,  Structure Length: 23.38m (76.71ft),  Average Daily Traffic: 16,300 (year 2003),  Design Load: HS 20,  Features Intersected: MISSISSIPPI RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 65.5m (214.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.40m (76.77ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $4,844,000,  Total Project Cost: $2,992,000 ( Estimate for 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: 73529,  Location: 0.1 MI E OF JCT CR 134 (Lat: 45.569358,  Lng: -94.225708),  Route carried "on" structure: County highway 4,  Year Built: 1984,  Status: Open,  Structure Length: 4.56m (14.96ft),  Average Daily Traffic: 26,800 (year 2003),  Design Load: HS 20,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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,  Inspection Date: January 2008,  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: 7354,  Location: 0.2 MI W OF JCT CSAH 8 (Lat: 45.533333,  Lng: -94.146667),  Route carried "on" structure: City street 101,  Year Built: 1983,  Status: Open,  Structure Length: 35.70m (117.13ft),  Average Daily Traffic: 17,900 (year 2003),  Design Load: HS 20,  Features Intersected: MISS R & 101(1ST AVE S)
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: 11.9m (39.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 7,  Length of Maximum Span: 51.4m (168.6ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Underwater Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 73852,  Location: 2.0 MI E OF JCT TH 15 (Lat: 45.498686,  Lng: -94.198858),  Route carried "on" structure: County highway 136,  Year Built: 1976,  Status: Open,  Structure Length: 9.47m (31.07ft),  Average Daily Traffic: 1,550 (year 2003),  Design Load: HS 20,  Features Intersected: I 94
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: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 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: 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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 73858,  Location: 0.5 MI N OF JCT TH 94 (Lat: 45.503872,  Lng: -94.234961),  Route carried "on" structure: County highway 6,  Year Built: 1976,  Status: Open,  Structure Length: 9.01m (29.56ft),  Average Daily Traffic: 1,500 (year 2003),  Design Load: HS 20,  Features Intersected: MN 15
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),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.3m (89.6ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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,  Deck Protection: Galvanized Reinforcing
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Structure Number: 8061,  Location: 0.6 MI N OF JCT CSAH 6 (Lat: 45.510553,  Lng: -94.219344),  Route carried "on" structure: County highway 74,  Year Built: 1933,  Status: Open,  Structure Length: 0.34m (1.12ft),  Average Daily Traffic: 4,450 (year 2003),  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Equal 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,  Inspection Date: January 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8432,  Location: 1.4 MI N OF JCT TH 94 (Lat: 45.511667,  Lng: -94.141667),  Route carried "on" structure: County highway 75,  Year Built: 1935,  Status: Open,  Structure Length: 0.43m (1.41ft),  Average Daily Traffic: 19,200 (year 2003),  Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 9021,  Location: AT JCT TH 23 IN ST CLOUD (Lat: 45.564911,  Lng: -94.142797),  Route carried "on" structure: State highway 23,  Year Built: 1957,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,350 (year 2004),  Truck Traffic: 10%,  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,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 9022,  Location: AT JCT TH 23 IN ST CLOUD (Lat: 45.564658,  Lng: -94.142822),  Route carried "on" structure: State highway 23,  Year Built: 1957,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 11,350 (year 2004),  Truck Traffic: 10%,  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,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.6m (44.6ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 71.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 9086,  Location: 1.3 MI W OF JCT TH 10 (Lat: 45.556667,  Lng: -94.161667),  Route carried "on" structure: State highway 23,  Year Built: 1958,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 29,000 (year 2004),  Truck Traffic: 3%,  Design Load: HS 20,  Features Intersected: 10TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Inventory Rating: 53.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $1,635,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $1,254,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 9139,  Location: 0.6 MI N OF JCT TH 94 (Lat: 45.505953,  Lng: -94.233261),  Route carried "on" structure: State highway 15,  Year Built: 1976,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 14,300 (year 2004),  Truck Traffic: 8%,  Design Load: HS 20,  Features Intersected: CO DITCH # 14
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: 40.8m (133.9ft),  Skew: 12 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.2m (10.5ft)

Condition: Channel: Good,  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 desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Length Of Structure Improvement: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $128,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: L8384,  Location: 1.5 MI E OF JCT TH152 (Lat: 45.481228,  Lng: -94.129786),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Closed,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1 (year 1984),  Features Intersected: ST AUGUSTA CREEK,  Facility Carried by Structure: MUN -
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.6m (28.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Good,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2000,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $51,000 ( Estimate for 2006),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 6748,  Location: 0.7 MI W OF JCT TH 10 (Lat: 45.561536,  Lng: -94.151353),  Route carried "under" structure: City street 297,  Year Built: 1957,  Structure Length: 27.11m (88.94ft),  Average Daily Traffic: 100 (year 1975),  Features Intersected: MISS R & RIVERSIDE DR,  Facility Carried by Structure: TH 23
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Truss - Deck,  Length of Maximum Span: 88.6m (290.7ft)

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Structure Number: 6846,  Location: 0.5 MI W OF JCT TH 10 (Lat: 45.563333,  Lng: -94.143333),  Route carried "under" structure: State highway 23,  Year Built: 1958,  Structure Length: 2.91m (9.55ft),  Average Daily Traffic: 29,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: MN 23,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 4.63m (15.19ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.5m (37.7ft)

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Structure Number: 6847,  Location: 0.6 MI W OF JCT TH 10 (Lat: 45.562217,  Lng: -94.148550),  Route carried "under" structure: State highway 23,  Year Built: 1958,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 29,000 (year 2004),  Truck Traffic: 3%,  Features Intersected: MN 23,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 73019,  Location: 0.9 MI S OF JCT TH 23 (Lat: 45.540531,  Lng: -94.207161),  Route carried "under" structure: State highway 15,  Year Built: 1978,  Structure Length: 7.45m (24.44ft),  Average Daily Traffic: 14,300 (year 2004),  Truck Traffic: 8%,  Features Intersected: MN 15,  Facility Carried by Structure: CSAH 137(18th ST S
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 73029,  Location: 1.2 MI N OF JCT TH 23 (Lat: 45.570800,  Lng: -94.205606),  Route carried "under" structure: State highway 15,  Year Built: 1987,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 29,000 (year 2004),  Truck Traffic: 8%,  Features Intersected: MN 15,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 73505,  Location: 0.4 MI N OF JCT TH 23 (Lat: 45.562086,  Lng: -94.165656),  Route carried "under" structure: City street 145,  Year Built: 1961,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 23,000 (year 2003),  Features Intersected: MSAS 145,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 73507,  Location: 0.4 MI N OF JCT TH 23 (Lat: 45.562119,  Lng: -94.165978),  Route carried "under" structure: City street 145,  Year Built: 1962,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 23,000 (year 2003),  Features Intersected: MSAS 145(@ 3RD ST),  Facility Carried by Structure: PED WALKWAY
Minimum Vertical Clearance: 5.73m (18.80ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 7354,  Location: 0.2 MI W OF JCT CSAH 8 (Lat: 45.533333,  Lng: -94.146667),  Route carried "under" structure: City street 132,  Year Built: 1983,  Structure Length: 35.70m (117.13ft),  Average Daily Traffic: 500 (year 1986),  Features Intersected: MISS R & 101(1ST AVE S),  Facility Carried by Structure: MSAS 101
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.4m (168.6ft)

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Structure Number: 73541,  Location: AT 3RD AVE S (Lat: 45.533333,  Lng: -94.150000),  Route carried "under" structure: City street 101,  Year Built: 1983,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 17,900 (year 2003),  Features Intersected: MSAS 101(10TH ST),  Facility Carried by Structure: PED WALKWAY
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 73852,  Location: 2.0 MI E OF JCT TH 15 (Lat: 45.498686,  Lng: -94.198858),  Route carried "under" structure: Interstate 94,  Year Built: 1976,  Structure Length: 9.47m (31.07ft),  Average Daily Traffic: 36,000 (year 2004),  Truck Traffic: 12%,  Features Intersected: I 94,  Facility Carried by Structure: CSAH 136
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 73858,  Location: 0.5 MI N OF JCT TH 94 (Lat: 45.503872,  Lng: -94.234961),  Route carried "under" structure: State highway 15,  Year Built: 1976,  Structure Length: 9.01m (29.56ft),  Average Daily Traffic: 14,300 (year 2004),  Truck Traffic: 8%,  Features Intersected: MN 15,  Facility Carried by Structure: CSAH 6
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 9021,  Location: AT JCT TH 23 IN ST CLOUD (Lat: 45.564911,  Lng: -94.142797),  Route carried "under" structure: US 10,  Year Built: 1957,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 24,400 (year 2004),  Truck Traffic: 13%,  Features Intersected: US 10,  Facility Carried by Structure: TH 23 WB
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.6m (44.6ft)

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Structure Number: 9022,  Location: AT JCT TH 23 IN ST CLOUD (Lat: 45.564658,  Lng: -94.142822),  Route carried "under" structure: US 10,  Year Built: 1957,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 24,400 (year 2004),  Truck Traffic: 13%,  Features Intersected: US 10,  Facility Carried by Structure: TH 23 EB
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.6m (44.6ft)

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Structure Number: 9086,  Location: 1.3 MI W OF JCT TH 10 (Lat: 45.556667,  Lng: -94.161667),  Route carried "under" structure: City street 145,  Year Built: 1958,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 18,700 (year 2003),  Features Intersected: 10TH AVE,  Facility Carried by Structure: TH 23
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 93687,  Location: 0.1 MI W OF JCT 4TH AVE (Lat: 45.560000,  Lng: -94.156667),  Route carried "under" structure: City street 118,  Year Built: 1984,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 2,900 (year 2003),  Features Intersected: MSAS 118(1ST ST S),  Facility Carried by Structure: SKYWAY
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Length of Maximum Span: 30.5m (100.1ft)

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