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Bridge Statistics for St. Cloud, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: St. Cloud, MN, Minnesota, Minnesota forum, All US cities. 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
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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 Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Find on map >>
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) Discuss this city on our hugely popular Minnesota forum Back to: St. Cloud, MN, Minnesota, All US cities.
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