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

Find on map >>   Show street view

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: Posted for load,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 2,291 (year 2008),  Average Future Daily Traffic: 3,850 (year 2029),  Features Intersected: ST AUGUSTA CREEK
Minimum Vertical Clearance: 30.48m (100.00ft),  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: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 12,  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 >>   Show street view

Structure Number: 73011,  Location: 1.3 MI W OF JCT TH 10 (Lat: 45.557269,  Lng: -94.161783),  Route carried "on" structure: State highway 23,  Year Built: 2009,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 30,000 (year 2006),  Average Future Daily Traffic: 30,000 (year 2031),  Features Intersected: 10 AVE
Minimum Vertical Clearance: 99.98m (328.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 73014,  Location: 0.7 MI W JCT US 10 (Lat: 45.561533,  Lng: -94.151353),  Route carried "on" structure: State highway 23,  Year Built: 2008,  Status: Open,  Structure Length: 27.10m (88.91ft),  Average Daily Traffic: 33,000 (year 2006),  Average Future Daily Traffic: 7,500 (year 2029),  Features Intersected: MISSISSIPPI R AND ST
Minimum Vertical Clearance: 99.98m (328.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 105.2m (345.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.2m (89.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

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),  Average Future Daily Traffic: 10,200 (year 2029),  Design Load: HS 20,  Features Intersected: MN 15
Minimum Vertical Clearance: 30.48m (100.00ft),  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: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

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: 16,962 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,000 (year 2029),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30.48m (100.00ft),  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: September 11,  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 >>   Show street view

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: 16,962 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,000 (year 2029),  Design Load: HS 20,  Features Intersected: BNSF RR
Minimum Vertical Clearance: 30.48m (100.00ft),  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: September 11,  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 >>   Show street view

Structure Number: 73027,  Location: 2.0 MI N OF JCT TH 23 (Lat: 45.581486,  Lng: -94.202025),  Route carried "on" structure: State highway 15,  Year Built: 1990,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 15,508 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,000 (year 2029),  Design Load: HS 25,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  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: 54.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.3 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 73028,  Location: 2.0 MI N OF JCT TH 23 (Lat: 45.581561,  Lng: -94.201583),  Route carried "on" structure: State highway 15,  Year Built: 1990,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 15,508 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,000 (year 2029),  Design Load: HS 25,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

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: 16,036 (year 2008),  Average Future Daily Traffic: 16,300 (year 2029),  Design Load: HS 20,  Features Intersected: MISSISSIPPI RIVER,  Facility Carried by Structure: ST GERMAIN
Minimum Vertical Clearance: 30.48m (100.00ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  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 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 11,  Underwater Inspection Date: September 11,  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 >>   Show street view

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: 13,944 (year 2008),  Average Future Daily Traffic: 26,800 (year 2029),  Design Load: HS 20,  Features Intersected: SAUK RIVER
Minimum Vertical Clearance: 30.48m (100.00ft),  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: 49.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

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),  Average Future Daily Traffic: 17,900 (year 2029),  Design Load: HS 20,  Features Intersected: MISS. RIVER & 1ST AVE S,  Facility Carried by Structure: 10 ST S
Minimum Vertical Clearance: 30.48m (100.00ft),  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: 7,  Number Of Approach Spans: 1,  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: Satisfactory,  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 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 11,  Underwater Inspection Date: September 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

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),  Average Future Daily Traffic: 1,550 (year 2029),  Design Load: HS 20,  Features Intersected: I 94
Minimum Vertical Clearance: 30.48m (100.00ft),  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: 70.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

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),  Average Future Daily Traffic: 1,500 (year 2029),  Design Load: HS 20,  Features Intersected: MN 15
Minimum Vertical Clearance: 30.48m (100.00ft),  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: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Deck Protection: Galvanized Reinforcing

Find on map >>   Show street view

Structure Number: 9021,  Location: AT JCT TH 23 IN ST CLOUD (Lat: 45.566333,  Lng: -94.138856),  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%,  Average Future Daily Traffic: 11,350 (year 2029),  Design Load: HS 20,  Features Intersected: US 10
Minimum Vertical Clearance: 30.48m (100.00ft),  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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

Structure Number: 9022,  Location: AT JCT TH 23 IN ST CLOUD (Lat: 45.566167,  Lng: -94.138672),  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%,  Average Future Daily Traffic: 11,350 (year 2029),  Design Load: HS 20,  Features Intersected: US 10
Minimum Vertical Clearance: 30.48m (100.00ft),  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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>   Show street view

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: 15,217 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,300 (year 2029),  Design Load: HS 20,  Features Intersected: CO DITCH # 14
Minimum Vertical Clearance: 30.48m (100.00ft),  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: September 11,  Bridge Improvement Cost: $128,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: L8384,  Location: 1.5 MI E OF JCT TH152 (Lat: 45.481228,  Lng: -94.129786),  Route carried "on" structure: City street 578,  Year Built: 1925,  Status: Closed,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 1 (year 2009),  Average Future Daily Traffic: 1 (year 2029),  Features Intersected: ST AUGUSTA CREEK,  Facility Carried by Structure: Franklin Rd
Minimum Vertical Clearance: 30.48m (100.00ft),  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,  Operating Rating: 13.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: October 2008,  Bridge Improvement Cost: $101,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $51,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

Find on map >>   Show street view

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: 31,985 (year 2008),  Truck Traffic: 3%,  Features Intersected: MN 23,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 0.46m (1.51ft),  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 >>   Show street view

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: 31,985 (year 2008),  Truck Traffic: 3%,  Features Intersected: MN 23,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 4.72m (15.49ft),  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 >>   Show street view

Structure Number: 73011,  Location: 1.3 MI W OF JCT TH 10 (Lat: 45.557269,  Lng: -94.161783),  Route carried "under" structure: City street 145,  Year Built: 2009,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 15,700 (year 2007),  Features Intersected: 10 AVE,  Facility Carried by Structure: TH 23
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>   Show street view

Structure Number: 73014,  Location: 0.7 MI W JCT US 10 (Lat: 45.561533,  Lng: -94.151353),  Route carried "under" structure: City street 413,  Year Built: 2008,  Structure Length: 27.10m (88.91ft),  Average Daily Traffic: 1 (year 2009),  Features Intersected: MISSISSIPPI R AND ST,  Facility Carried by Structure: MN 23
Minimum Vertical Clearance: 4.51m (14.80ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 105.2m (345.1ft)

Find on map >>   Show street view

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: 0.53m (1.74ft),  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 >>   Show street view

Structure Number: 73029,  Location: 1.2 MI N OF JCT TH 23 (Lat: 45.570800,  Lng: -94.205603),  Route carried "under" structure: State highway 15,  Year Built: 1987,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 33,923 (year 2008),  Truck Traffic: 8%,  Features Intersected: MN 15,  Facility Carried by Structure: PEDESTRIAN
Minimum Vertical Clearance: 5.24m (17.19ft),  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 >>   Show street view

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: 15,637 (year 2008),  Features Intersected: 10 AVE N,  Facility Carried by Structure: BNSF RR
Minimum Vertical Clearance: 5.09m (16.70ft),  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 >>   Show street view

Structure Number: 73507,  Location: At 3rd St. North (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: 15,637 (year 2008),  Features Intersected: 10th Ave. N./MSAS 145,  Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 0.57m (1.87ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)

Find on map >>   Show street view

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. RIVER & 1ST AVE S,  Facility Carried by Structure: 10 ST S
Minimum Vertical Clearance: 5.12m (16.80ft),  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 >>   Show street view

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: 19,422 (year 2008),  Features Intersected: 10 ST S,  Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 21.9m (71.9ft)

Find on map >>   Show street view

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: 5.03m (16.50ft),  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 >>   Show street view

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: 5.12m (16.80ft),  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 >>   Show street view

Structure Number: 9021,  Location: AT JCT TH 23 IN ST CLOUD (Lat: 45.566333,  Lng: -94.138856),  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 SB
Minimum Vertical Clearance: 4.82m (15.81ft),  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 >>   Show street view

Structure Number: 9022,  Location: AT JCT TH 23 IN ST CLOUD (Lat: 45.566167,  Lng: -94.138672),  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 NB
Minimum Vertical Clearance: 4.75m (15.58ft),  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 >>   Show street view

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: 2,291 (year 2008),  Features Intersected: 1 ST S,  Facility Carried by Structure: SKYWAY
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes under structure: 3,  Material/Design: Steel,  Length of Maximum Span: 30.5m (100.1ft)