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

Find on map >>

Structure Number: 19001,  Location: 1.8 MI S OF S JCT TH 55 (Lat: 44.738989,  Lng: -93.035067),  Route carried "on" structure: US 52,  Year Built: 1962,  Status: Open,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 15,100 (year 2004),  Truck Traffic: 9%,  Design Load: HS 20,  Features Intersected: CSAH 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.20m (13.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $577,000,  Total Project Cost: $386,000 ( 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: 19002,  Location: 1.8 MI S OF S JCT TH 55 (Lat: 44.738992,  Lng: -93.034692),  Route carried "on" structure: US 52,  Year Built: 1961,  Status: Open,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 15,100 (year 2004),  Truck Traffic: 9%,  Design Load: HS 20,  Features Intersected: CSAH 42
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 19557,  Location: IN ROSEMOUNT (Lat: 45.112853,  Lng: -93.097342),  Route carried "on" structure: City street 104,  Year Built: 2005,  Status: Open,  Structure Length: 21.00m (68.90ft),  Average Daily Traffic: 4,000 (year 2004),  Features Intersected: UP RAIL,  Facility Carried by Structure: CONNEMARA TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 52.0m (170.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 75.0m (246.1ft),  Curb or Sidewalk Widths: Left: 6.0m (19.7ft),  Right: 10.0m (32.8ft),  Curb-To-Curb Width: 52.0m (170.6ft),  Out-to-Out Width: 70.3m (230.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 97.7 metric tons,  Inventory Rating: 45.0 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.00m (68.90ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $14,333,000,  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: 19R02,  Location: 1.1 MI S OF S JCT TH 55 (Lat: 44.748333,  Lng: -93.035000),  Route carried "on" structure: US 52,  Year Built: 2003,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 15,200 (year 2004),  Truck Traffic: 9%,  Design Load: HS 25,  Features Intersected: UP RAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 31.1m (102.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.3 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 19R03,  Location: 1.1 MI S OF S JCT TH 55 (Lat: 44.748333,  Lng: -93.035000),  Route carried "on" structure: US 52,  Year Built: 2003,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 15,200 (year 2004),  Truck Traffic: 9%,  Design Load: HS 25,  Features Intersected: UP RAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 31.1m (102.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 911,  Location: AT THE W JCT TH 55 (Lat: 44.765125,  Lng: -93.033675),  Route carried "on" structure: State highway 55,  Year Built: 1958,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 6,350 (year 2004),  Truck Traffic: 8%,  Design Load: HS 20,  Features Intersected: US 52 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Operating Rating: 70.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.50m (34.45ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,801,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Find on map >>

Structure Number: L3189,  Location: 2.8 MI E OF JCT TH 52 (Lat: 44.716839,  Lng: -92.979653),  Route carried "on" structure: County highway 46,  Year Built: 1923,  Status: Open,  Structure Length: 0.34m (1.12ft),  Average Daily Traffic: 6,000 (year 2005),  Truck Traffic: 5%,  Features Intersected: DRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 53.9 metric tons,  Inventory Rating: 35.9 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $30,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 19001,  Location: 1.8 MI S OF S JCT TH 55 (Lat: 44.738989,  Lng: -93.035067),  Route carried "under" structure: County highway 42,  Year Built: 1962,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 14,000 (year 2005),  Features Intersected: CSAH 42,  Facility Carried by Structure: US 52 SB
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

Find on map >>

Structure Number: 19002,  Location: 1.8 MI S OF S JCT TH 55 (Lat: 44.738992,  Lng: -93.034692),  Route carried "under" structure: County highway 42,  Year Built: 1961,  Structure Length: 3.49m (11.45ft),  Average Daily Traffic: 14,000 (year 2005),  Features Intersected: CSAH 42,  Facility Carried by Structure: US 52 NB
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

Find on map >>

Structure Number: 19086,  Location: 0.6 MI S OF JCT CSAH 42 (Lat: 44.724047,  Lng: -93.131911),  Route carried "under" structure: State highway 3,  Year Built: 1992,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 10,200 (year 2004),  Truck Traffic: 4%,  Features Intersected: TH 3,  Facility Carried by Structure: CP RR
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 48.2m (158.1ft)

Find on map >>

Structure Number: 911,  Location: AT THE W JCT TH 55 (Lat: 44.765125,  Lng: -93.033675),  Route carried "under" structure: US 52,  Year Built: 1958,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 19,750 (year 2004),  Truck Traffic: 15%,  Features Intersected: US 52 NB,  Facility Carried by Structure: TH 55 EB
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.3m (96.1ft)