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Bridge Statistics for Roseville, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Roseville, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 52 Total length: 378 meters (1,240ft) Total costs: $15,502,000 Total average daily traffic: 1,829,025 Total average daily truck traffic: 66,340 National Bridge Inventory (NBI) Registered Bridges for Roseville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Find on map >>
Structure Number: 5723, Location: 1.0 Mi East of Jct TH 51 (Lat: 45.010547, Lng: -93.146669), Route carried "on" structure: State highway 36, Year Built: 1938, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 85,000 (year 2004), Truck Traffic: 3%, Design Load: HS 15, Features Intersected: LEXINGTON AVE(CSAH 51) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 30 degrees, Material/Design: Concrete, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 22.3m (73.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $619,000, Roadway Improvement Cost: $66,000, Total Project Cost: $994,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62029, Location: 0.5 MI W OF JCT TH 51 WB (Lat: 45.010342, Lng: -93.176503), Route carried "on" structure: State highway 36, Year Built: 1969, Status: Open, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 41,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: Fairview Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 62.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,187,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,198,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 6203, Location: 0.5 MI W OF JCT TH 51 EB (Lat: 45.010122, Lng: -93.176500), Route carried "on" structure: State highway 36, Year Built: 1969, Status: Open, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 41,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: Fairview Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.5m (96.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.60m (21.65ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,176,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,438,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 62035, Location: 0.5 MI E OF JCT TH 51 (Lat: 45.010389, Lng: -93.156742), Route carried "on" structure: County highway 50, Year Built: 1969, Status: Open, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 12,000 (year 2005), Design Load: HS 20, Features Intersected: TH 36, Facility Carried by Structure: Hamline Ave North Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.9m (81.7ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.3m (66.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal 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: Low Slump Concrete Find on map >>
Structure Number: 6204, Location: 0.2 MI N OF JCT TH 36 (Lat: 45.013561, Lng: -93.167122), Route carried "on" structure: State highway 51, Year Built: 1969, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 40,000 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: CO RD B2 (CSAH 78) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.9m (104.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 27.5m (90.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 43.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $2,053,000, Total Project Cost: $1,294,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 62069, Location: 1.5 MI E OF JCT TH 51 (Lat: 45.010161, Lng: -93.136081), Route carried "on" structure: County highway 52, Year Built: 1971, Status: Open, Structure Length: 8.73m (28.64ft), Average Daily Traffic: 4,200 (year 2005), Design Load: HS 20, Features Intersected: TH 36 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: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.7m (97.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Equal 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: Low Slump Concrete Find on map >>
Structure Number: 62073, Location: 1.8 MI W OF JCT TH 35E (Lat: 45.008333, Lng: -93.126667), Route carried "on" structure: State highway 36, Year Built: 1999, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 40,000 (year 2004), Truck Traffic: 3%, Design Load: HS 25, Features Intersected: Dale St N CSAH 53 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 98.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.9 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, Approach Roadway Alignment: Equal 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 62074, Location: 1.8 MI W OF JCT TH 35E (Lat: 45.008333, Lng: -93.126667), Route carried "on" structure: State highway 36, Year Built: 1999, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 40,000 (year 2004), Truck Traffic: 3%, Features Intersected: Dale St N CSAH 53 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 18.6m (61.0ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.4 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 62519, Location: 0.1 MI W OF JCT CSAH 52 (Lat: 45.020039, Lng: -93.141000), Route carried "on" structure: County highway 23, Year Built: 1970, Status: Open, Structure Length: 6.85m (22.47ft), Average Daily Traffic: 8,900 (year 2005), Design Load: HS 20, Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 25 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.7m (64.6ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.50m (24.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,339,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,333,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 62548, Location: 0.3 MI N OF JCT TH 36 (Lat: 45.014925, Lng: -93.187803), Route carried "on" structure: County highway 24, Year Built: 1986, Status: Open, Structure Length: 26.05m (85.47ft), Average Daily Traffic: 7,100 (year 2005), Design Load: HS 20, Features Intersected: I 35W & W Frontage Rd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 48.8m (160.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 18.5m (60.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.7 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 62821, Location: AT JCT TH 35W & 280 (Lat: 45.007914, Lng: -93.204567), Route carried "on" structure: Ramp State highway 280, Year Built: 1970, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 2,325 (year 2003), Design Load: HS 20, Features Intersected: TH 280 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal 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: Low Slump Concrete Find on map >>
Structure Number: 62853, Location: AT JCT TH 280 & 35W (Lat: 45.007992, Lng: -93.204183), Route carried "on" structure: Ramp Interstate 35W, Year Built: 1970, Status: Open, Structure Length: 8.97m (29.43ft), Average Daily Traffic: 10,000 (year 1994), Design Load: HS 20+Mod, Features Intersected: TH 280 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: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.9m (114.5ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.90m (32.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2007, Critical Feature Inspection Date: November 2007, Bridge Improvement Cost: $1,391,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,168,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 6286, Location: AT JCT TH 280 & 35W (Lat: 45.007914, Lng: -93.204567), Route carried "on" structure: Interstate 35W, Year Built: 1970, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 112,000 (year 2004), Truck Traffic: 4%, Design Load: HS 20+Mod, Features Intersected: NB RAMP & TH280 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 39.6m (129.9ft), Skew: 34 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.9m (101.4ft), Curb-To-Curb Width: 38.2m (125.3ft), Out-to-Out Width: 40.9m (134.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $3,069,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 62J09, Location: .5 MI N OF JCT CSAH 30 (Lat: 45.000000, Lng: -93.126667), Route carried "on" structure: County highway 53, Year Built: 2000, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 11,000 (year 2005), Design Load: HS 25, Features Intersected: PED, Facility Carried by Structure: DALE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.5m (14.8ft) Condition: Culverts: Very good, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9012, Location: AT THE JCT TH 36 & 51 SB (Lat: 45.010264, Lng: -93.166794), Route carried "on" structure: State highway 51, Year Built: 1958, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 19,750 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: TH 36 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.70m (25.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,210,000, Roadway Improvement Cost: $4,000, Total Project Cost: $67,000 ( 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: 9013, Location: AT THE JCT TH36 & 51NB (Lat: 45.010297, Lng: -93.166486), Route carried "on" structure: State highway 51, Year Built: 1958, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 19,750 (year 2004), Truck Traffic: 2%, Design Load: HS 20, Features Intersected: TH 36 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.4 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, Underclear: Meets minimum limits, 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: 9276, Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010092, Lng: -93.186881), Route carried "on" structure: State highway 36, Year Built: 1963, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 41,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20+Mod, Features Intersected: Cleveland Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $22,000, Total Project Cost: $339,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9277, Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010314, Lng: -93.186756), Route carried "on" structure: State highway 36, Year Built: 1963, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 41,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20+Mod, Features Intersected: Cleveland Avenue Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 25.0m (82.0ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.5m (64.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal 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: Low Slump Concrete Find on map >>
Structure Number: 9351, Location: 0.7 MI N OF JCT TH 36 (Lat: 45.019211, Lng: -93.189122), Route carried "on" structure: Interstate 35W, Year Built: 1963, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 56,000 (year 2004), Truck Traffic: 6%, Design Load: HS 20+Mod, Features Intersected: BNSF RR & W FR RD 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: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 16.4m (53.8ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 48.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $992,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,323,000 ( 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: 9352, Location: 0.7 MI N OF JCT TH 36 (Lat: 45.019319, Lng: -93.188700), Route carried "on" structure: Interstate 35W, Year Built: 1963, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 56,000 (year 2004), Truck Traffic: 6%, Design Load: HS 20+Mod, Features Intersected: BNSF RR & W FR RD 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: 20.7m (67.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $992,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,323,000 ( 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: 9353, Location: 0.8 MI N OF JCT TH 36 (Lat: 45.020586, Lng: -93.189558), Route carried "on" structure: Interstate 35W, Year Built: 1963, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 56,000 (year 2004), Truck Traffic: 6%, Design Load: HS 20+Mod, Features Intersected: CO RD C(CSAH 23) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,068,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,425,000 ( 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: 9354, Location: 0.8 MI N OF JCT TH 36 (Lat: 45.020578, Lng: -93.189142), Route carried "on" structure: Interstate 35W, Year Built: 1963, Status: Open, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 56,000 (year 2004), Truck Traffic: 6%, Design Load: HS 20+Mod, Features Intersected: CO RD C(CSAH 23) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.1m (82.3ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,068,000, Roadway Improvement Cost: $95,000, Total Project Cost: $1,425,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9355, Location: 1.5 MI N OF JCT TH 36 (Lat: 45.035686, Lng: -93.190603), Route carried "on" structure: County highway 19, Year Built: 1963, Year Reconstructed: 1984, Status: Open, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 15,900 (year 2005), Design Load: HS 20, Features Intersected: I 35W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.8m (81.4ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 47.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal 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: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 9569, Location: AT JCT TH 36 35W (Lat: 45.010092, Lng: -93.186881), Route carried "on" structure: State highway 36, Year Built: 1964, Status: Open, Structure Length: 16.70m (54.79ft), Average Daily Traffic: 41,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20+Mod, Features Intersected: TH 35 W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.70m (54.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $2,071,000, Roadway Improvement Cost: $145,000, Total Project Cost: $2,175,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9588, Location: 0.1 MI NE OF JCT TH 36 (Lat: 45.012928, Lng: -93.187317), Route carried "on" structure: Ramp Interstate 35W, Year Built: 1964, Status: Open, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 7,250 (year 1996), Design Load: HS 20, Features Intersected: I 35W NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 40.2m (131.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 97868, Location: 0.2 MI W OF JCT TH 51 (Lat: 45.026667, Lng: -93.170000), Route carried "on" structure: City street 246, Year Built: 1991, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 2,250 (year 2005), Design Load: HS 20, Features Intersected: CO DITCH # 4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L5802, Location: 0.2 MI W OF JCT TH 51 (Lat: 45.031667, Lng: -93.171667), Route carried "on" structure: City street 226, Year Built: 1968, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 3,500 (year 2005), Design Load: H 20, Features Intersected: CO DITCH # 4 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5723, Location: 1.0 Mi East of Jct TH 51 (Lat: 45.010547, Lng: -93.146669), Route carried "under" structure: County highway 51, Year Built: 1938, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 16,900 (year 2005), Features Intersected: LEXINGTON AVE(CSAH 51), Facility Carried by Structure: TH 36 Minimum Vertical Clearance: 4.48m (14.70ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Concrete, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 62029, Location: 0.5 MI W OF JCT TH 51 WB (Lat: 45.010342, Lng: -93.176503), Route carried "under" structure: County highway 48, Year Built: 1969, Structure Length: 6.14m (20.14ft), Average Daily Traffic: 34,000 (year 2005), Features Intersected: Fairview Avenue, Facility Carried by Structure: TH 36 WB Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.3m (96.1ft) Find on map >>
Structure Number: 6203, Location: 0.5 MI W OF JCT TH 51 EB (Lat: 45.010122, Lng: -93.176500), Route carried "under" structure: County highway 48, Year Built: 1969, Structure Length: 6.03m (19.78ft), Average Daily Traffic: 34,000 (year 2005), Features Intersected: Fairview Avenue, Facility Carried by Structure: TH 36 EB Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.5m (96.8ft) Find on map >>
Structure Number: 62035, Location: 0.5 MI E OF JCT TH 51 (Lat: 45.010389, Lng: -93.156742), Route carried "under" structure: State highway 36, Year Built: 1969, Structure Length: 5.11m (16.77ft), Average Daily Traffic: 84,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 36, Facility Carried by Structure: Hamline Ave North Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.9m (81.7ft) Find on map >>
Structure Number: 6204, Location: 0.2 MI N OF JCT TH 36 (Lat: 45.013561, Lng: -93.167122), Route carried "under" structure: County highway 78, Year Built: 1969, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 18,100 (year 2005), Features Intersected: CO RD B2 (CSAH 78), Facility Carried by Structure: TH 51 (Snelling) Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.9m (104.7ft) Find on map >>
Structure Number: 62069, Location: 1.5 MI E OF JCT TH 51 (Lat: 45.010161, Lng: -93.136081), Route carried "under" structure: State highway 36, Year Built: 1971, Structure Length: 8.73m (28.64ft), Average Daily Traffic: 85,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 36, Facility Carried by Structure: Victoria CSAH 52 Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.7m (97.4ft) Find on map >>
Structure Number: 62073, Location: 1.8 MI W OF JCT TH 35E (Lat: 45.008333, Lng: -93.126667), Route carried "under" structure: County highway 53, Year Built: 1999, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 12,600 (year 2005), Features Intersected: Dale St N CSAH 53, Facility Carried by Structure: TH 36 WB Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft) Find on map >>
Structure Number: 62074, Location: 1.8 MI W OF JCT TH 35E (Lat: 45.008333, Lng: -93.126667), Route carried "under" structure: County highway 53, Year Built: 1999, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 12,600 (year 2005), Features Intersected: Dale St N CSAH 53, Facility Carried by Structure: TH 36 EB Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft) Find on map >>
Structure Number: 62548, Location: 0.3 MI N OF JCT TH 36 (Lat: 45.014925, Lng: -93.187803), Route carried "under" structure: Interstate 35W, Year Built: 1986, Structure Length: 26.05m (85.47ft), Average Daily Traffic: 112,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W & W Frontage Rd, Facility Carried by Structure: Co Rd B2(CSAH 24) Minimum Vertical Clearance: 6.95m (22.80ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 62548, Location: 0.3 MI N OF JCT TH 36 (Lat: 45.014925, Lng: -93.187803), Route carried "under" structure: City street 329, Year Built: 1986, Structure Length: 26.05m (85.47ft), Average Daily Traffic: 1,500 (year 1986), Features Intersected: I 35W & W Frontage Rd, Facility Carried by Structure: Co Rd B2(CSAH 24) Minimum Vertical Clearance: 7.92m (25.98ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.8m (160.1ft) Find on map >>
Structure Number: 62821, Location: AT JCT TH 35W & 280 (Lat: 45.007914, Lng: -93.204567), Route carried "under" structure: State highway 280, Year Built: 1970, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 18,000 (year 2004), Truck Traffic: 7%, Features Intersected: TH 280 SB Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: 62853, Location: AT JCT TH 280 & 35W (Lat: 45.007992, Lng: -93.204183), Route carried "under" structure: State highway 280, Year Built: 1970, Structure Length: 8.97m (29.43ft), Average Daily Traffic: 18,000 (year 2004), Truck Traffic: 7%, Features Intersected: TH 280 NB, Facility Carried by Structure: I35W ramp toTH36EB Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.9m (114.5ft) Find on map >>
Structure Number: 6286, Location: AT JCT TH 280 & 35W (Lat: 45.007914, Lng: -93.204567), Route carried "under" structure: State highway 280, Year Built: 1970, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 18,000 (year 2004), Truck Traffic: 7%, Features Intersected: NB RAMP & TH280 SB, Facility Carried by Structure: I 35W Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.9m (101.4ft) Find on map >>
Structure Number: 6286, Location: AT JCT TH 280 & 35W (Lat: 45.007914, Lng: -93.204567), Route carried "under" structure: Ramp State highway 280, Year Built: 1970, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 2,400 (year 1994), Features Intersected: NB RAMP & TH280 SB, Facility Carried by Structure: I 35W Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.9m (101.4ft) Find on map >>
Structure Number: 9012, Location: AT THE JCT TH 36 & 51 SB (Lat: 45.010264, Lng: -93.166794), Route carried "under" structure: State highway 36, Year Built: 1958, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 83,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 36, Facility Carried by Structure: TH 51 SB Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 9013, Location: AT THE JCT TH36 & 51NB (Lat: 45.010297, Lng: -93.166486), Route carried "under" structure: State highway 36, Year Built: 1958, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 83,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 36, Facility Carried by Structure: TH 51 NB Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: 9276, Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010092, Lng: -93.186881), Route carried "under" structure: Ramp State highway 36, Year Built: 1963, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 14,500 (year 1994), Features Intersected: Cleveland Avenue Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 9277, Location: 0.2 MI E OF JCT TH 35W (Lat: 45.010314, Lng: -93.186756), Route carried "under" structure: Ramp State highway 36, Year Built: 1963, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 14,500 (year 1994), Features Intersected: Cleveland Avenue Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: 9351, Location: 0.7 MI N OF JCT TH 36 (Lat: 45.019211, Lng: -93.189122), Route carried "under" structure: City street 329, Year Built: 1963, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 1,500 (year 1974), Features Intersected: BNSF RR & W FR RD, Facility Carried by Structure: I 35W SB Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 9352, Location: 0.7 MI N OF JCT TH 36 (Lat: 45.019319, Lng: -93.188700), Route carried "under" structure: City street 329, Year Built: 1963, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 1,500 (year 1974), Features Intersected: BNSF RR & W FR RD, Facility Carried by Structure: I 35W NB Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft) Find on map >>
Structure Number: 9353, Location: 0.8 MI N OF JCT TH 36 (Lat: 45.020586, Lng: -93.189558), Route carried "under" structure: County highway 23, Year Built: 1963, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 12,000 (year 2005), Features Intersected: CO RD C(CSAH 23), Facility Carried by Structure: I 35W SB Minimum Vertical Clearance: 6.83m (22.41ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.1m (82.3ft) Find on map >>
Structure Number: 9354, Location: 0.8 MI N OF JCT TH 36 (Lat: 45.020578, Lng: -93.189142), Route carried "under" structure: County highway 23, Year Built: 1963, Structure Length: 5.48m (17.98ft), Average Daily Traffic: 12,000 (year 2005), Features Intersected: CO RD C(CSAH 23), Facility Carried by Structure: I 35W NB Minimum Vertical Clearance: 0.71m (2.33ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.1m (82.3ft) Find on map >>
Structure Number: 9355, Location: 1.5 MI N OF JCT TH 36 (Lat: 45.035686, Lng: -93.190603), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 7.08m (23.23ft), Average Daily Traffic: 102,000 (year 2004), Truck Traffic: 5%, Features Intersected: I 35W, Facility Carried by Structure: CO RD D(CSAH 19) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.8m (81.4ft) Find on map >>
Structure Number: 9569, Location: AT JCT TH 36 35W (Lat: 45.010092, Lng: -93.186881), Route carried "under" structure: Interstate 35W, Year Built: 1964, Structure Length: 16.70m (54.79ft), Average Daily Traffic: 112,000 (year 2004), Truck Traffic: 6%, Features Intersected: TH 35 W, Facility Carried by Structure: TH 36 WB Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 9588, Location: 0.1 MI NE OF JCT TH 36 (Lat: 45.012928, Lng: -93.187317), Route carried "under" structure: Interstate 35W, Year Built: 1964, Structure Length: 11.22m (36.81ft), Average Daily Traffic: 56,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W NB Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 40.2m (131.9ft) Discuss this city on our hugely popular Minnesota forum Back to: Roseville, MN, Minnesota, All US cities.
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