 |
 |
Bridge Statistics for Eagan, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Eagan, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 55 Total length: 680 meters (2,231ft) Total costs: $5,003,000 Total average daily traffic: 2,045,950 Total average daily truck traffic: 78,358 National Bridge Inventory (NBI) Registered Bridges for Eagan
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 19013, Location: 0.3 MI N OF JCT TH 13 (Lat: 44.819708, Lng: -93.224131), Route carried "on" structure: State highway 77, Year Built: 1978, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 47,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,471,000, Total Project Cost: $864,000 ( 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: 19014, Location: 0.3 MI N OF JCT TH 13 (Lat: 44.819961, Lng: -93.223803), Route carried "on" structure: State highway 77, Year Built: 1978, Status: Open, Structure Length: 6.62m (21.72ft), Average Daily Traffic: 47,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 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, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,639,000, Total Project Cost: $864,000 ( 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: 19053, Location: 0.7 MI S OF JCT TH 13 (Lat: 44.805000, Lng: -93.221667), Route carried "on" structure: County highway 30, Year Built: 1978, Status: Open, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 17,400 (year 2005), Design Load: HS 20, Features Intersected: TH 77 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: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 28.1m (92.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 63.7 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: Equal to 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: 19055, Location: AT THE JCT TH 77 & 13 (Lat: 44.815239, Lng: -93.221314), Route carried "on" structure: State highway 13, Year Built: 1978, Status: Open, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 12,500 (year 2004), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: SB TH 77 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: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.9 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 19056, Location: AT THE JCT TH 77 & 13 (Lat: 44.814856, Lng: -93.221308), Route carried "on" structure: State highway 13, Year Built: 1978, Status: Open, Structure Length: 11.26m (36.94ft), Average Daily Traffic: 12,500 (year 2004), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: NB TH 77 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: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: 19067, Location: 0.9 MI N OF JCT TH 35E (Lat: 44.790000, Lng: -93.221667), Route carried "on" structure: County highway 32, Year Built: 1979, Status: Open, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 38,000 (year 2005), Design Load: HS 20, Features Intersected: TH 77 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: 20.7m (67.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.8m (104.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.8 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19528, Location: .7 MI S OF JCT CSAH 32 (Lat: 44.780000, Lng: -93.166667), Route carried "on" structure: County highway 31, Year Built: 1990, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 19,000 (year 2005), Truck Traffic: 6%, Design Load: HS 25, Features Intersected: PARK TRAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 3.8m (12.5ft), Right: 3.8m (12.5ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 28.0m (91.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 19539, Location: W OF TH 13 & S TH 494 (Lat: 44.860000, Lng: -93.175000), Route carried "on" structure: State highway 13, Year Built: 2003, Structure Length: 14.37m (47.15ft), Design Load: Pedestrian, Features Intersected: OTHER, Facility Carried by Structure: PED TO CONN TO PED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 61, Length of Maximum Span: 23.3m (76.4ft), Out-to-Out Width: 4.1m (13.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Structural Evaluation: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 19816, Location: 1.1 MI NE OF JCT TH 77 (Lat: 44.790128, Lng: -93.201817), Route carried "on" structure: County highway 32, Year Built: 1983, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 34,000 (year 2005), Design Load: HS 20+Mod, Features Intersected: I 35E 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: 15.8m (51.8ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.2m (151.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 33.6m (110.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum 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: 19817, Location: 2.3 MI NE OF JCT TH 77 (Lat: 44.804472, Lng: -93.190344), Route carried "on" structure: County highway 30, Year Built: 1984, Status: Open, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 18,700 (year 2005), Design Load: HS 20, Features Intersected: I 35E 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: 22.3m (73.2ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 33.6m (110.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 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: December 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: 19818, Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611, Lng: -93.167286), Route carried "on" structure: County highway 31, Year Built: 1984, Status: Open, Structure Length: 13.77m (45.18ft), Average Daily Traffic: 27,000 (year 2005), Design Load: HS 20, Features Intersected: I 35E SB off ramp 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: 27.4m (89.9ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.80m (45.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $4,225,000, Total Project Cost: $2,732,000 ( 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: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858961, Lng: -93.145878), Route carried "on" structure: State highway 55, Year Built: 1981, Status: Open, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 20,300 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: I 35E, NB COL, SB ON RMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.1m (125.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 25.3m (83.0ft), Out-to-Out Width: 33.7m (110.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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, 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: 19825, Location: 1.5 MI W OF JCT TH 35E (Lat: 44.861122, Lng: -93.177397), Route carried "on" structure: Interstate 494, Year Built: 1973, Status: Open, Structure Length: 14.74m (48.36ft), Average Daily Traffic: 86,000 (year 2004), Truck Traffic: 7%, Design Load: HS 20+Mod, Features Intersected: TH 13 & UP RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.4m (116.1ft), Skew: 32 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 35.8m (117.5ft), Out-to-Out Width: 37.9m (124.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.4 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: 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: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167247), Route carried "on" structure: County highway 31, Year Built: 1972, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 16,800 (year 2005), Design Load: HS 20, Features Intersected: I 494 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.2m (105.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 29.0m (95.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.8 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: 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 Find on map >>
Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861447, Lng: -93.149994), Route carried "on" structure: State highway 55, Year Built: 1981, Status: Open, Structure Length: 14.76m (48.43ft), Average Daily Traffic: 20,300 (year 2004), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: I 494, EB COL, EB RMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 25.2m (82.7ft), Out-to-Out Width: 33.7m (110.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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, 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: 19836, Location: 1.1 MI SW OF JCT TH 494 (Lat: 44.848028, Lng: -93.153114), Route carried "on" structure: County highway 26, Year Built: 1983, Status: Open, Structure Length: 10.53m (34.55ft), Average Daily Traffic: 27,000 (year 2005), Design Load: HS 20, Features Intersected: I 35E 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), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 3.1m (10.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 33.6m (110.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 80.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: December 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: 19859, Location: AT THE JCT TH 77 & 35E (Lat: 44.778703, Lng: -93.217450), Route carried "on" structure: State highway 77, Year Built: 1979, Status: Open, Structure Length: 18.36m (60.24ft), Average Daily Traffic: 35,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: I 35E, COLL ROADS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 22.5m (73.8ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: Better than present minimum 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 1986, Location: AT THE JCT TH 77 & 35E (Lat: 44.778056, Lng: -93.216992), Route carried "on" structure: State highway 77, Year Built: 1979, Status: Open, Structure Length: 18.72m (61.42ft), Average Daily Traffic: 35,000 (year 2004), Truck Traffic: 3%, Design Load: HS 20, Features Intersected: I 35E, COLL ROADS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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: Better than present minimum 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: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 19864, Location: 2.3 MI SW OF JCT TH 494 (Lat: 44.833636, Lng: -93.164125), Route carried "on" structure: County highway 28, Year Built: 1984, Status: Open, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 35,000 (year 2005), Design Load: HS 25, Features Intersected: I 35E, NB ON RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 27.4m (89.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 33.6m (110.2ft), Out-to-Out Width: 46.9m (153.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 74.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.6 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: December 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: 19882, Location: 1.5 MI NE OF JCT TH 77 (Lat: 44.794389, Lng: -93.198056), Route carried "on" structure: City street 103, Year Built: 1983, Status: Open, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 5,700 (year 2005), Design Load: HS 20+Mod, Features Intersected: I 35E, Facility Carried by Structure: Blackhawk Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.1m (138.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 21.4m (70.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum 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: 19883, Location: 4.0 MI SW OF JCT TH 494 (Lat: 44.811128, Lng: -93.184056), Route carried "on" structure: City street 102, Year Built: 1984, Status: Open, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 4,650 (year 2005), Design Load: HS 20, Features Intersected: I 35E, Facility Carried by Structure: Deerwood Drive 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: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 46.3m (151.9ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.2m (66.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.40m (34.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $2,039,000, Roadway Improvement Cost: $36,000, Total Project Cost: $543,000 ( 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: 97873, Location: 0.6 MI E OF JCT CSAH 31 (Lat: 44.803333, Lng: -93.156667), Route carried "on" structure: County highway 30, Year Built: 1993, Status: Open, Structure Length: 0.54m (1.77ft), Average Daily Traffic: 14,000 (year 2005), Truck Traffic: 5%, Design Load: HS 25, Features Intersected: PED WALKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m Condition: Culverts: Good, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 19053, Location: 0.7 MI S OF JCT TH 13 (Lat: 44.805000, Lng: -93.221667), Route carried "under" structure: State highway 77, Year Built: 1978, Structure Length: 10.52m (34.51ft), Average Daily Traffic: 72,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 77, Facility Carried by Structure: CSAH 30 Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: 19055, Location: AT THE JCT TH 77 & 13 (Lat: 44.815239, Lng: -93.221314), Route carried "under" structure: State highway 77, Year Built: 1978, Structure Length: 12.04m (39.50ft), Average Daily Traffic: 78,000 (year 2004), Truck Traffic: 3%, Features Intersected: SB TH 77, Facility Carried by Structure: TH 13 SB Minimum Vertical Clearance: 6.55m (21.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft) Find on map >>
Structure Number: 19056, Location: AT THE JCT TH 77 & 13 (Lat: 44.814856, Lng: -93.221308), Route carried "under" structure: State highway 77, Year Built: 1978, Structure Length: 11.26m (36.94ft), Average Daily Traffic: 78,000 (year 2004), Truck Traffic: 3%, Features Intersected: NB TH 77, Facility Carried by Structure: TH 13 NB Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.0m (108.3ft) Find on map >>
Structure Number: 19067, Location: 0.9 MI N OF JCT TH 35E (Lat: 44.790000, Lng: -93.221667), Route carried "under" structure: State highway 77, Year Built: 1979, Structure Length: 11.21m (36.78ft), Average Daily Traffic: 70,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 77, Facility Carried by Structure: CSAH 32 Minimum Vertical Clearance: 6.46m (21.19ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft) Find on map >>
Structure Number: 19816, Location: 1.1 MI NE OF JCT TH 77 (Lat: 44.790128, Lng: -93.201817), Route carried "under" structure: Interstate 35E, Year Built: 1983, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 68,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CLIFF RD (CSAH 32) Minimum Vertical Clearance: 5.55m (18.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.2m (151.6ft) Find on map >>
Structure Number: 19817, Location: 2.3 MI NE OF JCT TH 77 (Lat: 44.804472, Lng: -93.190344), Route carried "under" structure: Interstate 35E, Year Built: 1984, Structure Length: 8.10m (26.57ft), Average Daily Traffic: 68,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CSAH 30 Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 19818, Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611, Lng: -93.167286), Route carried "under" structure: Interstate 35E, Year Built: 1984, Structure Length: 13.77m (45.18ft), Average Daily Traffic: 77,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E SB off ramp, Facility Carried by Structure: CSAH 31 Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 19818, Location: 2.5 MI SW OF JCT TH 494 (Lat: 44.830611, Lng: -93.167286), Route carried "under" structure: Ramp Interstate 35E, Year Built: 1984, Structure Length: 13.77m (45.18ft), Average Daily Traffic: 2,000 (year 1996), Features Intersected: I 35E SB off ramp, Facility Carried by Structure: CSAH 31 Minimum Vertical Clearance: 5.91m (19.39ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858961, Lng: -93.145878), Route carried "under" structure: Interstate 35E, Year Built: 1981, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 107,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: TH 55 Minimum Vertical Clearance: 7.77m (25.49ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858961, Lng: -93.145878), Route carried "under" structure: Ramp Interstate 35E, Year Built: 1981, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 1,000 (year 1996), Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: TH 55 Minimum Vertical Clearance: 0.78m (2.56ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 19819, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.858961, Lng: -93.145878), Route carried "under" structure: Ramp Interstate 35E, Year Built: 1981, Structure Length: 13.56m (44.49ft), Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 35E, NB COL, SB ON RMP, Facility Carried by Structure: TH 55 Minimum Vertical Clearance: 0.78m (2.56ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft) Find on map >>
Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.856094, Lng: -93.147297), Route carried "under" structure: Interstate 35E, Year Built: 1981, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 100,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, NB COLL, Facility Carried by Structure: CP RR Minimum Vertical Clearance: 6.16m (20.21ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.4m (132.5ft) Find on map >>
Structure Number: 19821, Location: 0.3 MI S OF JCT TH 494 (Lat: 44.856094, Lng: -93.147297), Route carried "under" structure: Ramp Interstate 35E, Year Built: 1981, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 1,000 (year 1996), Features Intersected: I 35E, NB COLL, Facility Carried by Structure: CP RR Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 40.4m (132.5ft) Find on map >>
Structure Number: 19825, Location: 1.5 MI W OF JCT TH 35E (Lat: 44.861122, Lng: -93.177397), Route carried "under" structure: State highway 13, Year Built: 1973, Structure Length: 14.74m (48.36ft), Average Daily Traffic: 6,000 (year 2004), Truck Traffic: 5%, Features Intersected: TH 13 & UP RR, Facility Carried by Structure: I 494 Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 19826, Location: 1.1 MI W OF JCT TH 35E (Lat: 44.861192, Lng: -93.167247), Route carried "under" structure: Interstate 494, Year Built: 1972, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 86,000 (year 2004), Truck Traffic: 7%, Features Intersected: I 494, Facility Carried by Structure: Pilot Knob CSAH 31 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.2m (105.6ft) Find on map >>
Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861447, Lng: -93.149994), Route carried "under" structure: Interstate 494, Year Built: 1981, Structure Length: 14.76m (48.43ft), Average Daily Traffic: 86,000 (year 2004), Truck Traffic: 7%, Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: TH 55 Minimum Vertical Clearance: 6.28m (20.60ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861447, Lng: -93.149994), Route carried "under" structure: Ramp Interstate 494, Year Built: 1981, Structure Length: 14.76m (48.43ft), Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: TH 55 Minimum Vertical Clearance: 7.01m (23.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 19827, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861447, Lng: -93.149994), Route carried "under" structure: Ramp Interstate 494, Year Built: 1981, Structure Length: 14.76m (48.43ft), Average Daily Traffic: 6,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: TH 55 Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Find on map >>
Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861386, Lng: -93.152131), Route carried "under" structure: Interstate 494, Year Built: 1981, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 86,000 (year 2004), Truck Traffic: 7%, Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: CP RR Minimum Vertical Clearance: 5.27m (17.29ft), Kilometerpoint: 0.000, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.3m (115.8ft) Find on map >>
Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861386, Lng: -93.152131), Route carried "under" structure: Ramp Interstate 494, Year Built: 1981, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 6,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: CP RR Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.3m (115.8ft) Find on map >>
Structure Number: 19829, Location: 0.2 MI W OF JCT TH 35E (Lat: 44.861386, Lng: -93.152131), Route carried "under" structure: Ramp Interstate 494, Year Built: 1981, Structure Length: 14.14m (46.39ft), Average Daily Traffic: 5,000 (year 1996), Features Intersected: I 494, EB COL, EB RMP, Facility Carried by Structure: CP RR Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 35.3m (115.8ft) Find on map >>
Structure Number: 19836, Location: 1.1 MI SW OF JCT TH 494 (Lat: 44.848028, Lng: -93.153114), Route carried "under" structure: Interstate 35E, Year Built: 1983, Structure Length: 10.53m (34.55ft), Average Daily Traffic: 79,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: CSAH 26 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 19859, Location: AT THE JCT TH 77 & 35E (Lat: 44.778703, Lng: -93.217450), Route carried "under" structure: Interstate 35E, Year Built: 1979, Structure Length: 18.36m (60.24ft), Average Daily Traffic: 63,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: TH77 SB Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 19859, Location: AT THE JCT TH 77 & 35E (Lat: 44.778703, Lng: -93.217450), Route carried "under" structure: Ramp Interstate 35E, Year Built: 1979, Structure Length: 18.36m (60.24ft), Average Daily Traffic: 6,100 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: TH77 SB Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 19859, Location: AT THE JCT TH 77 & 35E (Lat: 44.778703, Lng: -93.217450), Route carried "under" structure: Ramp Interstate 35E, Year Built: 1979, Structure Length: 18.36m (60.24ft), Average Daily Traffic: 4,500 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: TH77 SB Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 1986, Location: AT THE JCT TH 77 & 35E (Lat: 44.778056, Lng: -93.216992), Route carried "under" structure: Interstate 35E, Year Built: 1979, Structure Length: 18.72m (61.42ft), Average Daily Traffic: 63,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: TH 77 NB Minimum Vertical Clearance: 6.46m (21.19ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft) Find on map >>
Structure Number: 1986, Location: AT THE JCT TH 77 & 35E (Lat: 44.778056, Lng: -93.216992), Route carried "under" structure: Ramp Interstate 35E, Year Built: 1979, Structure Length: 18.72m (61.42ft), Average Daily Traffic: 4,500 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: TH 77 NB Minimum Vertical Clearance: 6.04m (19.82ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft) Find on map >>
Structure Number: 1986, Location: AT THE JCT TH 77 & 35E (Lat: 44.778056, Lng: -93.216992), Route carried "under" structure: Ramp Interstate 35E, Year Built: 1979, Structure Length: 18.72m (61.42ft), Average Daily Traffic: 6,100 (year 1996), Features Intersected: I 35E, COLL ROADS, Facility Carried by Structure: TH 77 NB Minimum Vertical Clearance: 6.68m (21.92ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft) Find on map >>
Structure Number: 19864, Location: 2.3 MI SW OF JCT TH 494 (Lat: 44.833636, Lng: -93.164125), Route carried "under" structure: Interstate 35E, Year Built: 1984, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 77,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, NB ON RAMP, Facility Carried by Structure: CSAH 28 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 19864, Location: 2.3 MI SW OF JCT TH 494 (Lat: 44.833636, Lng: -93.164125), Route carried "under" structure: Ramp Interstate 35E, Year Built: 1984, Structure Length: 10.91m (35.79ft), Average Daily Traffic: 8,900 (year 1996), Features Intersected: I 35E, NB ON RAMP, Facility Carried by Structure: CSAH 28 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 19882, Location: 1.5 MI NE OF JCT TH 77 (Lat: 44.794389, Lng: -93.198056), Route carried "under" structure: Interstate 35E, Year Built: 1983, Structure Length: 14.75m (48.39ft), Average Daily Traffic: 68,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: Blackhawk Road Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.1m (138.1ft) Find on map >>
Structure Number: 19883, Location: 4.0 MI SW OF JCT TH 494 (Lat: 44.811128, Lng: -93.184056), Route carried "under" structure: Interstate 35E, Year Built: 1984, Structure Length: 9.45m (31.00ft), Average Daily Traffic: 77,000 (year 2004), Truck Traffic: 4%, Features Intersected: I 35E, Facility Carried by Structure: Deerwood Drive Minimum Vertical Clearance: 0.64m (2.10ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 46.3m (151.9ft) Find on map >>
Structure Number: 19901, Location: AT THE JCT TH 494 & 13 (Lat: 44.861114, Lng: -93.174683), Route carried "under" structure: State highway 13, Year Built: 1982, Structure Length: 14.72m (48.29ft), Average Daily Traffic: 3,000 (year 2004), Truck Traffic: 5%, Features Intersected: TH 13, Facility Carried by Structure: PED @ I 494 Minimum Vertical Clearance: 6.64m (21.78ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.1m (115.2ft) Discuss this city on our hugely popular Minnesota forum Back to: Eagan, MN, Minnesota, All US cities.
|
 |
