 |
 |
Bridge Statistics for Arden Hills, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Arden Hills, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 48 Total length: 272 meters (892ft) Total costs: $6,662,000 Total average daily traffic: 2,006,750 Total average daily truck traffic: 118,560 National Bridge Inventory (NBI) Registered Bridges for Arden Hills
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 4627, Location: 0.1 MI N OF JCT TH 51 (Lat: 45.038333, Lng: -93.161667), Route carried "on" structure: City street 111, Year Built: 1926, Status: Posted for load, Structure Length: 0.70m (2.30ft), Design Load: HS 20, Features Intersected: DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $74,000, Roadway Improvement Cost: $5,000, Total Project Cost: $87,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6201, Location: 0.9 Mi So of Jct TH 694 (Lat: 45.050200, Lng: -93.156631), Route carried "on" structure: County highway 15, Year Built: 1961, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 16,000 (year 2005), Design Load: HS 20, Features Intersected: TH 51 (Snelling Ave) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 89.8 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $556,000, Roadway Improvement Cost: $12,000, Total Project Cost: $180,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 62539, Location: 0.2 Mmi E of jct TH 35W (Lat: 45.108333, Lng: -93.185000), Route carried "on" structure: County highway 3, Year Built: 2000, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 6,500 (year 2005), Design Load: HS 25, Features Intersected: Rice Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 3.7m (12.1ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 62569, Location: 0.5 MI S OF JCT CSAH 73 (Lat: 45.051667, Lng: -93.188333), Route carried "on" structure: County highway 46, Year Built: 2001, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 2,900 (year 2005), Design Load: HS 25, Features Intersected: CP RAIL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 91071, Location: 0.3 Mi N of S Jct TH 10 (Lat: 45.093603, Lng: -93.188008), Route carried "on" structure: Interstate 35W, Year Built: 1963, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 130,000 (year 2004), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: RICE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 40.8m (133.9ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 91072, Location: 0.1 MI E OF JCT TH 35W (Lat: 45.095414, Lng: -93.185986), Route carried "on" structure: City street 106, Year Built: 1963, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 3,000 (year 1974), Features Intersected: RICE CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Corps of Engineers (Civil), Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2005, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 9301, Location: AT THE JCT TH 694 & 51 (Lat: 45.061564, Lng: -93.158292), Route carried "on" structure: Interstate 694, Year Built: 1960, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 58,500 (year 2004), Truck Traffic: 8%, Design Load: H 20, Features Intersected: TH 51 SB ON RAMP 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.4m (53.8ft), 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: Fair, Substructure: Fair, Operating Rating: 49.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $632,000, Roadway Improvement Cost: $46,000, Total Project Cost: $703,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9302, Location: AT THE JCT TH 694 & 51 (Lat: 45.062517, Lng: -93.156392), Route carried "on" structure: Interstate 694, Year Built: 1960, Status: Open, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 50,500 (year 2004), Truck Traffic: 9%, Design Load: HS 20, Features Intersected: TH 51NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.7m (71.2ft), 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: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 75.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 931, Location: AT THE JCT TH 694 & 10 (Lat: 45.066731, Lng: -93.169722), Route carried "on" structure: Interstate 694, Year Built: 1959, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 39,000 (year 2004), Truck Traffic: 9%, Design Load: HS 20+Mod, Features Intersected: US 10 SB 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), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.9m (65.3ft), 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: Fair, Substructure: Satisfactory, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.80m (19.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $715,000, Roadway Improvement Cost: $53,000, Total Project Cost: $796,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9311, Location: 0.2 MI W OF JCT TH 10 (Lat: 45.066731, Lng: -93.169722), Route carried "on" structure: Interstate 694, Year Built: 1959, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 39,000 (year 2004), Truck Traffic: 9%, Design Load: HS 20+Mod, Features Intersected: CSAH 76 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 62.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9312, Location: 0.2 MI W OF JCT TH 10 (Lat: 45.066481, Lng: -93.169669), Route carried "on" structure: Interstate 694, Year Built: 1959, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 39,000 (year 2004), Truck Traffic: 9%, Design Load: HS 20+Mod, Features Intersected: CSAH 76 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.4m (60.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9447, Location: AT THE JCT TH 694 & 51 (Lat: 45.063283, Lng: -93.158169), Route carried "on" structure: Ramp State highway 51, Year Built: 1961, Status: Open, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 5,900 (year 1996), Design Load: HS 20, Features Intersected: I 694 WB 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: 11.6m (38.1ft), Skew: 2 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: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9448, Location: AT THE JCT TH 694 & 51 (Lat: 45.062517, Lng: -93.156392), Route carried "on" structure: Ramp State highway 51, Year Built: 1961, Status: Open, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 5,900 (year 1996), Design Load: HS 20+Mod, Features Intersected: I 694 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.9m (78.4ft), 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: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 957, Location: 0.7 MI S OF JCT TH 694 (Lat: 45.057406, Lng: -93.187494), Route carried "on" structure: County highway 73, Year Built: 1964, Status: Open, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 5,700 (year 2005), Design Load: HS 20, Features Intersected: I 35W 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: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.8m (71.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Operating Rating: 89.8 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.20m (23.62ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $770,000, Roadway Improvement Cost: $16,000, Total Project Cost: $249,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9577, Location: 0.8 MI N OF JCT TH 694 (Lat: 45.079097, Lng: -93.185358), Route carried "on" structure: County highway 96, Year Built: 1963, Status: Open, Structure Length: 6.56m (21.52ft), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: I 35W 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: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.7m (71.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9582, Location: 0.4 Mi N of S Jct TH 10 (Lat: 45.095408, Lng: -93.188350), Route carried "on" structure: City street 106, Year Built: 1963, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 6,500 (year 1974), Design Load: HS 20, Features Intersected: I 35W, Facility Carried by Structure: TC ARSENAL ENTRY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.6m (77.4ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 9585, Location: At the S Jct TH 10 & 35W (Lat: 45.091669, Lng: -93.187972), Route carried "on" structure: Ramp US 10, Year Built: 1963, Status: Open, Structure Length: 11.65m (38.22ft), Average Daily Traffic: 13,500 (year 2003), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: I 35W & 35W SB OFF RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, 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: 34.8m (114.2ft), 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: 73.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,239,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,611,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 9586, Location: At the S Jct TH 10 & 35W (Lat: 45.088622, Lng: -93.187967), Route carried "on" structure: US 10, Year Built: 1963, Status: Open, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 23,250 (year 2004), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: I 35W & 35W NB OFF RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 7, 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: 38.9m (127.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.4 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: 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: 9599, Location: 0.2 MI S OF JCT TH 694 (Lat: 45.064558, Lng: -93.186461), Route carried "on" structure: City street 108, Year Built: 1963, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 4,150 (year 2005), Design Load: HS 20, Features Intersected: I 35W & I35W SB ON RAMP, Facility Carried by Structure: CO RD F(CSAH 12) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.6 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 Find on map >>
Structure Number: 9601, Location: AT THE JCT TH 694 & 35W (Lat: 45.067333, Lng: -93.185961), Route carried "on" structure: Interstate 694, Year Built: 1963, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 54,000 (year 2004), Truck Traffic: 8%, 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: 8, 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: 31.2m (102.4ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,241,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,518,000 ( 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: 9602, Location: AT THE JCT TH 694 & 35W (Lat: 45.067106, Lng: -93.186158), Route carried "on" structure: Interstate 694, Year Built: 1963, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 54,000 (year 2004), Truck Traffic: 8%, 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: 8, 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: 31.2m (102.4ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.4 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: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,241,000, Roadway Improvement Cost: $101,000, Total Project Cost: $1,518,000 ( 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: 9603, Location: 1.3 MI N OF JCT TH 10 (Lat: 45.107950, Lng: -93.188353), Route carried "on" structure: Interstate 35W, Year Built: 1968, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 130,000 (year 2004), Truck Traffic: 6%, Design Load: HS 20+Mod, Features Intersected: CO RD I(CSAH 3) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 42.1m (138.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 43.0m (141.1ft), Out-to-Out Width: 45.2m (148.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.9 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: 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: L9232, Location: 0.3 MI E OF JCT CSAH 49 (Lat: 45.036667, Lng: -93.173333), Route carried "on" structure: City street 36, Year Built: 1968, Status: Open, Structure Length: 0.55m (1.80ft), Average Daily Traffic: 50 (year 1974), Features Intersected: CO DITCH # Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 62003, Location: 0.7 MI So OF JCT TH 694 (Lat: 45.052831, Lng: -93.156625), Route carried "under" structure: State highway 51, Year Built: 1961, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 32,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 51, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.8m (48.6ft) Find on map >>
Structure Number: 6201, Location: 0.9 Mi So of Jct TH 694 (Lat: 45.050200, Lng: -93.156631), Route carried "under" structure: State highway 51, Year Built: 1961, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 32,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 51 (Snelling Ave), Facility Carried by Structure: Co Rd E (CSAH 15) Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 656, Location: 0.2 MI N OF JCT CSAH 15 (Lat: 45.053233, Lng: -93.164756), Route carried "under" structure: County highway 76, Year Built: 1927, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 8,300 (year 2005), Features Intersected: CSAH 76(SNELLING AV), Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.3m (33.8ft) Find on map >>
Structure Number: 90407, Location: 0.3 MI N OF JCT CSAH 15 (Lat: 45.050733, Lng: -93.182644), Route carried "under" structure: County highway 47, Year Built: 1900, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 2,050 (year 2005), Features Intersected: CSAH 47, Facility Carried by Structure: CP RAIL Minimum Vertical Clearance: 4.33m (14.21ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.2m (26.9ft) Find on map >>
Structure Number: 9301, Location: AT THE JCT TH 694 & 51 (Lat: 45.061564, Lng: -93.158292), Route carried "under" structure: Ramp State highway 51, Year Built: 1960, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 5,900 (year 1996), Features Intersected: TH 51 SB ON RAMP, Facility Carried by Structure: I 694 EB Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.4m (53.8ft) Find on map >>
Structure Number: 9302, Location: AT THE JCT TH 694 & 51 (Lat: 45.062517, Lng: -93.156392), Route carried "under" structure: State highway 51, Year Built: 1960, Structure Length: 4.52m (14.83ft), Average Daily Traffic: 16,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 51NB, Facility Carried by Structure: I 694 EB Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft) Find on map >>
Structure Number: 931, Location: AT THE JCT TH 694 & 10 (Lat: 45.066731, Lng: -93.169722), Route carried "under" structure: US 10, Year Built: 1959, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 19,000 (year 2004), Truck Traffic: 6%, Features Intersected: US 10 SB, Facility Carried by Structure: I 694 WB Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.9m (65.3ft) Find on map >>
Structure Number: 9311, Location: 0.2 MI W OF JCT TH 10 (Lat: 45.066731, Lng: -93.169722), Route carried "under" structure: County highway 76, Year Built: 1959, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,325 (year 2005), Features Intersected: CSAH 76, Facility Carried by Structure: I 694 WB Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.4m (60.4ft) Find on map >>
Structure Number: 9312, Location: 0.2 MI W OF JCT TH 10 (Lat: 45.066481, Lng: -93.169669), Route carried "under" structure: County highway 76, Year Built: 1959, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 1,325 (year 2005), Features Intersected: CSAH 76, Facility Carried by Structure: I 694 EB Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.4m (60.4ft) Find on map >>
Structure Number: 9447, Location: AT THE JCT TH 694 & 51 (Lat: 45.063283, Lng: -93.158169), Route carried "under" structure: Interstate 694, Year Built: 1961, Structure Length: 4.62m (15.16ft), Average Daily Traffic: 58,500 (year 2004), Truck Traffic: 8%, Features Intersected: I 694 WB, Facility Carried by Structure: TH 51 SB ON RAMP Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 9448, Location: AT THE JCT TH 694 & 51 (Lat: 45.062517, Lng: -93.156392), Route carried "under" structure: Interstate 694, Year Built: 1961, Structure Length: 5.62m (18.44ft), Average Daily Traffic: 58,500 (year 2004), Truck Traffic: 8%, Features Intersected: I 694 WB, Facility Carried by Structure: TH 51 NB OFF RAMP Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.9m (78.4ft) Find on map >>
Structure Number: 957, Location: 0.7 MI S OF JCT TH 694 (Lat: 45.057406, Lng: -93.187494), Route carried "under" structure: Interstate 35W, Year Built: 1964, Structure Length: 6.51m (21.36ft), Average Daily Traffic: 114,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W, Facility Carried by Structure: CO RD E2 (CSAH 73) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.8m (71.5ft) Find on map >>
Structure Number: 9575, Location: 0.2 MI N OF JCT TH 694 (Lat: 45.070339, Lng: -93.185483), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 7.24m (23.75ft), Average Daily Traffic: 118,000 (year 2004), Truck Traffic: 3%, Features Intersected: I 35W, Facility Carried by Structure: MC RAIL CO Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 9577, Location: 0.8 MI N OF JCT TH 694 (Lat: 45.079097, Lng: -93.185358), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 108,000 (year 2004), Truck Traffic: 3%, Features Intersected: I 35W, Facility Carried by Structure: CO RD G(CSAH 96) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.7m (71.2ft) Find on map >>
Structure Number: 9578, Location: 1.2 MI N OF JCT TH 694 (Lat: 45.085189, Lng: -93.186836), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 108,000 (year 2004), Truck Traffic: 3%, Features Intersected: I 35W, Facility Carried by Structure: MC RAIL Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 9582, Location: 0.4 Mi N of S Jct TH 10 (Lat: 45.095408, Lng: -93.188350), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 130,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W, Facility Carried by Structure: TC ARSENAL ENTRY Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.6m (77.4ft) Find on map >>
Structure Number: 9585, Location: At the S Jct TH 10 & 35W (Lat: 45.091669, Lng: -93.187972), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 11.65m (38.22ft), Average Daily Traffic: 130,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W & 35W SB OFF RAMP, Facility Carried by Structure: US 10 WB Minimum Vertical Clearance: 4.85m (15.91ft), 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: 34.8m (114.2ft) Find on map >>
Structure Number: 9585, Location: At the S Jct TH 10 & 35W (Lat: 45.091669, Lng: -93.187972), Route carried "under" structure: Ramp Interstate 35W, Year Built: 1963, Structure Length: 11.65m (38.22ft), Average Daily Traffic: 5,000 (year 1994), Features Intersected: I 35W & 35W SB OFF RAMP, Facility Carried by Structure: US 10 WB Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 34.8m (114.2ft) Find on map >>
Structure Number: 9586, Location: At the S Jct TH 10 & 35W (Lat: 45.088622, Lng: -93.187967), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 13,000 (year 2004), Truck Traffic: 56%, Features Intersected: I 35W & 35W NB OFF RAMP, Facility Carried by Structure: US 10 EB Minimum Vertical Clearance: 4.69m (15.39ft), 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: 38.9m (127.6ft) Find on map >>
Structure Number: 9586, Location: At the S Jct TH 10 & 35W (Lat: 45.088622, Lng: -93.187967), Route carried "under" structure: Ramp Interstate 35W, Year Built: 1963, Structure Length: 13.38m (43.90ft), Average Daily Traffic: 5,000 (year 1994), Features Intersected: I 35W & 35W NB OFF RAMP, Facility Carried by Structure: US 10 EB Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 38.9m (127.6ft) Find on map >>
Structure Number: 9599, Location: 0.2 MI S OF JCT TH 694 (Lat: 45.064558, Lng: -93.186461), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 114,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W & I35W SB ON RAMP, Facility Carried by Structure: CO RD F(CSAH 12) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 9599, Location: 0.2 MI S OF JCT TH 694 (Lat: 45.064558, Lng: -93.186461), Route carried "under" structure: Ramp Interstate 35W, Year Built: 1963, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 5,000 (year 1994), Features Intersected: I 35W & I35W SB ON RAMP, Facility Carried by Structure: CO RD F(CSAH 12) Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.2m (122.0ft) Find on map >>
Structure Number: 9601, Location: AT THE JCT TH 694 & 35W (Lat: 45.067333, Lng: -93.185961), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 114,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W, Facility Carried by Structure: I 694 WB Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.2m (102.4ft) Find on map >>
Structure Number: 9602, Location: AT THE JCT TH 694 & 35W (Lat: 45.067106, Lng: -93.186158), Route carried "under" structure: Interstate 35W, Year Built: 1963, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 114,000 (year 2004), Truck Traffic: 6%, Features Intersected: I 35W, Facility Carried by Structure: I 694 EB Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.2m (102.4ft) Find on map >>
Structure Number: 9603, Location: 1.3 MI N OF JCT TH 10 (Lat: 45.107950, Lng: -93.188353), Route carried "under" structure: County highway 3, Year Built: 1968, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 6,500 (year 2005), Features Intersected: CO RD I(CSAH 3) Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 8, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.1m (62.7ft) Discuss this city on our hugely popular Minnesota forum Back to: Arden Hills, MN, Minnesota, All US cities.
|
 |
