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Bridge Statistics for Robbinsdale, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Robbinsdale, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 30 Total length: 268 meters (879ft) Total costs: $2,571,000 Total average daily traffic: 633,421 Total average daily truck traffic: 19,940 National Bridge Inventory (NBI) Registered Bridges for Robbinsdale
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 27006, Location: 2.2 MI NW OF JCT TH 94 (Lat: 45.013775, Lng: -93.318647), Route carried "on" structure: Ramp County highway 81, Year Built: 1964, Status: Open, Structure Length: 7.76m (25.46ft), Average Daily Traffic: 3,550 (year 2005), Design Load: HS 20, Features Intersected: STR 184(VICTORY MEMORL) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.50m (27.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $597,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27007, Location: 2.3 MI NW OF JCT TH 94 (Lat: 45.013469, Lng: -93.318650), Route carried "on" structure: County highway 81, Year Built: 1964, Status: Open, Structure Length: 11.41m (37.43ft), Average Daily Traffic: 6,250 (year 2005), Design Load: HS 20, Features Intersected: MSAS 295 & STR 184 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 11, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 5, Length of Maximum Span: 31.2m (102.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.40m (37.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,289,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,100,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27008, Location: 2.3 MI NW OF JCT TH 94 (Lat: 45.013469, Lng: -93.318650), Route carried "on" structure: County highway 81, Year Built: 1964, Status: Open, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 6,250 (year 2005), Design Load: HS 20, Features Intersected: MSAS 295 & STR 184 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 37.1m (121.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 11.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.00m (42.65ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,470,000, Roadway Improvement Cost: $150,000, Total Project Cost: $1,300,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27081, Location: 0.4 MI W OF JCT CSAH 81 (Lat: 45.020550, Lng: -93.332875), Route carried "on" structure: City street 125, Year Built: 1977, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 9,700 (year 2005), Design Load: HS 20, Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.1m (49.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 19.0m (62.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $904,000, Roadway Improvement Cost: $15,000, Total Project Cost: $171,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27168, Location: 2.5 MI N OF JCT TH 55 (Lat: 45.020833, Lng: -93.345000), Route carried "on" structure: City street 206, Year Built: 2000, Status: Open, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 1 (year 2000), Design Load: HS 25, Features Intersected: TH 100, Facility Carried by Structure: 36th Ave N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 6, Owner: State Highway Agency, Skew: 31 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 27.6m (90.6ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 2717, Location: the jct TH 100 & CMSA 8 (Lat: 45.035000, Lng: -93.343333), Route carried "on" structure: County highway 8, Year Built: 2001, Status: Open, Structure Length: 9.79m (32.12ft), Average Daily Traffic: 4,425 (year 2005), Design Load: HS 25, Features Intersected: TH 100 & RAMPS, Facility Carried by Structure: West Broadway 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: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.9m (88.3ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27203, Location: At jct TH 100 & CSAH 81 (Lat: 45.035000, Lng: -93.342500), Route carried "on" structure: County highway 81, Year Built: 2001, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 17,900 (year 2005), Design Load: HS 25, Features Intersected: TH 100 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 29.1m (95.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 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: 27285, Location: At the jct TH100&CSAH9 (Lat: 45.031667, Lng: -93.346667), Route carried "on" structure: County highway 9, Year Built: 2001, Status: Open, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 19,600 (year 2005), Design Load: HS 20+Mod, Features Intersected: TH 100 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 34.4m (112.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27288, Location: 3.9 mi N of jct TH 55 (Lat: 45.038333, Lng: -93.338333), Route carried "on" structure: State highway 100, Year Built: 2001, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 46,000 (year 2004), Truck Traffic: 2%, Design Load: HS 25, Features Intersected: Twin Lake Channel Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 0.0m, Curb-To-Curb Width: 35.2m (115.5ft), Out-to-Out Width: 40.6m (133.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 87.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27945, Location: AT W JCT TH 101 & 94 (Lat: 45.194847, Lng: -93.552692), Route carried "on" structure: State highway 101, Year Built: 1969, Year Reconstructed: 1996, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 47,000 (year 2004), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: I 94 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.9m (88.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 32.6m (107.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: July 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 27R06, Location: At the jct TH100 &CSAH81 (Lat: 45.037500, Lng: -93.341667), Route carried "on" structure: Ramp State highway 100, Year Built: 2001, Status: Open, Structure Length: 6.06m (19.88ft), Average Daily Traffic: 1,000 (year 2002), Design Load: HS 25, Features Intersected: from CSAH 81 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 80.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $945,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 27X06, Location: .07 mi S of jct TH 100 (Lat: 45.035000, Lng: -93.342500), Route carried "on" structure: State highway 100, Year Built: 2001, Status: Open, Structure Length: 0.47m (1.54ft), Average Daily Traffic: 6,800 (year 1998), Design Load: HS 25, Features Intersected: PED Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Culverts: Very good, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 27006, Location: 2.2 MI NW OF JCT TH 94 (Lat: 45.013775, Lng: -93.318647), Route carried "under" structure: City street 184, Year Built: 1964, Structure Length: 7.76m (25.46ft), Average Daily Traffic: 9,000 (year 1996), Features Intersected: STR 184(VICTORY MEMORL), Facility Carried by Structure: CSAH 81NB ON RMP Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 27007, Location: 2.3 MI NW OF JCT TH 94 (Lat: 45.013469, Lng: -93.318650), Route carried "under" structure: City street 295, Year Built: 1964, Structure Length: 11.41m (37.43ft), Average Daily Traffic: 5,100 (year 2005), Features Intersected: MSAS 295 & STR 184, Facility Carried by Structure: CSAH 81(SB ON RMP) Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.2m (102.4ft) Find on map >>
Structure Number: 27007, Location: 2.3 MI NW OF JCT TH 94 (Lat: 45.013469, Lng: -93.318650), Route carried "under" structure: Ramp City street 184, Year Built: 1964, Structure Length: 11.41m (37.43ft), Average Daily Traffic: 820 (year 1993), Features Intersected: MSAS 295 & STR 184, Facility Carried by Structure: CSAH 81(SB ON RMP) Minimum Vertical Clearance: 4.72m (15.49ft), 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: 31.2m (102.4ft) Find on map >>
Structure Number: 27007, Location: 2.3 MI NW OF JCT TH 94 (Lat: 45.013469, Lng: -93.318650), Route carried "under" structure: City street 184, Year Built: 1964, Structure Length: 11.41m (37.43ft), Average Daily Traffic: 4,100 (year 1995), Features Intersected: MSAS 295 & STR 184, Facility Carried by Structure: CSAH 81(SB ON RMP) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 31.2m (102.4ft) Find on map >>
Structure Number: 27008, Location: 2.3 MI NW OF JCT TH 94 (Lat: 45.013469, Lng: -93.318650), Route carried "under" structure: County highway 153, Year Built: 1964, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 9,600 (year 2005), Features Intersected: MSAS 295 & STR 184, Facility Carried by Structure: CSAH 81 Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.1m (121.7ft) Find on map >>
Structure Number: 27008, Location: 2.3 MI NW OF JCT TH 94 (Lat: 45.013469, Lng: -93.318650), Route carried "under" structure: City street 184, Year Built: 1964, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 5,500 (year 1995), Features Intersected: MSAS 295 & STR 184, Facility Carried by Structure: CSAH 81 Minimum Vertical Clearance: 4.63m (15.19ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 37.1m (121.7ft) Find on map >>
Structure Number: 27008, Location: 2.3 MI NW OF JCT TH 94 (Lat: 45.013469, Lng: -93.318650), Route carried "under" structure: Ramp City street 184, Year Built: 1964, Structure Length: 13.01m (42.68ft), Average Daily Traffic: 825 (year 1990), Features Intersected: MSAS 295 & STR 184, Facility Carried by Structure: CSAH 81 Minimum Vertical Clearance: 4.57m (14.99ft), 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: 37.1m (121.7ft) Find on map >>
Structure Number: 27168, Location: 2.5 MI N OF JCT TH 55 (Lat: 45.020833, Lng: -93.345000), Route carried "under" structure: State highway 100, Year Built: 2000, Structure Length: 6.08m (19.95ft), Average Daily Traffic: 71,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 100, Facility Carried by Structure: 36th Ave N Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 7, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.6m (97.1ft) Find on map >>
Structure Number: 2717, Location: the jct TH 100 & CMSA 8 (Lat: 45.035000, Lng: -93.343333), Route carried "under" structure: State highway 100, Year Built: 2001, Structure Length: 9.79m (32.12ft), Average Daily Traffic: 51,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100 & RAMPS, Facility Carried by Structure: West Broadway Minimum Vertical Clearance: 5.73m (18.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.9m (88.3ft) Find on map >>
Structure Number: 2717, Location: the jct TH 100 & CMSA 8 (Lat: 45.035000, Lng: -93.343333), Route carried "under" structure: Ramp State highway 100, Year Built: 2001, Structure Length: 9.79m (32.12ft), Features Intersected: TH 100 & RAMPS, Facility Carried by Structure: West Broadway Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.9m (88.3ft) Find on map >>
Structure Number: 2717, Location: the jct TH 100 & CMSA 8 (Lat: 45.035000, Lng: -93.343333), Route carried "under" structure: Ramp State highway 100, Year Built: 2001, Structure Length: 9.79m (32.12ft), Features Intersected: TH 100 & RAMPS, Facility Carried by Structure: West Broadway 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: 26.9m (88.3ft) Find on map >>
Structure Number: 27203, Location: At jct TH 100 & CSAH 81 (Lat: 45.035000, Lng: -93.342500), Route carried "under" structure: State highway 100, Year Built: 2001, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 51,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: CSAH 81 Minimum Vertical Clearance: 0.53m (1.74ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft) Find on map >>
Structure Number: 27284, Location: 2.9 MI N OF JCT TH 55 (Lat: 45.026667, Lng: -93.346667), Route carried "under" structure: State highway 100, Year Built: 2000, Structure Length: 17.12m (56.17ft), Average Daily Traffic: 66,000 (year 2004), Truck Traffic: 3%, Features Intersected: TH 100, Facility Carried by Structure: PED at 39th Ave Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 27285, Location: At the jct TH100&CSAH9 (Lat: 45.031667, Lng: -93.346667), Route carried "under" structure: State highway 100, Year Built: 2001, Structure Length: 6.96m (22.83ft), Average Daily Traffic: 51,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100, Facility Carried by Structure: 42nd Ave N (CR 9) Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: 27286, Location: 3.5 mi N of jct TH 55 (Lat: 45.035000, Lng: -93.345000), Route carried "under" structure: State highway 100, Year Built: 2001, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 51,000 (year 2004), Truck Traffic: 2%, Features Intersected: TH 100 & RAMPS, Facility Carried by Structure: BNSF RR Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft) Find on map >>
Structure Number: 27286, Location: 3.5 mi N of jct TH 55 (Lat: 45.035000, Lng: -93.345000), Route carried "under" structure: Ramp State highway 100, Year Built: 2001, Structure Length: 9.24m (30.31ft), Features Intersected: TH 100 & RAMPS, Facility Carried by Structure: BNSF RR Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft) Find on map >>
Structure Number: 27286, Location: 3.5 mi N of jct TH 55 (Lat: 45.035000, Lng: -93.345000), Route carried "under" structure: Ramp State highway 100, Year Built: 2001, Structure Length: 9.24m (30.31ft), Features Intersected: TH 100 & RAMPS, Facility Carried by Structure: BNSF RR Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.000, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.4m (76.8ft) Find on map >>
Structure Number: 27945, Location: AT W JCT TH 101 & 94 (Lat: 45.194847, Lng: -93.552692), Route carried "under" structure: Interstate 94, Year Built: 1969, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 89,000 (year 2004), Truck Traffic: 9%, Features Intersected: I 94, Facility Carried by Structure: TH 101 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.9m (88.3ft) Discuss this city on our hugely popular Minnesota forum Back to: Robbinsdale, MN, Minnesota, All US cities.
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