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Bridge Statistics for Marshall, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Marshall, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 16 Total length: 43 meters (141ft) Total costs: $1,884,000 Total average daily traffic: 68,351 Total average daily truck traffic: 3,914 National Bridge Inventory (NBI) Registered Bridges for Marshall
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 42001, Location: 1.3 MI SW OF JCT TH 59 (Lat: 44.443050, Lng: -95.812275), Route carried "on" structure: State highway 19, Year Built: 1962, Status: Open, Structure Length: 3.98m (13.06ft), Average Daily Traffic: 3,050 (year 2004), Truck Traffic: 12%, Design Load: HS 20, Features Intersected: REDWOOD R DIVERSION CHAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.3m (43.6ft), 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: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.4 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $678,000, Roadway Improvement Cost: $30,000, Total Project Cost: $451,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 42002, Location: 0.6 MI NW OF JCT TH 59 (Lat: 44.458869, Lng: -95.806403), Route carried "on" structure: State highway 68, Year Built: 1962, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 4,050 (year 2004), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: REDWOOD R DIVERSION CHAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.10m (16.73ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $724,000, Roadway Improvement Cost: $32,000, Total Project Cost: $481,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 42003, Location: 0.5 MI N OF JCT TH 68 (Lat: 44.459944, Lng: -95.796756), Route carried "on" structure: US 59, Year Built: 1962, Status: Open, Structure Length: 3.67m (12.04ft), Average Daily Traffic: 6,000 (year 2004), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: REDWOOD R DIVERSION CHAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $10,000, Total Project Cost: $163,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 42519, Location: 0.1 MI W OF JCT TH 19 (Lat: 44.446214, Lng: -95.792322), Route carried "on" structure: City street 111, Year Built: 1971, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 3,550 (year 2005), Design Load: HS 20, Features Intersected: REDWOOD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than 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: December 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 42539, Location: 0.6 MI E OF JCT TH 59 (Lat: 44.470300, Lng: -95.787022), Route carried "on" structure: County highway 33, Year Built: 1983, Status: Open, Structure Length: 4.68m (15.35ft), Average Daily Traffic: 4,200 (year 2005), Design Load: HS 20, Features Intersected: BNSF RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Very 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, 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: 42552, Location: 0.7 mi N of jct TH 68 (Lat: 44.460000, Lng: -95.790000), Route carried "on" structure: City street 129, Year Built: 2002, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 2,200 (year 2005), Design Load: HS 25, Features Intersected: Redwood R Diversion Cha, Facility Carried by Structure: 7th St Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 80.0 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 42554, Location: 0.1 MI N OF COLLEGE DR (Lat: 44.444628, Lng: -95.800522), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1 (year 1998), Design Load: Pedestrian, Features Intersected: REDWOOD RIVER, Facility Carried by Structure: PEDESTRIAN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Owner: City or Municipal Highway Agency, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Out-to-Out Width: 3.4m (11.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Waterway Adequacy: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 42J09, Location: 0.4 MI E OF JCT TH 59 (Lat: 44.459472, Lng: -95.789139), Route carried "on" structure: City street 130, Year Built: 2001, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,500 (year 2005), Design Load: HS 25, Features Intersected: Redwood River, Facility Carried by Structure: Kossuth Ave Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.2m (13.8ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal 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: December 2007, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 42J22, Location: 0.1 MI W OF COLLEGE DR (Lat: 44.450278, Lng: -95.784722), Route carried "on" structure: City street 112, Year Built: 2007, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 3,300 (year 2005), Features Intersected: REDWOOD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 58.1 metric tons, Inventory Rating: 39.0 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: January 2008, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 42X01, Location: 3.0 MI W OF JCT TH 59 (Lat: 44.428319, Lng: -95.828328), Route carried "on" structure: State highway 23, Year Built: 1999, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 5,900 (year 2004), Truck Traffic: 11%, Design Load: HS 25, Features Intersected: DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.5m (80.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: November 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5083, Location: 0.2 MI NE OF JCT TH 59 (Lat: 44.449442, Lng: -95.785394), Route carried "on" structure: State highway 19, Year Built: 1931, Status: Open, Structure Length: 3.30m (10.83ft), Average Daily Traffic: 9,100 (year 2004), Truck Traffic: 4%, Design Load: H 20, Features Intersected: REDWOOD RIVER 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: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $795,000, Roadway Improvement Cost: $29,000, Total Project Cost: $438,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 5151, Location: 0.7 MI SW OF MARSHALL (Lat: 44.443122, Lng: -95.800039), Route carried "on" structure: State highway 19, Year Built: 1932, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 3,050 (year 2004), Truck Traffic: 12%, Design Load: HS 20, Features Intersected: REDWOOD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $750,000, Roadway Improvement Cost: $23,000, Total Project Cost: $351,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: 6568, Location: ON MAIN ST IN MARSHALL (Lat: 44.446228, Lng: -95.787683), Route carried "on" structure: US 59, Year Built: 1950, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 8,600 (year 2004), Truck Traffic: 4%, Design Load: H 20, Features Intersected: REDWOOD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to 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: Bituminous Find on map >>
Structure Number: 91352, Location: 0.1 MI SW OF JCT 59 (Lat: 44.446478, Lng: -95.789317), Route carried "on" structure: State highway 19, Year Built: 1975, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 8,200 (year 2004), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: REDWOOD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.4m (14.4ft) 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: Equal to present desirable 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: Bituminous Find on map >>
Structure Number: 91601, Location: 0.2 MI NE OF JCT TH 19 (Lat: 44.451358, Lng: -95.787400), Route carried "on" structure: City street 110, Year Built: 1977, Status: Open, Structure Length: 1.59m (5.22ft), Average Daily Traffic: 3,100 (year 2005), Design Load: HS 20, Features Intersected: REDWOOD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 93343, Location: 0.1 MI N OF JCT TH 19 (Lat: 44.443611, Lng: -95.796367), Route carried "on" structure: City street 110, Year Built: 1978, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 2,550 (year 2005), Design Load: HS 20, Features Intersected: REDWOOD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Minnesota forum Back to: Marshall, MN, Minnesota, All US cities.
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