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Bridge Statistics for Luverne, Minnesota (MN) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Luverne, MN, Minnesota, Minnesota forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 32 meters (105ft) Total costs: $1,145,000 Total average daily traffic: 43,698 Total average daily truck traffic: 3,273 National Bridge Inventory (NBI) Registered Bridges for Luverne
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 505, Location: 0.1 MI E OF JCT CSAH 18 (Lat: 43.654133, Lng: -96.201058), Route carried "on" structure: County highway 4, Year Built: 1931, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 3,050 (year 2002), Features Intersected: ROCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Serious, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $984,000, Roadway Improvement Cost: $87,000, Total Project Cost: $875,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 6245, Location: 0.6 MI N 0F JCT TH 90 (Lat: 43.648867, Lng: -96.212969), Route carried "on" structure: US 75, Year Built: 1932, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 9,500 (year 2004), Truck Traffic: 9%, Design Load: H 15, Features Intersected: POPLAR CREEK 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: 15.2m (49.9ft), 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: Poor, Operating Rating: 39.2 metric tons, Inventory Rating: 29.4 metric tons, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $88,000, Roadway Improvement Cost: $4,000, Total Project Cost: $70,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 67551, Location: .6 MI S OF JCT CSAH 4 (Lat: 43.646667, Lng: -96.193333), Route carried "on" structure: City street 75, Year Built: 2005, Status: Open, Structure Length: 2.27m (7.45ft), Average Daily Traffic: 129 (year 2005), Design Load: HS 25, Features Intersected: ROCK RIVER OVERFLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.7 metric tons, Inventory Rating: 40.8 metric tons, 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, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $282,000, 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: 67804, Location: AT JCT TH 75 (Lat: 43.639586, Lng: -96.212958), Route carried "on" structure: US 75, Year Built: 1992, Status: Open, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 9,200 (year 2004), Truck Traffic: 9%, Design Load: HS 25, Features Intersected: I 90 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: 20.7m (67.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 25.3m (83.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.7 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 67J34, Location: 0.4 mi E of jct CSAH 18 (Lat: 43.653333, Lng: -96.195000), Route carried "on" structure: County highway 4, Year Built: 2002, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 2,600 (year 2002), Design Load: HS 25, Features Intersected: Rock River Overflow 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: 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: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8085, Location: 0.5 MI W OF JCT TH 75 (Lat: 43.651169, Lng: -96.222486), Route carried "on" structure: County highway 4, Year Built: 1927, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 1,550 (year 2002), Features Intersected: STREAM 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: 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: December 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 8086, Location: 0.3 MI W OF JCT TH 75 (Lat: 43.653864, Lng: -96.221167), Route carried "on" structure: County highway 4, Year Built: 1927, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 1,550 (year 2002), Truck Traffic: 12%, Features Intersected: POPLAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $36,000, Roadway Improvement Cost: $39,000, Total Project Cost: $100,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 91101, Location: 0.2 MI S OF JCT CSAH 4 (Lat: 43.650442, Lng: -96.217464), Route carried "on" structure: County highway 26, Year Built: 1964, Status: Open, Structure Length: 0.56m (1.84ft), Average Daily Traffic: 990 (year 2002), Features Intersected: POPLAR CREEK 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.6m (8.5ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.8m (5.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97338, Location: 0.1 MI N OF JCT CSAH 26 (Lat: 43.650628, Lng: -96.216192), Route carried "on" structure: City street 50, Year Built: 1998, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 155 (year 1997), Design Load: HS 25, Features Intersected: POPLAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: 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: December 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97339, Location: 0.1 MI N OF JCT CSAH 26 (Lat: 43.650000, Lng: -96.216667), Route carried "on" structure: City street 48, Year Built: 1998, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 842 (year 1997), Design Load: HS 25, Features Intersected: POPLAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), 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: Excellent, Operating Rating: 68.6 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: 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: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 97343, Location: 0.4 MI E OF JCT CSAH 18 (Lat: 43.659733, Lng: -96.196047), Route carried "on" structure: City street 29, Year Built: 1992, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 73 (year 1992), Design Load: HS 25, Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 97437, Location: 0.4 MI W OF JCT TH 75 (Lat: 43.660017, Lng: -96.219825), Route carried "on" structure: County highway 5, Year Built: 1993, Status: Open, Structure Length: 0.41m (1.35ft), Average Daily Traffic: 750 (year 2002), Design Load: HS 20, Features Intersected: POPLAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 58.8 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L216, Location: 0.1 MI E OF JCT CSAH 4 (Lat: 43.651667, Lng: -96.220000), Route carried "on" structure: County highway 26, Year Built: 1959, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 990 (year 2002), Features Intersected: POPLAR CREEK 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L2161, Location: 0.1 MI W OF JCT TH 75 (Lat: 43.650053, Lng: -96.215283), Route carried "on" structure: County highway 26, Year Built: 1960, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 460 (year 2002), Features Intersected: POPLAR CREEK 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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.0m (6.6ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 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: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: L2256, Location: 0.1 MI S OF JCT CSAH 4 (Lat: 43.653661, Lng: -96.196908), Route carried "on" structure: City street 75, Year Built: 1925, Status: Posted for load, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 124 (year 1990), Features Intersected: STREAM (DRY), Facility Carried by Structure: ROCK RIVER DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 15, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Channel: Good, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 2007, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $3,000, Total Project Cost: $10,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: L2257, Location: 0.5 MI S OF JCT CSAH 4 (Lat: 43.648333, Lng: -96.195000), Route carried "on" structure: City street 75, Year Built: 1910, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 112 (year 1990), Features Intersected: STREAM Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2006, Bridge Improvement Cost: $54,000, Roadway Improvement Cost: $7,000, Total Project Cost: $90,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: L5959, Location: 0.4 MI S OF JCT CSAH 4 (Lat: 43.647292, Lng: -96.209775), Route carried "on" structure: City street 18, Year Built: 1974, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 823 (year 1990), Design Load: HS 20, Features Intersected: POPLAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.5m (11.5ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 53.9 metric tons, Inventory Rating: 35.9 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 67804, Location: AT JCT TH 75 (Lat: 43.639586, Lng: -96.212958), Route carried "under" structure: Interstate 90, Year Built: 1992, Structure Length: 5.92m (19.42ft), Average Daily Traffic: 10,800 (year 2004), Truck Traffic: 13%, Features Intersected: I 90, Facility Carried by Structure: US 75 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.0m (95.1ft) Discuss this city on our hugely popular Minnesota forum Back to: Luverne, MN, Minnesota, All US cities.
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