Bridge Statistics for Burt, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 41Number of bridges
- 545ft / 166mTotal length
- $1,892,000Total costs
- 180,798Total average daily traffic
- 19,238Total average daily truck traffic
- 212,907Total future (year 1977) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Burt
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 21930-1939
- 11940-1949
- 21950-1959
- 31960-1969
- 111970-1979
- 51980-1989
- 51990-1999
- 72000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 11960-1969
- 01970-1979
- 11980-1989
- 41990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 5.1%Very good
- 38.5%Good
- 20.5%Satisfactory
- 23.1%Fair
- 7.7%Poor
- 5.1%Serious
- Bridge Condition - Superstructure
- 2.6%Excellent
- 12.8%Very good
- 28.2%Good
- 25.6%Satisfactory
- 17.9%Fair
- 7.7%Poor
- 5.1%Serious
- Bridge Condition - Substructure
- 7.7%Very good
- 33.3%Good
- 28.2%Satisfactory
- 20.5%Fair
- 7.7%Poor
- 2.6%Serious
- Bridge Condition - Channel
- 5.9%Very good
- 35.3%Good
- 23.5%Satisfactory
- 23.5%Fair
- 11.8%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Good
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Structure Number: 11902, Location: @ S LIMITSOF ROMULUS (Lat: 42.179981, Lng: -83.388019), Route carried "on" structure: County highway 2057, Year Built: 1974, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 2,700 (year 1974), Truck Traffic: 3%, Average Future Daily Traffic: 2,700 (year 1977), Design Load: HS 20, Features Intersected: I-275, Facility Carried by Structure: PENNSYLVANIA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.342, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $51,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 11902, Location: @ S LIMITSOF ROMULUS (Lat: 42.179981, Lng: -83.388019), Route carried "on" structure: County highway 2057, Year Built: 1974, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 2,700 (year 1974), Truck Traffic: 3%, Average Future Daily Traffic: 2,700 (year 1977), Design Load: HS 20, Features Intersected: I-275, Facility Carried by Structure: PENNSYLVANIA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.342, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $51,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 11903, Location: IN ROMULUS (Lat: 42.194192, Lng: -83.388336), Route carried "on" structure: County highway 2057, Year Built: 1974, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 2,500 (year 1974), Truck Traffic: 3%, Average Future Daily Traffic: 2,500 (year 1977), Design Load: HS 20, Features Intersected: I-275, Facility Carried by Structure: EUREKA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.283, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 157, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11903, Location: IN ROMULUS (Lat: 42.194192, Lng: -83.388336), Route carried "on" structure: County highway 2057, Year Built: 1974, Status: Open, Structure Length: 8.78m (28.81ft), Average Daily Traffic: 2,500 (year 1974), Truck Traffic: 3%, Average Future Daily Traffic: 2,500 (year 1977), Design Load: HS 20, Features Intersected: I-275, Facility Carried by Structure: EUREKA RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.283, Lanes on structure: 5, Lanes under structure: 8, Base Highway Network: Yes (Inventory Route: 157, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 21.2m (69.6ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 43.9m (144.0ft), Curb-To-Curb Width: 22.9m (75.1ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 51.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 11914, Location: IN ROMULUS (Lat: 42.221592, Lng: -83.414900), Route carried "on" structure: Interstate 94, Year Built: 1972, Year Reconstructed: 2011, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 57,166 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 67,450 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-275 SB TO I-94 EB RAMP
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.656, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 157, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 91.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 11914, Location: IN ROMULUS (Lat: 42.221592, Lng: -83.414900), Route carried "on" structure: Interstate 94, Year Built: 1972, Year Reconstructed: 2011, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 57,166 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 67,450 (year 2031), Design Load: HS 20+Mod, Features Intersected: I-275 SB TO I-94 EB RAMP
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 10.656, Lanes on structure: 3, Lanes under structure: 1, Base Highway Network: Yes (Inventory Route: 157, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.4m (63.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Inventory Rating: 91.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing