Bridge Statistics for Edmore, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 40Number of bridges
- 387ft / 118mTotal length
- $415,000Total costs
- 257,195Total average daily traffic
- 20,582Total average daily truck traffic
- 337,476Total future (year 1977) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Edmore
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 41930-1939
- 21940-1949
- 11950-1959
- 121960-1969
- 41970-1979
- 51980-1989
- 31990-1999
- 22000-2009
- 32010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 31990-1999
- 12000-2009
- Bridge Condition - Deck
- 5.6%Excellent
- 5.6%Very good
- 47.2%Good
- 30.6%Satisfactory
- 8.3%Fair
- 2.8%Serious
- Bridge Condition - Superstructure
- 5.6%Excellent
- 13.9%Very good
- 30.6%Good
- 36.1%Satisfactory
- 11.1%Fair
- 2.8%Serious
- Bridge Condition - Substructure
- 2.8%Excellent
- 13.9%Very good
- 36.1%Good
- 41.7%Satisfactory
- 5.6%Fair
- Bridge Condition - Channel
- 3.2%Excellent
- 19.4%Very good
- 22.6%Good
- 41.9%Satisfactory
- 9.7%Fair
- 3.2%Poor
- Bridge Condition - Culverts
- 25.0%Excellent
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
Find on map >> Show street view
Structure Number: 10895, Location: 2.5 MI S OF US-12 (Lat: 42.171572, Lng: -83.684383), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 150 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 90 (year 1977), Design Load: H 15, Features Intersected: US-23, Facility Carried by Structure: BEMIS RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.237, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 10895, Location: 2.5 MI S OF US-12 (Lat: 42.171572, Lng: -83.684383), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 6.30m (20.67ft), Average Daily Traffic: 150 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 90 (year 1977), Design Load: H 15, Features Intersected: US-23, Facility Carried by Structure: BEMIS RD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 7.237, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.1m (69.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete