 |
 |
Bridge Statistics for Albion, Michigan (MI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Albion, MI, Michigan, Michigan forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 27 meters (89ft) Total average daily traffic: 55,488 Total average daily truck traffic: 5,723 Total future (year 2018) average daily traffic: 74,968 National Bridge Inventory (NBI) Registered Bridges for Albion
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 13113092000B01, Location: S LTS OF ALBION (Lat: 42.236194, Lng: -84.753094), Route carried "on" structure: State highway 99, Year Built: 1938, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 4,159 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 5,968 (year 2018), Design Load: H 20, Features Intersected: KALAMAZOO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.289, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 129, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 13113092000B02, Location: IN ALBION (Lat: 42.245756, Lng: -84.753031), Route carried "on" structure: State highway 99, Year Built: 1908, Year Reconstructed: 1993, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 6,967 (year 2003), Truck Traffic: 3%, Average Future Daily Traffic: 9,998 (year 2018), Design Load: HS 25, Features Intersected: KALAMAZOO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.351, Lanes on structure: 4, Base Highway Network: Yes (Inventory Route: 129, Subroute: 5), Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 5.3m (17.4ft), Right: 5.0m (16.4ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 30.1m (98.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 92.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 134007400005B01, Location: ONE BLOCK EAST OF M-99 & (Lat: 42.238703, Lng: -84.749489), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 1,650 (year 2002), Truck Traffic: 12%, Average Future Daily Traffic: 2,230 (year 2022), Design Load: HS 20+Mod, Features Intersected: S BRA KALAMAZOO RIVER, Facility Carried by Structure: HAVEN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.280, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 50.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 134007400020B01, Location: TWO BLOCKS EAST OF M-99 (Lat: 42.242983, Lng: -84.750281), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 7,536 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 9,661 (year 2025), Design Load: HS 20, Features Intersected: S BRA KALAMAZOO RIVER, Facility Carried by Structure: E ERIE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.291, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 79.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 134007400020B02, Location: THREE BLK EAST OF M-99 (Lat: 42.242981, Lng: -84.749472), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 7,536 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 9,661 (year 2025), Design Load: HS 20+Mod, Features Intersected: E BRA KALAMAZOO RIVER, Facility Carried by Structure: E ERIE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.377, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 86.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 134007400034B01, Location: ONE BLK EAST OF M-99 (Lat: 42.245283, Lng: -84.751956), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 5,830 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 7,860 (year 2022), Design Load: HS 20+Mod, Features Intersected: KALAMAZOO RIVER, Facility Carried by Structure: E. CASS ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.197, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 67.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 134007400077B01, Location: 9 BLOCKS EAST OF M99 (Lat: 42.240014, Lng: -84.742567), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 3,120 (year 2002), Truck Traffic: 12%, Average Future Daily Traffic: 4,220 (year 2022), Design Load: HS 20+Mod, Features Intersected: BRN. OF E. BRN. KALAMAZO, Facility Carried by Structure: S. HANNAH ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 134007400077B02, Location: 9 BLOCKS EAST OF M99 (Lat: 42.240328, Lng: -84.742578), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 3,120 (year 2002), Truck Traffic: 12%, Average Future Daily Traffic: 4,220 (year 2022), Design Load: HS 20+Mod, Features Intersected: EAST BRANCH OF KALAMAZOO, Facility Carried by Structure: S. HANNAH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.465, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 61.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 134007400106B01, Location: ONE BLK WEST OF M-99 (Lat: 42.245608, Lng: -84.754572), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 5,200 (year 2002), Truck Traffic: 12%, Average Future Daily Traffic: 7,020 (year 2022), Design Load: HS 20+Mod, Features Intersected: KALAMAZOO RIVER, Facility Carried by Structure: N. CLINTON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.851, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 134007400114B01, Location: 2 BLOCKS WEST OF M99 (Lat: 42.246364, Lng: -84.756172), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 5,450 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 7,490 (year 2025), Design Load: HS 20, Features Intersected: KALAMAZOO RIVER, Facility Carried by Structure: N EATON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.814, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 4.7m (15.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 95.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 134007400120B01, Location: 6 BLOCKS WEST OF M99 (Lat: 42.247581, Lng: -84.762186), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1976, Status: Posted for load, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,920 (year 2002), Truck Traffic: 12%, Average Future Daily Traffic: 6,640 (year 2022), Design Load: HS 20+Mod, Features Intersected: KALAMAZOO RIVER, Facility Carried by Structure: N. ALBION ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.533, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Michigan forum Back to: Albion, MI, Michigan, All US cities.
|
 |
