Bridge Statistics for Bangor, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 59ft / 17.7mTotal length
- $720,000,000Total costs
- 44,720Total average daily traffic
- 8,162Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bangor
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21930-1939
- 11940-1949
- 51970-1979
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 25.0%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 37.5%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- 12.5%Poor
- Bridge Condition - Channel
- 28.6%Good
- 42.9%Fair
- 14.3%Poor
- 14.3%Serious
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Structure Number: 123, Location: 1.0 MI W OF M-40 (Lat: 42.736839, Lng: -86.090486), Route carried "on" structure: Interstate 196, Year Built: 1972, Year Reconstructed: 2014, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 13,046 (year 2012), Truck Traffic: 26%, Average Future Daily Traffic: 5,000 (year 2015), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 41.875, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 123, Location: 1.0 MI W OF M-40 (Lat: 42.736839, Lng: -86.090486), Route carried "on" structure: Interstate 196, Year Built: 1972, Year Reconstructed: 2014, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 13,046 (year 2012), Truck Traffic: 26%, Average Future Daily Traffic: 5,000 (year 2015), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 41.875, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 29.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 124, Location: 1.0 MI W OF M-40 (Lat: 42.737108, Lng: -86.090528), Route carried "on" structure: Interstate 196, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 17,425 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 19,250 (year 2041), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 41.963, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 17 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 124, Location: 1.0 MI W OF M-40 (Lat: 42.737108, Lng: -86.090528), Route carried "on" structure: Interstate 196, Year Built: 1972, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 17,425 (year 2021), Truck Traffic: 26%, Average Future Daily Traffic: 19,250 (year 2041), Design Load: HS 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 41.963, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 78, Subroute: 8), Owner: State Highway Agency, Approaching Roadway Width: 12.6m (41.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 17 months, Inspection Date: December 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: 3549, Location: SEC. 16 HURON TWP. (Lat: 43.999983, Lng: -82.834633), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 270 (year 2009), Average Future Daily Traffic: 490 (year 2029), Design Load: HS 20, Features Intersected: TINSEY DRAIN, Facility Carried by Structure: HURON CITY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3549, Location: SEC. 16 HURON TWP. (Lat: 43.999983, Lng: -82.834633), Route carried "on" structure: County highway , Year Built: 1940, Year Reconstructed: 1996, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 270 (year 2009), Average Future Daily Traffic: 490 (year 2029), Design Load: HS 20, Features Intersected: TINSEY DRAIN, Facility Carried by Structure: HURON CITY ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 16.384, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10724, Location: IN BANGOR (Lat: 42.315458, Lng: -86.122125), Route carried "on" structure: State highway 43, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,877 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 10,260 (year 2018), Design Load: H 15, Features Intersected: MAPLE BROOK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.767, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 72.3 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: 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: April 2021
Structure Number: 10724, Location: IN BANGOR (Lat: 42.315458, Lng: -86.122125), Route carried "on" structure: State highway 43, Year Built: 1939, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5,877 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 10,260 (year 2018), Design Load: H 15, Features Intersected: MAPLE BROOK
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.767, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 57, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 72.3 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: 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: April 2021
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Structure Number: 10746, Location: 0.25 MI N OF M-43 (Lat: 42.330744, Lng: -86.148228), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 1,950 (year 2000), Average Future Daily Traffic: 2,800 (year 2020), Design Load: HS 25 or greater, Features Intersected: S BR BLACK RIVER, Facility Carried by Structure: CR 687
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.117, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.3m (86.3ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 77.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10746, Location: 0.25 MI N OF M-43 (Lat: 42.330744, Lng: -86.148228), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 2.75m (9.02ft), Average Daily Traffic: 1,950 (year 2000), Average Future Daily Traffic: 2,800 (year 2020), Design Load: HS 25 or greater, Features Intersected: S BR BLACK RIVER, Facility Carried by Structure: CR 687
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 6.117, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.3m (86.3ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 77.4 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10796, Location: CITY OF BANGOR (Lat: 42.316592, Lng: -86.109186), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,349 (year 2014), Average Future Daily Traffic: 3,524 (year 2034), Design Load: HS 20+Mod, Features Intersected: MILL POND, Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.390, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $160,000,000, Roadway Improvement Cost: $80,000,000, Total Project Cost: $240,000,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10796, Location: CITY OF BANGOR (Lat: 42.316592, Lng: -86.109186), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,349 (year 2014), Average Future Daily Traffic: 3,524 (year 2034), Design Load: HS 20+Mod, Features Intersected: MILL POND, Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 25.390, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $160,000,000, Roadway Improvement Cost: $80,000,000, Total Project Cost: $240,000,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10797, Location: CITY OF BANGOR (Lat: 42.316875, Lng: -86.121842), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 158 (year 2001), Average Future Daily Traffic: 285 (year 2021), Design Load: HS 20+Mod, Features Intersected: MAPLE BROOK, Facility Carried by Structure: BLACK RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.552, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10797, Location: CITY OF BANGOR (Lat: 42.316875, Lng: -86.121842), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1995, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 158 (year 2001), Average Future Daily Traffic: 285 (year 2021), Design Load: HS 20+Mod, Features Intersected: MAPLE BROOK, Facility Carried by Structure: BLACK RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.552, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, 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: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10798, Location: CITY OF BANGOR (Lat: 42.316681, Lng: -86.116492), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 800 (year 2014), Average Future Daily Traffic: 1,200 (year 2034), Design Load: HS 20+Mod, Features Intersected: BLACK RIVER, Facility Carried by Structure: HAMILTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.731, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Serious, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $150,000,000, Roadway Improvement Cost: $80,000,000, Total Project Cost: $230,000,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10798, Location: CITY OF BANGOR (Lat: 42.316681, Lng: -86.116492), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 800 (year 2014), Average Future Daily Traffic: 1,200 (year 2034), Design Load: HS 20+Mod, Features Intersected: BLACK RIVER, Facility Carried by Structure: HAMILTON ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.731, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Serious, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 10.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $150,000,000, Roadway Improvement Cost: $80,000,000, Total Project Cost: $230,000,000 ( Estimate for 2017), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10799, Location: CITY OF BANGOR (Lat: 42.316364, Lng: -86.112836), Route carried "on" structure: City street , Year Built: 1971, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 663 (year 2014), Average Future Daily Traffic: 995 (year 2034), Design Load: HS 20+Mod, Features Intersected: BLACK RIVER, Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.550, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Poor, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $170,000,000, Roadway Improvement Cost: $80,000,000, Total Project Cost: $250,000,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10799, Location: CITY OF BANGOR (Lat: 42.316364, Lng: -86.112836), Route carried "on" structure: City street , Year Built: 1971, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 663 (year 2014), Average Future Daily Traffic: 995 (year 2034), Design Load: HS 20+Mod, Features Intersected: BLACK RIVER, Facility Carried by Structure: SECOND STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.550, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Poor, Operating Rating: 33.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 9.14m (29.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $170,000,000, Roadway Improvement Cost: $80,000,000, Total Project Cost: $250,000,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10795, Location: CITY OF BANGOR (Lat: 42.308964, Lng: -86.116506), Route carried "under" structure: City street , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 2,182 (year 2003), Truck Traffic: 3%, Features Intersected: ARLINGTON STREET, Facility Carried by Structure: C&O RAILROAD
Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 15.442, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)
Structure Number: 10795, Location: CITY OF BANGOR (Lat: 42.308964, Lng: -86.116506), Route carried "under" structure: City street , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 2,182 (year 2003), Truck Traffic: 3%, Features Intersected: ARLINGTON STREET, Facility Carried by Structure: C&O RAILROAD
Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 15.442, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.7m (44.9ft)