Bridge Statistics for Powers, Michigan (MI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 59ft / 18.4mTotal length
- $77,000Total costs
- 20,450Total average daily traffic
- 1,800Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Powers
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 31930-1939
- 31970-1979
- 21980-1989
- 11990-1999
- 12000-2009
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 12.5%Very good
- 62.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Excellent
- 25.0%Very good
- 37.5%Good
- 25.0%Satisfactory
- Bridge Condition - Substructure
- 25.0%Very good
- 50.0%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 11.1%Very good
- 55.6%Good
- 33.3%Satisfactory
- Bridge Condition - Culverts
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 6791, Location: 1.3 MI NW OF POWERS (Lat: 45.706561, Lng: -87.535167), Route carried "on" structure: US 2, Year Built: 2021, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 4,850 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 5,450 (year 2041), Design Load: Greater than HL93, Features Intersected: BIG CEDAR RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.269, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 132, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 45.0 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: 34.7 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6791, Location: 1.3 MI NW OF POWERS (Lat: 45.706561, Lng: -87.535167), Route carried "on" structure: US 2, Year Built: 2021, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 4,850 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 5,450 (year 2041), Design Load: Greater than HL93, Features Intersected: BIG CEDAR RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.269, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 132, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 13.3m (43.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 45.0 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: 34.7 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 desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6792, Location: 0.4 MI NW OF POWERS (Lat: 45.696550, Lng: -87.523569), Route carried "on" structure: US 2, Year Built: 1933, Year Reconstructed: 2005, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,591 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 4,762 (year 2018), Design Load: HS 25 or greater, Features Intersected: BIG CEDAR RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.746, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 132, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6792, Location: 0.4 MI NW OF POWERS (Lat: 45.696550, Lng: -87.523569), Route carried "on" structure: US 2, Year Built: 1933, Year Reconstructed: 2005, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 3,591 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 4,762 (year 2018), Design Load: HS 25 or greater, Features Intersected: BIG CEDAR RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 15.746, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 132, Subroute: 7), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.3 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6796, Location: 0.6 MI E OF POWERS (Lat: 45.693711, Lng: -87.512178), Route carried "on" structure: US 2, Year Built: 1932, Year Reconstructed: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,417 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,546 (year 2018), Design Load: HS 20+Mod, Features Intersected: BIG CEDAR RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.681, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 192, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $4,000, Total Project Cost: $47,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6796, Location: 0.6 MI E OF POWERS (Lat: 45.693711, Lng: -87.512178), Route carried "on" structure: US 2, Year Built: 1932, Year Reconstructed: 1987, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,417 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 7,546 (year 2018), Design Load: HS 20+Mod, Features Intersected: BIG CEDAR RIVER
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.681, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: 192, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $4,000, Total Project Cost: $47,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6832, Location: IN SPALDING (Lat: 45.692903, Lng: -87.510989), Route carried "on" structure: County highway 5557, Year Built: 1985, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 150 (year 0000), Average Future Daily Traffic: 185 (year 2019), Design Load: HS 20, Features Intersected: BIG CEDAR RIVER, Facility Carried by Structure: ROUTE 566
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.900, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6832, Location: IN SPALDING (Lat: 45.692903, Lng: -87.510989), Route carried "on" structure: County highway 5557, Year Built: 1985, Status: Open, Structure Length: 1.73m (5.68ft), Average Daily Traffic: 150 (year 0000), Average Future Daily Traffic: 185 (year 2019), Design Load: HS 20, Features Intersected: BIG CEDAR RIVER, Facility Carried by Structure: ROUTE 566
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 14.900, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 687, Location: 0.25 MI N POWERS (Lat: 45.695053, Lng: -87.514683), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 100 (year 1991), Average Future Daily Traffic: 115 (year 2019), Design Load: HS 20, Features Intersected: BIG CEDAR, Facility Carried by Structure: OLD US 2
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 687, Location: 0.25 MI N POWERS (Lat: 45.695053, Lng: -87.514683), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 2.28m (7.48ft), Average Daily Traffic: 100 (year 1991), Average Future Daily Traffic: 115 (year 2019), Design Load: HS 20, Features Intersected: BIG CEDAR, Facility Carried by Structure: OLD US 2
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 1.505, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 6871, Location: 1 MI. NW OF POWERS (Lat: 45.709728, Lng: -87.538272), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 65 (year 2019), Features Intersected: BIG CEDAR RIVER, Facility Carried by Structure: 41 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.948, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6871, Location: 1 MI. NW OF POWERS (Lat: 45.709728, Lng: -87.538272), Route carried "on" structure: County highway , Year Built: 1928, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 65 (year 2019), Features Intersected: BIG CEDAR RIVER, Facility Carried by Structure: 41 MILE ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 0.948, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $30,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6872, Location: 2 MI E POWERS (Lat: 45.694656, Lng: -87.469306), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 10 (year 2005), Average Future Daily Traffic: 15 (year 2019), Design Load: HS 20, Features Intersected: BIG CEDAR, Facility Carried by Structure: H-1 ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.560, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 6872, Location: 2 MI E POWERS (Lat: 45.694656, Lng: -87.469306), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 10 (year 2005), Average Future Daily Traffic: 15 (year 2019), Design Load: HS 20, Features Intersected: BIG CEDAR, Facility Carried by Structure: H-1 ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.560, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 56.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.4 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 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 6873, Location: 1 MI. W OF WILSON (Lat: 45.701486, Lng: -87.453711), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 100 (year 0000), Average Future Daily Traffic: 130 (year 2019), Design Load: HS 20+Mod, Features Intersected: BIG CEDAR RIVER, Facility Carried by Structure: G-2 ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.279, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6873, Location: 1 MI. W OF WILSON (Lat: 45.701486, Lng: -87.453711), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 2.34m (7.68ft), Average Daily Traffic: 100 (year 0000), Average Future Daily Traffic: 130 (year 2019), Design Load: HS 20+Mod, Features Intersected: BIG CEDAR RIVER, Facility Carried by Structure: G-2 ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 2.279, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6874, Location: 3 MI. N OF SPALDING (Lat: 45.738319, Lng: -87.528142), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 60 (year 2019), Design Load: HS 20+Mod, Features Intersected: CEDAR RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021
Structure Number: 6874, Location: 3 MI. N OF SPALDING (Lat: 45.738319, Lng: -87.528142), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 60 (year 2019), Design Load: HS 20+Mod, Features Intersected: CEDAR RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 4.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: June 2021
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Structure Number: 6875, Location: 5.2 MI. N OF SPALDING (Lat: 45.754219, Lng: -87.541300), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 60 (year 2019), Design Load: HS 20, Features Intersected: W. BR. BIG CEDAR RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.924, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 6875, Location: 5.2 MI. N OF SPALDING (Lat: 45.754219, Lng: -87.541300), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 60 (year 2019), Design Load: HS 20, Features Intersected: W. BR. BIG CEDAR RIVER, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 9.924, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 6881, Location: CITY OF POWERS (Lat: 45.688211, Lng: -87.531536), Route carried "on" structure: City street 388, Year Built: 1986, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 170 (year 0000), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2017), Design Load: HS 20+Mod, Features Intersected: CANADIAN NATIONAL RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.585, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft)
Condition: Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 6881, Location: CITY OF POWERS (Lat: 45.688211, Lng: -87.531536), Route carried "on" structure: City street 388, Year Built: 1986, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 170 (year 0000), Truck Traffic: 2%, Average Future Daily Traffic: 210 (year 2017), Design Load: HS 20+Mod, Features Intersected: CANADIAN NATIONAL RR
Minimum Vertical Clearance: 30.48m (100.00ft), Kilometerpoint: 5.585, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft)
Condition: Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.4 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, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 6795, Location: IN POWERS (Lat: 45.693317, Lng: -87.521389), Route carried "under" structure: US 2, Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 4,912 (year 2007), Truck Traffic: 8%, Features Intersected: US-2, Facility Carried by Structure: C&NW RR
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 16.160, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 6795, Location: IN POWERS (Lat: 45.693317, Lng: -87.521389), Route carried "under" structure: US 2, Year Built: 1934, Structure Length: 0. m, Average Daily Traffic: 4,912 (year 2007), Truck Traffic: 8%, Features Intersected: US-2, Facility Carried by Structure: C&NW RR
Minimum Vertical Clearance: 4.40m (14.44ft), Kilometerpoint: 16.160, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft)