Bridge Statistics for Bangor, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 89ft / 27.4mTotal length
- $2,034,000Total costs
- 76,290Total average daily traffic
- 10,288Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bangor
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 61960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 37.5%Good
- 25.0%Satisfactory
- 37.5%Fair
- Bridge Condition - Substructure
- 12.5%Very good
- 37.5%Good
- 50.0%Fair
- Bridge Condition - Channel
- 37.5%Very good
- 37.5%Good
- 25.0%Satisfactory
Find on map >> Show street view
Structure Number: B320015, Location: 1.3M N JCT CTH II (Lat: 43.879431, Lng: -90.998811), Route carried "on" structure: State highway 162, Year Built: 1952, Year Reconstructed: 1985, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 620 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: H 15, Features Intersected: DUTCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.9 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B320015, Location: 1.3M N JCT CTH II (Lat: 43.879431, Lng: -90.998811), Route carried "on" structure: State highway 162, Year Built: 1952, Year Reconstructed: 1985, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 620 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 2,500 (year 2040), Design Load: H 15, Features Intersected: DUTCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 53.9 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: 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: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B32002, Location: 0.1M E JCT CTH OA (Lat: 43.841117, Lng: -91.111650), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 2,856 (year 2019), Average Future Daily Traffic: 3,141 (year 2040), Design Load: H 15, Features Intersected: BOSTWICK CREEK, Facility Carried by Structure: CTH O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B32002, Location: 0.1M E JCT CTH OA (Lat: 43.841117, Lng: -91.111650), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 3.22m (10.56ft), Average Daily Traffic: 2,856 (year 2019), Average Future Daily Traffic: 3,141 (year 2040), Design Load: H 15, Features Intersected: BOSTWICK CREEK, Facility Carried by Structure: CTH O
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $39,000, Total Project Cost: $586,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B320029, Location: 4.0M E JCT CTH C TO N (Lat: 43.885919, Lng: -91.000769), Route carried "on" structure: Interstate 90, Year Built: 1968, Year Reconstructed: 2004, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 11,200 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 16,423 (year 2040), Design Load: HS 20+Mod, Features Intersected: STH 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $965,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,448,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B320029, Location: 4.0M E JCT CTH C TO N (Lat: 43.885919, Lng: -91.000769), Route carried "on" structure: Interstate 90, Year Built: 1968, Year Reconstructed: 2004, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 11,200 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 16,423 (year 2040), Design Load: HS 20+Mod, Features Intersected: STH 162
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.7m (74.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.77m (25.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $965,000, Roadway Improvement Cost: $96,000, Total Project Cost: $1,448,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B320061, Location: 0.3M S JCT CTH U (Lat: 43.887050, Lng: -90.980547), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 330 (year 2018), Average Future Daily Traffic: 700 (year 2040), Design Load: H 20, Features Intersected: IH 90, Facility Carried by Structure: CTH B (10TH AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B320061, Location: 0.3M S JCT CTH U (Lat: 43.887050, Lng: -90.980547), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 5.86m (19.23ft), Average Daily Traffic: 330 (year 2018), Average Future Daily Traffic: 700 (year 2040), Design Load: H 20, Features Intersected: IH 90, Facility Carried by Structure: CTH B (10TH AVE)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: B320116, Location: 0.2M S JCT STH 162 (Lat: 43.850417, Lng: -90.981483), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 41 (year 2039), Design Load: H 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: LRD DARLING RD (DE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B320116, Location: 0.2M S JCT STH 162 (Lat: 43.850417, Lng: -90.981483), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 40 (year 2019), Average Future Daily Traffic: 41 (year 2039), Design Load: H 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: LRD DARLING RD (DE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B320126, Location: 0.2M W JCT CTH II (Lat: 43.857683, Lng: -90.992550), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 21 (year 2039), Design Load: HS 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: LRD SCHROEDER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B320126, Location: 0.2M W JCT CTH II (Lat: 43.857683, Lng: -90.992550), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 20 (year 2019), Average Future Daily Traffic: 21 (year 2039), Design Load: HS 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: LRD SCHROEDER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: B320186, Location: 2.6M W JCT CTH J (Lat: 43.884800, Lng: -90.965833), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 600 (year 2019), Average Future Daily Traffic: 660 (year 2040), Design Load: HS 20, Features Intersected: BR CREAMERY CRK, Facility Carried by Structure: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B320186, Location: 2.6M W JCT CTH J (Lat: 43.884800, Lng: -90.965833), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 600 (year 2019), Average Future Daily Traffic: 660 (year 2040), Design Load: HS 20, Features Intersected: BR CREAMERY CRK, Facility Carried by Structure: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B320193, Location: 0.2M S JCT STH 162 (Lat: 43.847917, Lng: -90.975617), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 11 (year 2039), Design Load: HS 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: LRD COLEMAN RD (DE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B320193, Location: 0.2M S JCT STH 162 (Lat: 43.847917, Lng: -90.975617), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 11 (year 2039), Design Load: HS 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: LRD COLEMAN RD (DE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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 48 months, Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: P320152, Location: 0.6M S JCT STH 162 (Lat: 43.855467, Lng: -90.990367), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 214 (year 2019), Average Future Daily Traffic: 235 (year 2040), Design Load: HS 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: CTH II
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P320152, Location: 0.6M S JCT STH 162 (Lat: 43.855467, Lng: -90.990367), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 1.96m (6.43ft), Average Daily Traffic: 214 (year 2019), Average Future Daily Traffic: 235 (year 2040), Design Load: HS 20, Features Intersected: DUTCH CREEK, Facility Carried by Structure: CTH II
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.6m (31.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B320029, Location: 1.8M N JCT CTH II (Lat: 43.885919, Lng: -91.000769), Route carried "under" structure: State highway 162, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2019), Truck Traffic: 4%, Features Intersected: STH 162, Facility Carried by Structure: IH 90 EB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Structure Number: B320029, Location: 1.8M N JCT CTH II (Lat: 43.885919, Lng: -91.000769), Route carried "under" structure: State highway 162, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,300 (year 2019), Truck Traffic: 4%, Features Intersected: STH 162, Facility Carried by Structure: IH 90 EB
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Find on map >> Show street view
Structure Number: B32003, Location: 1.8M N JCT CTH II (Lat: 43.886256, Lng: -90.999792), Route carried "under" structure: State highway 162, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 4%, Features Intersected: STH 162, Facility Carried by Structure: IH 90 WB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Structure Number: B32003, Location: 1.8M N JCT CTH II (Lat: 43.886256, Lng: -90.999792), Route carried "under" structure: State highway 162, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 4%, Features Intersected: STH 162, Facility Carried by Structure: IH 90 WB
Minimum Vertical Clearance: 4.90m (16.08ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.7m (74.5ft)
Find on map >> Show street view
Structure Number: B32006, Location: 3.5M E JCT CTH C TO N (Lat: 43.886517, Lng: -91.010592), Route carried "under" structure: Interstate 90, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 25,600 (year 2019), Truck Traffic: 16%, Features Intersected: IH 90, Facility Carried by Structure: LRD WOLF RD (DEAD
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: B32006, Location: 3.5M E JCT CTH C TO N (Lat: 43.886517, Lng: -91.010592), Route carried "under" structure: Interstate 90, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 25,600 (year 2019), Truck Traffic: 16%, Features Intersected: IH 90, Facility Carried by Structure: LRD WOLF RD (DEAD
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Find on map >> Show street view
Structure Number: B320061, Location: 1.2M E JCT STH 162 TO N (Lat: 43.887050, Lng: -90.980547), Route carried "under" structure: Interstate 90, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 25,800 (year 2019), Truck Traffic: 16%, Features Intersected: IH 90, Facility Carried by Structure: CTH B (10TH AVE)
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: B320061, Location: 1.2M E JCT STH 162 TO N (Lat: 43.887050, Lng: -90.980547), Route carried "under" structure: Interstate 90, Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 25,800 (year 2019), Truck Traffic: 16%, Features Intersected: IH 90, Facility Carried by Structure: CTH B (10TH AVE)
Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)