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Bridge Statistics for Wood, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Wood, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 24 meters (79ft) Total costs: $1,370,000 Total average daily traffic: 21,273 Total average daily truck traffic: 1,444 Total future (year 2023) average daily traffic: 29,305 National Bridge Inventory (NBI) Registered Bridges for Wood
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Find on map >>
Structure Number: B710002, Location: 2.2M N JCT CTH E (Lat: 44.453447, Lng: -90.129211), Route carried "on" structure: State highway 13, Year Built: 1951, Year Reconstructed: 1992, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 4,738 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 7,940 (year 2023), Design Load: HS 20, Features Intersected: CAT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Good, Operating Rating: 48.6 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: 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B710037, Location: 0.1M S JCT CTH C (Lat: 44.480839, Lng: -90.125264), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 2,100 (year 2005), Average Future Daily Traffic: 2,100 (year 2026), Design Load: HS 20, Features Intersected: BR YELLOW RIVER, Facility Carried by Structure: CTH A 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), 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: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 37.3 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, 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: B710043, Location: 1.6M N JCT STH 13, Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 50 (year 2025), Design Load: HS 20+Mod, Features Intersected: ROCKY RUN CREEK, Facility Carried by Structure: LRD SUNRISE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Culverts: Good, Operating Rating: 48.6 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B710048, Location: 0.9M E JCT STH 13 (Lat: 44.496869, Lng: -90.162047), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 75 (year 2005), Average Future Daily Traffic: 75 (year 2025), Design Load: H 20, Features Intersected: ROCKY CREEK, Facility Carried by Structure: LRD ROCKY RUN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B710079, Location: 0.8M N JCT CTH CC (C) (Lat: 44.508308, Lng: -90.179942), Route carried "on" structure: State highway 13, Year Built: 1989, Status: Open, Structure Length: 2.06m (6.76ft), Average Daily Traffic: 3,948 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 5,390 (year 2023), Design Load: HS 20, Features Intersected: ROCKY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.7 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: Equal to present desirable 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: B710085, Location: 0.9M N JCT STH 13 (C) (Lat: 44.453397, Lng: -90.196392), Route carried "on" structure: State highway 73, Year Built: 1992, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,642 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,390 (year 2023), Design Load: HS 20, Features Intersected: BR ROCKY RUN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Culverts: Good, Operating Rating: 48.6 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: 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: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B710129, Location: 1.4M E JCT CTH A (Lat: 44.481908, Lng: -90.085697), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 660 (year 2005), Average Future Daily Traffic: 660 (year 2026), Design Load: HS 20, Features Intersected: LITTLE HEMLOCK CREEK, Facility Carried by Structure: CTH C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft) Condition: Culverts: Very good, Operating Rating: 32.4 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 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: November 2007 Find on map >>
Structure Number: B710755, Location: 0.9M N JCT STH 80 (C) (Lat: 44.453517, Lng: -90.149889), Route carried "on" structure: State highway 13, Year Built: 1934, Year Reconstructed: 1992, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 5,300 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 7,940 (year 2023), Design Load: H 20, Features Intersected: YELLOW RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 47.0 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Bridge Improvement Cost: $687,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,031,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: P710051, Location: 0.4M E JCT CTH A (Lat: 44.482367, Lng: -90.118861), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 660 (year 2005), Average Future Daily Traffic: 660 (year 2026), Design Load: H 15, Features Intersected: BR YELLOW RIVER, Facility Carried by Structure: CTH C 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 40.5 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $121,000, Roadway Improvement Cost: $12,000, Total Project Cost: $182,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: P710156, Location: 1.1M E JCT CTH A (Lat: 44.496561, Lng: -90.108736), Route carried "on" structure: City street , Year Built: 1970, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2005), Average Future Daily Traffic: 40 (year 2025), Design Load: H 10, Features Intersected: BR YELLOW RIVER, Facility Carried by Structure: LRD GRANT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 25.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $10,000, Total Project Cost: $157,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: P710157, Location: 1.4M E JCT STH 13 (Lat: 44.482350, Lng: -90.150661), Route carried "on" structure: County highway , Year Built: 1972, Year Reconstructed: 1992, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 660 (year 2005), Average Future Daily Traffic: 660 (year 2026), Design Load: HS 20, Features Intersected: ROCKY CREEK, Facility Carried by Structure: CTH C 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 40.5 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: P710158, Location: 0.5M W JCT CTH A (Lat: 44.482283, Lng: -90.134706), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 660 (year 2005), Average Future Daily Traffic: 660 (year 2026), Design Load: H 15, Features Intersected: YELLOW RIVER, Facility Carried by Structure: CTH C 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 35.6 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: P710159, Location: 0.3M W JCT CTH A (Lat: 44.482300, Lng: -90.131042), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 660 (year 2005), Average Future Daily Traffic: 660 (year 2026), Design Load: H 20, Features Intersected: BR YELLOW RIVER, Facility Carried by Structure: CTH C 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 42.1 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, 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: November 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: P710161, Location: 0.7M N JCT CTH C (Lat: 44.493183, Lng: -90.160450), Route carried "on" structure: City street , Year Built: 1945, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 80 (year 2005), Average Future Daily Traffic: 80 (year 2025), Design Load: H 15, Features Intersected: ROCKY CREEK, Facility Carried by Structure: LRD POLISH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Wisconsin forum Back to: Wood, WI, Wisconsin, All US cities.
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