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Bridge Statistics for Seneca, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Seneca, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 13 meters (43ft) Total costs: $364,000 Total average daily traffic: 21,152 Total average daily truck traffic: 500 Total future (year 2023) average daily traffic: 25,140 National Bridge Inventory (NBI) Registered Bridges for Seneca
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Find on map >>
Structure Number: B710008, Location: 2.9M N JCT STH 54 TO W (Lat: 44.409908, Lng: -89.877350), Route carried "on" structure: State highway 13, Year Built: 1952, Year Reconstructed: 2000, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 8,031 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 9,980 (year 2023), Design Load: H 20, Features Intersected: MOCCASIN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 Find on map >>
Structure Number: B710038, Location: 2.8M W JCT CTH D (Lat: 44.416389, Lng: -90.047839), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 175 (year 2005), Average Future Daily Traffic: 175 (year 2025), Design Load: HS 20, Features Intersected: HEMLOCK CREEK, Facility Carried by Structure: LRD HEMLOCK 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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 63.2 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: 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B710069, Location: 0.4M S JCT CTH Q (Lat: 44.400594, Lng: -89.975633), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 115 (year 2005), Average Future Daily Traffic: 115 (year 2025), Design Load: HS 20, Features Intersected: ELM CREEK, Facility Carried by Structure: LRD SEARLES 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, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), 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: 64.8 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, 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: B71007, Location: 1.1M S JCT CTH Q (Lat: 44.392289, Lng: -89.905069), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 270 (year 2005), Average Future Daily Traffic: 270 (year 2025), Design Load: HS 20, Features Intersected: BR MOCCASIN CREEK, Facility Carried by Structure: LRD RIDGE 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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: 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: 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 24 months, Inspection Date: October 2006, 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: B710089, Location: 2.0M S JCT STH 13 (Lat: 44.394739, Lng: -89.889986), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 50 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 70 (year 2025), Design Load: HS 20, Features Intersected: CRANBERRY CREEK, Facility Carried by Structure: LRD BRONSON 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: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.9m (22.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B7101, Location: 2.7M S JCT CTH Q (Lat: 44.387297, Lng: -89.925706), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.74m (2.43ft), Average Daily Traffic: 10 (year 2005), Average Future Daily Traffic: 10 (year 2025), Design Load: HS 20, Features Intersected: CRANBERRY CREEK, Facility Carried by Structure: LRD MARSH 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) 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: Gravel Find on map >>
Structure Number: B710122, Location: 2.1M N JCT STH54 TO W (Lat: 44.401906, Lng: -89.867597), Route carried "on" structure: State highway 13, Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 8,031 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 9,980 (year 2023), Design Load: HS 20, Features Intersected: CRANBERRYCREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft) Condition: Culverts: Very good, Operating Rating: 34.0 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007 Structure Number: B710136, Location: 0.8M S JCT STH 13, Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 250 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 320 (year 2023), Design Load: HS 20, Features Intersected: MOCCASIN CREEK, Facility Carried by Structure: LRD GEORGE 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: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), 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: 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B710148, Location: 0.2M W JCT PORT ROAD, Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 3,100 (year 2005), Average Future Daily Traffic: 3,100 (year 2025), Design Load: HS 20, Features Intersected: MOCASSIN CREEK, Facility Carried by Structure: LRD SENECA ROAD
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: Steel continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Culverts: Very good, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: P710174, Location: 1.3M E JCT CTH D (Lat: 44.405336, Lng: -89.971847), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,100 (year 2005), Average Future Daily Traffic: 1,100 (year 2026), Design Load: H 15, Features Intersected: ELM CREEK, Facility Carried by Structure: CTH Q 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: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft) Condition: Culverts: Serious, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.19m (3.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $12,000, Total Project Cost: $193,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: P710917, Location: 0.2M N JCT CTH Q (Lat: 44.408019, Lng: -89.964139), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 20 (year 2005), Average Future Daily Traffic: 20 (year 2025), Design Load: H 15, Features Intersected: ELM CREEK, Facility Carried by Structure: LRD YOUNG LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft) Condition: Culverts: Poor, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $11,000, Total Project Cost: $171,000 ( Estimate for 2007), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel Discuss this city on our hugely popular Wisconsin forum Back to: Seneca, WI, Wisconsin, All US cities.
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