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Bridge Statistics for Murry, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Murry, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 16 meters (52ft) Total average daily traffic: 2,465 Total average daily truck traffic: 254 Total future (year 2023) average daily traffic: 3,216 National Bridge Inventory (NBI) Registered Bridges for Murry
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B540008, Location: 1.8M N JCT CTH A (Lat: 45.577489, Lng: -91.228108), Route carried "on" structure: State highway 40, Year Built: 1957, Year Reconstructed: 1991, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 790 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 1,050 (year 2023), Design Load: H 20, Features Intersected: CLEAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft) 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B540038, Location: 0.7M E JCT STH 40-93, Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 45 (year 2005), Average Future Daily Traffic: 45 (year 2025), Design Load: H 20, Features Intersected: WEIGOR CREEK, Facility Carried by Structure: LRD OLD MURRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), 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: 50.2 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: Equal to 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B540051, Location: 0.4M E JCT STH 40-94, Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 80 (year 2005), Average Future Daily Traffic: 80 (year 2025), Design Load: HS 20, Features Intersected: WEIGOR CREEK, Facility Carried by Structure: LRD SHORTCUT 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: 1 degrees, Material/Design: Concrete continuous, 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: 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: 38.9 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B540062, Location: 0.3M N JCT CTH H-95, Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 80 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 120 (year 2025), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: LRD REICHEL ROAD
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: 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: 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: September 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: B540063, Location: 2.8M N JCT CTH H TO W (Lat: 45.619792, Lng: -91.221061), Route carried "on" structure: State highway 40, Year Built: 1999, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 790 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 1,050 (year 2023), Design Load: HS 20, Features Intersected: LITTLE WEIRGOR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 69.7 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: 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: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B540093, Location: 5.9M E JCT CTH H-120, Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 50 (year 2005), Average Future Daily Traffic: 60 (year 2025), Design Load: HS 20, Features Intersected: BIG WEIRGOR CREEK, Facility Carried by Structure: LRD MEADOW DAM 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: 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: 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: 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B540095, Location: .5M WEST OF REICHEL RD.-2, Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.48m (4.86ft), Average Daily Traffic: 190 (year 2005), Average Future Daily Traffic: 241 (year 2025), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: CTH H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B540105, Location: 1.2M W JCT STH 40, Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 190 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 320 (year 2024), Design Load: HS 20, Features Intersected: CLEAR CREEK, Facility Carried by Structure: CTH H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 59.9 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: Superior 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: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: P54007, Location: 2.5M N JCT CTH H-96, Route carried "on" structure: City street , Year Built: 1984, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 40 (year 2005), Average Future Daily Traffic: 40 (year 2025), Design Load: H 20, Features Intersected: WEIRGOR CREEK, Facility Carried by Structure: LRD IRISH 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), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft) Condition: Culverts: Very good, 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: 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: September 2006, Deck Structure Type: Aluminum, Wearing Surface/Protective System: Wearing Surface: Gravel Structure Number: P540921, Location: 2.7M W JCT STH 40--47, Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 190 (year 2005), Average Future Daily Traffic: 190 (year 2025), Features Intersected: CLEAR CREEK, Facility Carried by Structure: CTH H
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.7m (25.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 27.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P540926, Location: 5.0M E JCT CTH H-119, Route carried "on" structure: City street , Year Built: 1956, Status: Posted for load, Structure Length: 0.83m (2.72ft), Average Daily Traffic: 20 (year 2005), Average Future Daily Traffic: 20 (year 2025), Design Load: H 15, Features Intersected: DEER CREEK, Facility Carried by Structure: LRD MEADOW DAM RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.1m (13.5ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 30.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum 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: September 2006, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Discuss this city on our hugely popular Wisconsin forum Back to: Murry, WI, Wisconsin, All US cities.
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