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Bridge Statistics for Brockway, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Brockway, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 72 meters (236ft) Total average daily traffic: 122,329 Total average daily truck traffic: 15,119 National Bridge Inventory (NBI) Registered Bridges for Brockway
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B270004, Location: 6.1M N JCT CTH O (Lat: 44.258089, Lng: -90.842256), Route carried "on" structure: State highway 27, Year Built: 1951, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,870 (year 2005), Truck Traffic: 11%, Average Future Daily Traffic: 4,320 (year 2023), Design Load: H 20, Features Intersected: PERRY 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: 11.6m (38.1ft), Skew: 2 degrees, 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: 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B270005, Location: 0.9M E JCT CTH K (Lat: 44.334836, Lng: -90.727308), Route carried "on" structure: State highway 54, Year Built: 1952, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 780 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 1,320 (year 2023), Design Load: H 15, Features Intersected: DICKEY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, 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: 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B27004, Location: 0.9M W JCT STH 54 (F) (Lat: 44.304167, Lng: -90.832947), Route carried "on" structure: Interstate 94, Year Built: 1967, Year Reconstructed: 1988, Status: Open, Structure Length: 15.97m (52.40ft), Average Daily Traffic: 13,220 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 22,055 (year 2023), Design Load: HS 20+Mod, Features Intersected: BLACK 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: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 53.5 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Underwater Inspection Date: July 2005, 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: B270043, Location: 2.0M E JCT STH 54 TO E (Lat: 44.275394, Lng: -90.798656), Route carried "on" structure: Interstate 94, Year Built: 1968, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 11,935 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 18,720 (year 2023), Design Load: HS 20+Mod, Features Intersected: Union Pacific RR 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: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B270044, Location: 10.0M W JCT CTH O TO S (Lat: 44.275586, Lng: -90.798189), Route carried "on" structure: Interstate 94, Year Built: 1968, Status: Open, Structure Length: 5.82m (19.09ft), Average Daily Traffic: 11,935 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 18,720 (year 2023), Design Load: HS 20+Mod, Features Intersected: Union Pacific RR 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: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 59.9 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B270045, Location: 1.0M E JCT USH 12 TO E (Lat: 44.295772, Lng: -90.823194), Route carried "on" structure: State highway 54, Year Built: 1968, Year Reconstructed: 1987, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 12,780 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 19,930 (year 2023), Design Load: HS 20, Features Intersected: IH 94 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: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 47.0 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: B270053, Location: 0.3M E JCT USH 12 (Lat: 44.277614, Lng: -90.803775), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 110 (year 2026), Design Load: H 15, Features Intersected: IH 94, Facility Carried by Structure: LRD CASTLE MOUND R 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: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B270066, Location: 1.4M E JCT IH 94 TO E (Lat: 44.310653, Lng: -90.805142), Route carried "on" structure: State highway 54, Year Built: 1967, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 7,800 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 10,100 (year 2026), Design Load: H 20, Features Intersected: LEVIS 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Culverts: 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B270116, Location: 4.7M W JCT CTH K (Lat: 44.335375, Lng: -90.646350), Route carried "on" structure: State highway 54, Year Built: 1997, Status: Open, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 12,780 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 19,930 (year 2023), Design Load: HS 20, Features Intersected: IH 94 EW 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: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B270121, Location: 0.1M N JCT STH 54, Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 250 (year 2005), Average Future Daily Traffic: 251 (year 2025), Design Load: HS 20, Features Intersected: LEVIS CREEK, Facility Carried by Structure: LRD LEICHT 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), 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: 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: Equal 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: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: P270112, Location: 1.4M N JCT STH 54, Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 40 (year 2005), Average Future Daily Traffic: 44 (year 2025), Design Load: H 15, Features Intersected: LEVIS CREEK, Facility Carried by Structure: LRD LEVIS CREEK 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: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft) Condition: Culverts: 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: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, 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: B270045, Location: 1.5M E JCT USH 12 TO E (Lat: 44.295772, Lng: -90.823194), Route carried "under" structure: Interstate 94, Year Built: 1968, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 23,870 (year 2005), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: STH 54 EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Find on map >>
Structure Number: B270053, Location: 1.8M E JCT STH 54 TO E (Lat: 44.277614, Lng: -90.803775), Route carried "under" structure: Interstate 94, Year Built: 1968, Structure Length: 7.28m (23.88ft), Average Daily Traffic: 23,870 (year 2005), Truck Traffic: 15%, Features Intersected: IH 94, Facility Carried by Structure: LRD CASTLE MOUND R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: B270116, Location: 1.6M E JCT USH 12 TO E (Lat: 44.335375, Lng: -90.646350), Route carried "under" structure: Interstate 94, Year Built: 1997, Structure Length: 6.26m (20.54ft), Average Daily Traffic: 99 (year 2005), Features Intersected: IH 94 EW, Facility Carried by Structure: STH 54 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.5m (100.1ft) Discuss this city on our hugely popular Wisconsin forum Back to: Brockway, WI, Wisconsin, All US cities.
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