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Bridge Statistics for West Allis, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: West Allis, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 56 Total length: 264 meters (866ft) Total costs: $11,296,000 Total average daily traffic: 2,775,489 Total average daily truck traffic: 58,608 National Bridge Inventory (NBI) Registered Bridges for West Allis
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Structure Number: B400027, Location: 1.0M E JCT CTH T, Route carried "on" structure: County highway , Year Built: 1955, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 22,900 (year 2005), Average Future Daily Traffic: 22,900 (year 2025), Design Load: HS 20, Features Intersected: HONEY CREEK, Facility Carried by Structure: CTH NN W OKLAHOMA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 33.1m (108.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 82.6 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $27,000, Total Project Cost: $415,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B40007, Location: 0.8M N JCT CTH NN, Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 11,300 (year 2005), Average Future Daily Traffic: 11,300 (year 2025), Design Load: HS 20, Features Intersected: HONEY CREEK, Facility Carried by Structure: LRD W BELOIT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 2.3m (7.5ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 31.4m (103.0ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 72.9 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: B400071, Location: 0.1M N JCT CTH NN, Route carried "on" structure: City street , Year Built: 1959, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 17,400 (year 2005), Average Future Daily Traffic: 17,400 (year 2025), Design Load: HS 20, Features Intersected: HONEY CREEK, Facility Carried by Structure: LRD S 76TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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 Find on map >>
Structure Number: B400094, Location: 0.2M E JCT IH 94 FROM W (Lat: 43.023333, Lng: -88.036667), Route carried "on" structure: Interstate 894, Year Built: 1960, Status: Open, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 63,400 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 84,347 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD SCHLINGER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 18.7m (61.4ft), Out-to-Out Width: 19.6m (64.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum 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: Low Slump Concrete Find on map >>
Structure Number: B400095, Location: 0.7M W JCT STH 59 TO E (Lat: 43.023333, Lng: -88.036667), Route carried "on" structure: Interstate 894, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 153,180 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 208,320 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD SCHLINGER AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 23.0m (75.5ft), Out-to-Out Width: 23.9m (78.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 74.5 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum 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: Low Slump Concrete Find on map >>
Structure Number: B400107, Location: 0.5M S JCT USH 18 (E) (Lat: 43.028333, Lng: -88.046667), Route carried "on" structure: State highway 100, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 17,950 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 22,728 (year 2023), Design Load: HS 20, Features Intersected: CMSTPP RR 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), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.6 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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: B400108, Location: 0.7M N JCT STH 59 (E) (Lat: 43.028333, Lng: -88.046667), Route carried "on" structure: State highway 100, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 17,410 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 23,219 (year 2023), Design Load: HS 20, Features Intersected: CMSTPP RR 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), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: B400109, Location: 0.4M S JCT USH 18 (E) (Lat: 43.030000, Lng: -88.046667), Route carried "on" structure: State highway 100, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 17,950 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 22,728 (year 2023), Design Load: HS 20+Mod, Features Intersected: IH 94-E-W FREEWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.8 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: Superior to present desirable criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.08m (26.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $1,287,000, Roadway Improvement Cost: $128,000, Total Project Cost: $1,931,000 ( 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: B40011, Location: 0.8M N JCT STH 59 (E) (Lat: 43.028333, Lng: -88.046667), Route carried "on" structure: State highway 100, Year Built: 1961, Year Reconstructed: 1985, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 16,870 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 21,361 (year 2023), Design Load: HS 20+Mod, Features Intersected: IH 94-E-W FREEWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 12 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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 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: June 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: B400113, Location: 6.0M E JCT USH 18 TO E (Lat: 43.030000, Lng: -88.063333), Route carried "on" structure: Interstate 94, Year Built: 1961, Year Reconstructed: 1976, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 70,400 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 90,695 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD CURTIS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.0m (49.2ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.39m (17.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $671,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,007,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B400114, Location: 0.8M W JCT STH 100 TO N (Lat: 43.030000, Lng: -88.063333), Route carried "on" structure: Interstate 94, Year Built: 1961, Year Reconstructed: 1976, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 70,400 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 90,695 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD CURTIS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.1 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, 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B400119, Location: 2.1M E JCT STH 59 TO E (Lat: 42.988333, Lng: -88.038333), Route carried "on" structure: Interstate 894, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 5.74m (18.83ft), Average Daily Traffic: 150,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 139,530 (year 2023), Design Load: HS 20+Mod, Features Intersected: CTH NN W OKLAHOMA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.7 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: 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: August 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: B40012, Location: 1.8M W JCT USH 45 TO S (Lat: 42.988333, Lng: -88.038333), Route carried "on" structure: Interstate 894, Year Built: 1963, Year Reconstructed: 1995, Status: Open, Structure Length: 5.74m (18.83ft), Average Daily Traffic: 150,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 139,530 (year 2023), Design Load: HS 20+Mod, Features Intersected: CTH NN W OKLAHOMA AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 69.7 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: 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: August 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: B400122, Location: 0.3M E JCT IH 43 (Lat: 42.995000, Lng: -88.038333), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 11,100 (year 2005), Average Future Daily Traffic: 11,100 (year 2025), Design Load: HS 20, Features Intersected: IH 894-USH 45, Facility Carried by Structure: LRD W CLEVELAND AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.7m (64.6ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 68.0 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,048,000, Roadway Improvement Cost: $104,000, Total Project Cost: $1,572,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B400123, Location: 1.3M E JCT STH 59 TO E (Lat: 42.998333, Lng: -88.038333), Route carried "on" structure: Interstate 894, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 6.88m (22.57ft), Average Daily Traffic: 150,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 168,480 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD W NATIONAL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 19.6m (64.3ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: August 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: B400124, Location: 2.6M W JCT USH 45 TO S (Lat: 42.998333, Lng: -88.038333), Route carried "on" structure: Interstate 894, Year Built: 1961, Year Reconstructed: 1995, Status: Open, Structure Length: 6.88m (22.57ft), Average Daily Traffic: 75,000 (year 2004), Truck Traffic: 1%, Average Future Daily Traffic: 77,011 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD W NATIONAL AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 21.2m (69.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 72 months, Inspection Date: August 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: B400125, Location: 0.4M E JCT STH 100 (Lat: 43.003333, Lng: -88.038333), Route carried "on" structure: City street , Year Built: 1963, Year Reconstructed: 1991, Status: Posted for load, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 21,800 (year 2005), Average Future Daily Traffic: 21,800 (year 2025), Design Load: HS 20, Features Intersected: IH 894-USH 45, Facility Carried by Structure: LRD W LINCOLN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 31.1m (102.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of replacement, 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: 6.71m (22.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,072,000, Roadway Improvement Cost: $107,000, Total Project Cost: $1,608,000 ( 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: B400126, Location: 0.6M E JCT STH 59 TO E (Lat: 43.010000, Lng: -88.036667), Route carried "on" structure: Interstate 894, Year Built: 1962, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 153,180 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 208,320 (year 2023), Design Load: HS 20+Mod, Features Intersected: CNW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B400127, Location: 3.4M W JCT USH 45 TO S (Lat: 43.010000, Lng: -88.036667), Route carried "on" structure: Interstate 894, Year Built: 1962, Status: Open, Structure Length: 6.57m (21.56ft), Average Daily Traffic: 59,980 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 77,011 (year 2023), Design Load: HS 20+Mod, Features Intersected: CNW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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 minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B400128, Location: 0.5M E JCT STH 100 (Lat: 43.016667, Lng: -88.036667), Route carried "on" structure: State highway 59, Year Built: 1962, Status: Open, Structure Length: 6.32m (20.73ft), Average Daily Traffic: 28,900 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 30,300 (year 2025), Design Load: HS 20, Features Intersected: IH 894-USH 45-ZOO FRWY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 10 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.4m (63.6ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 25.6m (84.0ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 48.6 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, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,080,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,620,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Find on map >>
Structure Number: B400143, Location: 5.8M E JCT USH 18 TO E (Lat: 43.030000, Lng: -88.066667), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1973, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 70,400 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 90,695 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD UNDERWOOD CREEK PARK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, 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: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,386,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B400144, Location: 1.0M W JCT STH 100 TO N (Lat: 43.030000, Lng: -88.066667), Route carried "on" structure: Interstate 94, Year Built: 1962, Year Reconstructed: 1973, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 70,400 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 90,695 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD UNDERWOOD CREEK PARK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.3m (63.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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 minimum criteria, 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: 7.44m (24.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $92,000, Total Project Cost: $1,386,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: B400148, Location: CITY OF WEST ALLIS, Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.78m (2.56ft), Average Daily Traffic: 7,600 (year 2005), Average Future Daily Traffic: 7,600 (year 2025), Design Load: HS 20, Features Intersected: UNDERWOOD CREEK TRIB, Facility Carried by Structure: LRD S116TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 22.9m (75.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Good, 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: Better than present minimum criteria, 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: B400314, Location: 0.1M E JCT STH 181, Route carried "on" structure: State highway 59, Year Built: 1966, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 18,439 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 21,300 (year 2023), Design Load: HS 20, Features Intersected: HONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.6m (47.9ft) Condition: Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $24,000, Total Project Cost: $371,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B400371, Location: 1.1M E JCT CTH MM, Route carried "on" structure: State highway 59, Year Built: 1972, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 27,793 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 36,550 (year 2023), Design Load: HS 20, Features Intersected: UNDERWOOD CREEK
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), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft) Condition: Culverts: Satisfactory, 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: 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: Bituminous Structure Number: B40039, Location: 0.6M S JCT STH 100, Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 25,400 (year 2005), Average Future Daily Traffic: 25,400 (year 2025), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD W OKLAHOMA AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft) Condition: Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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: B400562, Location: 0.3M N JCT NATIONAL AVE, Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 9,200 (year 2005), Average Future Daily Traffic: 9,200 (year 2025), Design Load: HS 20, Features Intersected: CNW RR, Facility Carried by Structure: LRD S 92ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 66.4 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: Better than 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B400563, Location: 0.1M S JCT STH 59, Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 14,600 (year 2005), Average Future Daily Traffic: 14,600 (year 2025), Design Load: HS 20, Features Intersected: CNW RR, Facility Carried by Structure: LRD S 76TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: 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: Better than 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 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B400564, Location: 0.3M N JCT CTH NN, Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.81m (2.66ft), Average Daily Traffic: 650 (year 2005), Average Future Daily Traffic: 650 (year 2025), Design Load: HS 20, Features Intersected: Hales Creek, Facility Carried by Structure: LRD Root River Par
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.0m (36.1ft) 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, Deck Geometry: Better than 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B400593, Location: 1.5M S JCT STH 59, Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 8,300 (year 2005), Average Future Daily Traffic: 8,300 (year 2025), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD S 124TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal 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: 3, 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: Somewhat better than minimum adequacy, 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: B40064, Location: 0.5M W JCT STH 100, Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 11,800 (year 2005), Average Future Daily Traffic: 11,800 (year 2025), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD WEST CLEVELAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft) Condition: Culverts: Satisfactory, 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: 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: Bituminous Structure Number: B400642, Location: 0.3M S JCT CTH NN, Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 2,600 (year 2005), Average Future Daily Traffic: 2,600 (year 2025), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD S 116TH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 87.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B400643, Location: 0.3M W JCT STH 100, Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 2,200 (year 2005), Average Future Daily Traffic: 2,200 (year 2025), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD W MORGAN AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.0m (42.7ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: P400903, Location: JCT W LAPHAM & S 113TH, Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2005), Average Future Daily Traffic: 150 (year 2023), Features Intersected: DRAINAGE DITCH, Facility Carried by Structure: LRD WEST LAPHAM ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Culverts: Good, 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: Better than present minimum criteria, 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 Find on map >>
Structure Number: B400094, Location: 0.7M W JCT STH 181 (Lat: 43.023333, Lng: -88.036667), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 4.23m (13.88ft), Average Daily Traffic: 3,400 (year 2005), Features Intersected: LRD SCHLINGER AVE, Facility Carried by Structure: IH 894 EB-USH 45 S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.4m (70.2ft) Find on map >>
Structure Number: B400095, Location: 0.7M W JCT STH 181 (Lat: 43.023333, Lng: -88.036667), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 4.67m (15.32ft), Average Daily Traffic: 3,400 (year 2005), Features Intersected: LRD SCHLINGER AVE, Facility Carried by Structure: IH 894 WB-USH 45 N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.0m (72.2ft) Find on map >>
Structure Number: B400106, Location: 0.3M E JCT STH 100 TO N (Lat: 43.028333, Lng: -88.045000), Route carried "under" structure: Interstate 94, Year Built: 1963, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 122,890 (year 2005), Truck Traffic: 8%, Features Intersected: IH 94-E-W FREEWAY, Facility Carried by Structure: CNW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 28.5m (93.5ft) Find on map >>
Structure Number: B400109, Location: 6.8M E JCT USH 18 (E) (Lat: 43.030000, Lng: -88.046667), Route carried "under" structure: Interstate 94, Year Built: 1961, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 143,800 (year 2005), Truck Traffic: 8%, Features Intersected: IH 94-E-W FREEWAY, Facility Carried by Structure: STH 100 SB-S 108TH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: B40011, Location: 6.8M E JCT USH 18 TO E (Lat: 43.028333, Lng: -88.046667), Route carried "under" structure: Interstate 94, Year Built: 1961, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 143,800 (year 2005), Truck Traffic: 8%, Features Intersected: IH 94-E-W FREEWAY, Facility Carried by Structure: STH 100 NB-S 108TH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.6m (70.9ft) Find on map >>
Structure Number: B400113, Location: 0.4M S JCT USH 18 (Lat: 43.030000, Lng: -88.063333), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 9,200 (year 2005), Features Intersected: LRD CURTIS RD, Facility Carried by Structure: IH 94 EB-E-W FREEW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.0m (49.2ft) Find on map >>
Structure Number: B400114, Location: 0.4M S JCT USH 18 (Lat: 43.030000, Lng: -88.063333), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 9,200 (year 2005), Features Intersected: LRD CURTIS RD, Facility Carried by Structure: IH 94 WB-E-W FREEW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 15.0m (49.2ft) Find on map >>
Structure Number: B400119, Location: 0.4M E JCT STH 100 (Lat: 42.988333, Lng: -88.038333), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 5.74m (18.83ft), Average Daily Traffic: 25,200 (year 2005), Features Intersected: CTH NN W OKLAHOMA AVE, Facility Carried by Structure: IH 894E-USH 45S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: B40012, Location: 0.4M E JCT STH 100 (Lat: 42.988333, Lng: -88.038333), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 5.74m (18.83ft), Average Daily Traffic: 25,200 (year 2005), Features Intersected: CTH NN W OKLAHOMA AVE, Facility Carried by Structure: IH 894W-USH 45N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.0m (59.1ft) Find on map >>
Structure Number: B400121, Location: 1.8M E JCT STH 59 TO E (Lat: 42.991667, Lng: -88.038333), Route carried "under" structure: Interstate 894, Year Built: 1963, Structure Length: 10.66m (34.97ft), Average Daily Traffic: 131,220 (year 2005), Truck Traffic: 1%, Features Intersected: IH 894-USH 45, Facility Carried by Structure: DAKOTA ST PEDESTRI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 19.4m (63.6ft) Find on map >>
Structure Number: B400122, Location: 1.6M E JCT STH 59 TO E (Lat: 42.995000, Lng: -88.038333), Route carried "under" structure: Interstate 894, Year Built: 1961, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 150,000 (year 2004), Truck Traffic: 1%, Features Intersected: IH 894-USH 45, Facility Carried by Structure: LRD W CLEVELAND AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.7m (64.6ft) Find on map >>
Structure Number: B400123, Location: 0.6M E JCT STH 100 (Lat: 42.998333, Lng: -88.038333), Route carried "under" structure: City street , Year Built: 1960, Structure Length: 6.88m (22.57ft), Average Daily Traffic: 22,300 (year 2005), Features Intersected: LRD W NATIONAL AVE, Facility Carried by Structure: IH 894 EB-USH 45 S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.4m (73.5ft) Find on map >>
Structure Number: B400124, Location: 0.6M E JCT STH 100 (Lat: 42.998333, Lng: -88.038333), Route carried "under" structure: City street , Year Built: 1961, Structure Length: 6.88m (22.57ft), Average Daily Traffic: 22,300 (year 2005), Features Intersected: LRD W NATIONAL AVE, Facility Carried by Structure: IH 894 WB-USH 45 N Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.4m (73.5ft) Find on map >>
Structure Number: B400125, Location: 1.1M E JCT STH 59 TO E (Lat: 43.003333, Lng: -88.038333), Route carried "under" structure: Interstate 894, Year Built: 1963, Structure Length: 6.27m (20.57ft), Average Daily Traffic: 152,700 (year 2005), Truck Traffic: 1%, Features Intersected: IH 894-USH 45, Facility Carried by Structure: LRD W LINCOLN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: B400128, Location: 0.7M E JCT IH 94 FROM W (Lat: 43.016667, Lng: -88.036667), Route carried "under" structure: Interstate 894, Year Built: 1962, Structure Length: 6.32m (20.73ft), Average Daily Traffic: 153,180 (year 2005), Truck Traffic: 1%, Features Intersected: IH 894-USH 45-ZOO FRWY, Facility Carried by Structure: STH 59-GREENFIELD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.4m (63.6ft) Find on map >>
Structure Number: B400142, Location: 0.2M E JCT STH 100 (Lat: 43.016667, Lng: -88.041667), Route carried "under" structure: State highway 59, Year Built: 1962, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 34,848 (year 2005), Truck Traffic: 3%, Features Intersected: STH 59-GREENFIELD AVE, Facility Carried by Structure: CNW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 19.3m (63.3ft) Find on map >>
Structure Number: B400143, Location: 1.0M N JCT STH 59 (Lat: 43.030000, Lng: -88.066667), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 2,500 (year 2005), Features Intersected: LRD UNDERWOOD CREEK PARK, Facility Carried by Structure: IH 94 EB-E-W FREEW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: B400144, Location: 1.0M N JCT STH 59 (Lat: 43.030000, Lng: -88.066667), Route carried "under" structure: City street , Year Built: 1962, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 2,500 (year 2005), Features Intersected: LRD UNDERWOOD CREEK PARK, Facility Carried by Structure: IH 94 WB E-W FREEW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft) Find on map >>
Structure Number: B400246, Location: 3.8M N JCT USH 45 TO N (Lat: 43.010000, Lng: -88.046667), Route carried "under" structure: State highway 100, Year Built: 1932, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 42,309 (year 2005), Truck Traffic: 3%, Features Intersected: STH 100-S 108TH ST, Facility Carried by Structure: CNW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.9m (62.0ft) Find on map >>
Structure Number: B400959, Location: 1.5M E JCT IH 894 TO W (Lat: 43.010000, Lng: -88.016667), Route carried "under" structure: City street , Year Built: 1911, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 14,590 (year 2005), Features Intersected: LRD W NATIONAL AVE, Facility Carried by Structure: CNW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 12.5m (41.0ft) Structure Number: P400786, Location: 0.5M S JCT STH 59, Route carried "under" structure: City street , Year Built: 1937, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 5,690 (year 2005), Features Intersected: LRD S 124TH ST, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.2m (53.1ft) Structure Number: P400787, Location: 0.5M S JCT IH 43, Route carried "under" structure: City street , Year Built: 1949, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 6,660 (year 2005), Features Intersected: LRD W BECHER PL, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 19.8m (65.0ft) Discuss this city on our hugely popular Wisconsin forum Back to: West Allis, WI, Wisconsin, All US cities.
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