 |
 |
Bridge Statistics for Mount Pleasant, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Mount Pleasant, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 56 meters (184ft) Total costs: $737,000 Total average daily traffic: 352,485 Total average daily truck traffic: 30,420 National Bridge Inventory (NBI) Registered Bridges for Mount Pleasant
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: B510016, Location: 0.8M E JCT STH 11 TO E (Lat: 42.685000, Lng: -87.953333), Route carried "on" structure: Interstate 94, Year Built: 1959, Year Reconstructed: 1970, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 71,786 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 102,610 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD BRAUN RD 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: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 30.8 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B510017, Location: 5.1M W JCT STH 142 TO E (Lat: 42.685000, Lng: -87.953333), Route carried "on" structure: Interstate 94, Year Built: 1959, Year Reconstructed: 1970, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 71,786 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 102,610 (year 2023), Design Load: HS 20+Mod, Features Intersected: LRD BRAUN RD 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: 17.1m (56.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 30.8 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B510038, Location: 4.0M E JCT IH 94 TO W (Lat: 42.698333, Lng: -87.876667), Route carried "on" structure: State highway 11, Year Built: 1971, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 21,586 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 28,810 (year 2023), Design Load: HS 20, Features Intersected: N BR PIKE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.3m (69.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay Find on map >>
Structure Number: B510039, Location: 1.6M W JCT STH 31 (Lat: 42.718333, Lng: -87.876667), Route carried "on" structure: State highway 20, Year Built: 1964, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 12,365 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 16,261 (year 2023), Design Load: HS 20, Features Intersected: CNW RR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 61.6 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, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B51004, Location: 1.7M W JCT STH 31 (Lat: 42.718333, Lng: -87.880000), Route carried "on" structure: State highway 20, Year Built: 1964, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 12,365 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 16,261 (year 2023), Design Load: HS 20, Features Intersected: LRD STUART RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 37.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Structure Number: B510043, Location: 3.8M E JCT IH 94 TO W, Route carried "on" structure: State highway 20, Year Built: 1978, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 13,230 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 17,398 (year 2023), Design Load: HS 20, Features Intersected: LRD STUART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $491,000, Roadway Improvement Cost: $49,000, Total Project Cost: $737,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete Structure Number: B510044, Location: 3.9M E JCT IH 94 TO W, Route carried "on" structure: State highway 20, Year Built: 1978, Status: Open, Structure Length: 3.89m (12.76ft), Average Daily Traffic: 13,200 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 17,880 (year 2023), Design Load: HS 20, Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 56.7 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 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 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: B510072, Location: 0.7M E JCT STH 20 (Lat: 42.733333, Lng: -87.953333), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 6.39m (20.96ft), Average Daily Traffic: 7,500 (year 2005), Average Future Daily Traffic: 7,500 (year 2025), Design Load: HS 20, Features Intersected: IH 94-USH 41, Facility Carried by Structure: CTH C 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: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: B510016, Location: 2.0M W JCT CTH H (Lat: 42.685000, Lng: -87.953333), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 470 (year 2005), Features Intersected: LRD BRAUN RD, Facility Carried by Structure: IH 94 EB-USH 41 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: B510017, Location: 2.0M W JCT CTH H (Lat: 42.685000, Lng: -87.953333), Route carried "under" structure: City street , Year Built: 1959, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 470 (year 2005), Features Intersected: LRD BRAUN RD, Facility Carried by Structure: IH 94 WB-USH 41 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 13.1m (43.0ft) Find on map >>
Structure Number: B51004, Location: 1.5M N JCT STH 11 (Lat: 42.718333, Lng: -87.880000), Route carried "under" structure: City street , Year Built: 1964, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 400 (year 2005), Features Intersected: LRD STUART RD, Facility Carried by Structure: STH 20 WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.8m (48.6ft) Structure Number: B510043, Location: 1.5M N JCT STH 11, Route carried "under" structure: City street , Year Built: 1978, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 400 (year 2005), Features Intersected: LRD STUART RD, Facility Carried by Structure: STH 20 EB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.8m (48.6ft) Structure Number: B510053, Location: 2.5M E JCT IH 94 TO W, Route carried "under" structure: State highway 20, Year Built: 1977, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 28,423 (year 2005), Truck Traffic: 4%, Features Intersected: STH 20, Facility Carried by Structure: CMSTPP 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: 17.0m (55.8ft) Find on map >>
Structure Number: B510072, Location: 5.4M E JCT CTH G TO E (Lat: 42.733333, Lng: -87.953333), Route carried "under" structure: Interstate 94, Year Built: 1987, Structure Length: 6.39m (20.96ft), Average Daily Traffic: 76,918 (year 2005), Truck Traffic: 12%, Features Intersected: IH 94-USH 41, Facility Carried by Structure: CTH C 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: 31.1m (102.0ft) Find on map >>
Structure Number: B510644, Location: 3.6M E JCT IH 94 TO W (Lat: 42.698333, Lng: -87.880000), Route carried "under" structure: State highway 11, Year Built: 1941, Structure Length: 3.34m (10.96ft), Average Daily Traffic: 21,586 (year 2005), Truck Traffic: 3%, Features Intersected: STH 11, 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: Girder and Floorbeam System, Length of Maximum Span: 15.5m (50.9ft) Discuss this city on our hugely popular Wisconsin forum Back to: Mount Pleasant, WI, Wisconsin, All US cities.
|
 |
