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Bridge Statistics for Chippewa Falls, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Chippewa Falls, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 40 Total length: 384 meters (1,260ft) Total costs: $16,472,000 Total average daily traffic: 351,427 Total average daily truck traffic: 16,573 National Bridge Inventory (NBI) Registered Bridges for Chippewa Falls
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Structure Number: B090001, Location: 0.4M N JCT STH 178, Route carried "on" structure: State highway 124, Year Built: 1949, Year Reconstructed: 1989, Status: Open, Structure Length: 4.77m (15.65ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 11,760 (year 2023), Design Load: H 15, Features Intersected: DUNCAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: B090011, Location: 1.1M E JCT STH 124 TO N (Lat: 44.921500, Lng: -91.381383), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 19,170 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 27,860 (year 2023), Design Load: HS 20, Features Intersected: STH 124-BRIDGE ST, Facility Carried by Structure: CTH X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.43m (17.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $67,000, Total Project Cost: $1,009,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Structure Number: B090041, Location: 0.5 M E Seymour Cray Blvd, Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 3,300 (year 2005), Average Future Daily Traffic: 3,300 (year 2025), Design Load: HS 20, Features Intersected: LRD INSTITUTION RD, Facility Carried by Structure: CTH J
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B090048, Location: 0.2M S JCT STH 29 TO E (Lat: 44.922628, Lng: -91.428247), Route carried "on" structure: US 53, Year Built: 1968, Year Reconstructed: 2004, Status: Open, Structure Length: 19.45m (63.81ft), Average Daily Traffic: 6,400 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,303 (year 2023), Design Load: HS 20, Features Intersected: CHIPPEWA RIVER 11 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: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 32.4 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: Somewhat better than minimum adequacy, 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: May 2007, Underwater Inspection Date: July 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B090049, Location: 2.5M N JCT STH 124 TO N (Lat: 44.920933, Lng: -91.427744), Route carried "on" structure: US 53, Year Built: 1968, Status: Open, Structure Length: 19.45m (63.81ft), Average Daily Traffic: 5,800 (year 2005), Truck Traffic: 30%, Average Future Daily Traffic: 13,500 (year 2026), Design Load: HS 20, Features Intersected: CHIPPEWA RIVER 12 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: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 42.1m (138.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 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: 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: May 2007, Underwater Inspection Date: July 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B09005, Location: 5.6M S JCT CTH B TO E (Lat: 44.924239, Lng: -91.428319), Route carried "on" structure: US 53, Year Built: 1970, Year Reconstructed: 2004, Status: Open, Structure Length: 5.14m (16.86ft), Average Daily Traffic: 6,400 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,303 (year 2023), Design Load: HS 20, Features Intersected: CTH old STH 29-RIVER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.3m (89.6ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 66.4 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B090051, Location: 2.7M N JCT STH 124 TO N (Lat: 44.923753, Lng: -91.427775), Route carried "on" structure: US 53, Year Built: 1970, Status: Open, Structure Length: 5.14m (16.86ft), Average Daily Traffic: 5,800 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 14,400 (year 2026), Design Load: HS 20, Features Intersected: STH 29-RIVER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.3m (89.6ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 55.1 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: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.58m (18.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $693,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,040,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B090052, Location: 5.4M S JCT CTH B TO E (Lat: 44.927294, Lng: -91.428364), Route carried "on" structure: US 53, Year Built: 1971, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 7,970 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 13,303 (year 2023), Design Load: HS 20, Features Intersected: WI CENTRAL 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Poor, 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.05m (26.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $997,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,496,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B090053, Location: 0.1M N JCT STH 29 TO E (Lat: 44.926608, Lng: -91.427808), Route carried "on" structure: US 53, Year Built: 1971, Status: Open, Structure Length: 7.59m (24.90ft), Average Daily Traffic: 7,500 (year 2005), Truck Traffic: 13%, Average Future Daily Traffic: 14,400 (year 2026), Design Load: HS 20, Features Intersected: WI CENTRAL 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), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 16.0m (52.5ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 43.7 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: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.05m (26.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $997,000, Roadway Improvement Cost: $99,000, Total Project Cost: $1,496,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B090083, Location: 0.3M N JCT STH 29 TO E (Lat: 44.927892, Lng: -91.427842), Route carried "on" structure: US 53, Year Built: 1971, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 14,510 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 24,220 (year 2023), Design Load: HS 20, Features Intersected: BR CHIPPEWA 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: 24.4m (80.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft) 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B090094, Location: 0.6M E JCT STH 124 TO N (Lat: 44.927772, Lng: -91.384822), Route carried "on" structure: State highway 29, Year Built: 1994, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 17,430 (year 2005), Average Future Daily Traffic: 17,430 (year 2026), Design Load: HS 20, Features Intersected: LRD PARK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $58,000, Total Project Cost: $877,000 ( 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: B090095, Location: 0.1M E JCT STH 124 TO N (Lat: 44.933336, Lng: -91.388603), Route carried "on" structure: State highway 29, Year Built: 1994, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 12,830 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 15,542 (year 2023), Design Load: HS 20, Features Intersected: LRD PRIVATE RD-DUNCAN CR 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: 7.3m (24.0ft), Skew: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.3m (122.4ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 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: 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, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B090097, Location: 0.3 M W STH 124, Route carried "on" structure: City street , Year Built: 1934, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 2,600 (year 2005), Average Future Daily Traffic: 2,600 (year 2025), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: LRD BRIDGEWATER AV
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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 7.3m (24.0ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Operating Rating: 61.6 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, 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: 5.09m (16.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $815,000, Roadway Improvement Cost: $81,000, Total Project Cost: $1,223,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: B090099, Location: 0.1M S JCT STH 29 (Lat: 44.930236, Lng: -91.393381), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 24.05m (78.90ft), Average Daily Traffic: 10,200 (year 2005), Average Future Daily Traffic: 10,200 (year 2026), Design Load: HS 20, Features Intersected: CHIPPEWA RIVER 13, Facility Carried by Structure: LRD MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.5m (57.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 74.5 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: Somewhat better than minimum adequacy, 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: 24.48m (80.31ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: July 2004, Bridge Improvement Cost: $3,906,000, Roadway Improvement Cost: $390,000, Total Project Cost: $5,860,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B0901, Location: 0.1 M E STH 124, Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 2,800 (year 2005), Average Future Daily Traffic: 2,800 (year 2025), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: LRD COLUMBIA 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B090109, Location: 1.2M N JCT STH 124, Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 6.09m (19.98ft), Average Daily Traffic: 9,000 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 8,650 (year 2025), Design Load: HS 20, Features Intersected: UNION PACIFIC RR, Facility Carried by Structure: LRD Commerce Parkw
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 48.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: 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 Find on map >>
Structure Number: B090146, Location: 0.3M W JCT STH 124 FR N (Lat: 44.929464, Lng: -91.385661), Route carried "on" structure: State highway 29, Year Built: 1991, Year Reconstructed: 1992, Status: Open, Structure Length: 33.95m (111.38ft), Average Daily Traffic: 26,250 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 31,650 (year 2026), Design Load: HS 20, Features Intersected: LRD CANAL ST-CHIPPEWA RI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 48.6m (159.4ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.9 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: July 2004, 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: B090147, Location: 0.2M E JCT STH 124 TO N (Lat: 44.932267, Lng: -91.387872), Route carried "on" structure: State highway 29, Year Built: 1994, Status: Open, Structure Length: 36.14m (118.57ft), Average Daily Traffic: 15,700 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 20,239 (year 2023), Design Load: HS 20, Features Intersected: LRD CANAL ST-CHIPPEWA RI Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 48.6m (159.4ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 72.9 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2007, Underwater Inspection Date: July 2004, 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: B090169, Location: 0.2M W JCT STH 124 FR N (Lat: 44.927592, Lng: -91.384247), Route carried "on" structure: State highway 29, Year Built: 1992, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 17,430 (year 2005), Average Future Daily Traffic: 17,430 (year 2026), Design Load: HS 20, Features Intersected: LRD PARK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.8 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $58,000, Total Project Cost: $878,000 ( 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: B09017, Location: 0.6M W JCT STH 124 FR N (Lat: 44.933186, Lng: -91.388142), Route carried "on" structure: State highway 29, Year Built: 1992, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 26,250 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 31,650 (year 2026), Design Load: HS 20, Features Intersected: LRD BIKE-TRAIL DUNCAN CR 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: 12 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.3m (122.4ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $686,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,029,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B090235, Location: 2.0 M N CTH J, Route carried "on" structure: State highway 178, Year Built: 2000, Status: Open, Structure Length: 26.78m (87.86ft), Average Daily Traffic: 3,100 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 14,800 (year 2026), Design Load: HS 20, Features Intersected: CHIPPEWA RIVER
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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 57.0m (187.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: November 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B090236, Location: 1.0 M S CTH I, Route carried "on" structure: State highway 178, Year Built: 2000, Status: Open, Structure Length: 26.78m (87.86ft), Average Daily Traffic: 3,400 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 14,800 (year 2026), Design Load: HS 20, Features Intersected: CHIPPEWA RIVER
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: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 57.0m (187.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: November 2004, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B090237, Location: 1.0 M N CTH J, Route carried "on" structure: State highway 178, Year Built: 2000, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 10,500 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 14,800 (year 2026), Design Load: HS 20, Features Intersected: WCL 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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B090238, Location: 2.5 M S CTH I, Route carried "on" structure: State highway 178, Year Built: 2000, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 10,400 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 14,800 (year 2026), Design Load: HS 20, Features Intersected: WCL 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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B090264, Location: 0.2M N JCT STH 124, Route carried "on" structure: State highway 178, Year Built: 2005, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 6,800 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 8,900 (year 2024), Design Load: HS 20, Features Intersected: DUNCAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, 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: 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 Structure Number: B090269, Location: 200" W of Bear Den Dr, Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 1,278 (year 2005), Truck Traffic: 3%, Average Future Daily Traffic: 1,917 (year 2023), Design Load: HS 20, Features Intersected: DUNCAN CR, Facility Carried by Structure: LRD IRVINE PARK DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 63.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: B09027, Location: 100" E Irvine Park Dr, Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 3.74m (12.27ft), Average Daily Traffic: 51 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 77 (year 2023), Design Load: HS 20, Features Intersected: DUNCAN CR, Facility Carried by Structure: LRD BEAR DEN DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 63.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: P090711, Location: 0.1 M E STH 124, Route carried "on" structure: City street , Year Built: 1916, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 2,160 (year 2005), Average Future Daily Traffic: 2,160 (year 2025), Features Intersected: DUNCAN CREEK, Facility Carried by Structure: LRD SPRING ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.4m (93.2ft), Curb or Sidewalk Widths: Left: 2.5m (8.2ft), Right: 2.5m (8.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 29.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Bridge Improvement Cost: $476,000, Roadway Improvement Cost: $47,000, Total Project Cost: $714,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: P090715, Location: 0.1 M E STH 124, Route carried "on" structure: City street , Year Built: 1934, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 3,000 (year 2005), Average Future Daily Traffic: 3,000 (year 2025), Design Load: H 15, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: LRD CENTRAL ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.7m (130.2ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Bridge Improvement Cost: $567,000, Roadway Improvement Cost: $56,000, Total Project Cost: $850,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B090011, Location: 0.6M N JCT CTH P (Lat: 44.921500, Lng: -91.381383), Route carried "under" structure: State highway 124, Year Built: 1957, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 34,870 (year 2005), Truck Traffic: 3%, Features Intersected: STH 124-BRIDGE ST, Facility Carried by Structure: CTH X Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Slab, Length of Maximum Span: 14.5m (47.6ft) Structure Number: B090041, Location: 1.7M S JCT STH 29, Route carried "under" structure: City street , Year Built: 1965, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 99 (year 2005), Features Intersected: LRD INSTITUTION RD, Facility Carried by Structure: CTH J
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 10.4m (34.1ft) Find on map >>
Structure Number: B09005, Location: 5.7M E JCT CTH F (Lat: 44.924239, Lng: -91.428319), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 5.14m (16.86ft), Average Daily Traffic: 11,400 (year 2005), Truck Traffic: 3%, Features Intersected: CTH old STH 29-RIVER RD, Facility Carried by Structure: USH 53 SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.3m (89.6ft) Find on map >>
Structure Number: B090051, Location: 5.7M E JCT CTH F (Lat: 44.923753, Lng: -91.427775), Route carried "under" structure: State highway 29, Year Built: 1970, Structure Length: 5.14m (16.86ft), Average Daily Traffic: 11,400 (year 2005), Truck Traffic: 3%, Features Intersected: STH 29-RIVER RD, Facility Carried by Structure: USH 53 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.3m (89.6ft) Find on map >>
Structure Number: B090094, Location: 2.9M W JCT CTH X (Lat: 44.927772, Lng: -91.384822), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 3,540 (year 2005), Features Intersected: LRD PARK ST, Facility Carried by Structure: STH 29 EB-STH 124 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: B090146, Location: 1.6M W JCT CTH J (Lat: 44.929464, Lng: -91.385661), Route carried "under" structure: City street , Year Built: 1991, Structure Length: 33.95m (111.38ft), Average Daily Traffic: 99 (year 2005), Features Intersected: LRD CANAL ST-CHIPPEWA RI, Facility Carried by Structure: STH 29 WB-STH 124 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.6m (159.4ft) Find on map >>
Structure Number: B090147, Location: 1.6M W JCT CTH J (Lat: 44.932267, Lng: -91.387872), Route carried "under" structure: City street , Year Built: 1994, Structure Length: 36.14m (118.57ft), Average Daily Traffic: 700 (year 2005), Features Intersected: LRD CANAL ST-CHIPPEWA RI, Facility Carried by Structure: STH 29 EB-STH 124 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.6m (159.4ft) Find on map >>
Structure Number: B090169, Location: 2.9M W JCT CTH X (Lat: 44.927592, Lng: -91.384247), Route carried "under" structure: City street , Year Built: 1992, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 3,540 (year 2005), Features Intersected: LRD PARK ST, Facility Carried by Structure: STH 29 WB-STH 124 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: B090692, Location: 1.2M E JCT USH 53 TO N (Lat: 44.930000, Lng: -91.401667), Route carried "under" structure: State highway 29, Year Built: 1952, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 10,710 (year 2005), Truck Traffic: 3%, Features Intersected: STH 29-RIVER RD, Facility Carried by Structure: WI CENTRAL 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: 24.1m (79.1ft) Structure Number: P090713, Location: 0.3M S JCT STH 29, Route carried "under" structure: City street , Year Built: 1917, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 7,940 (year 2005), Features Intersected: LRD MAIN ST, Facility Carried by Structure: SOO LINE
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: 13.4m (44.0ft) Structure Number: P090716, Location: 0.8M W JCT STH 124, Route carried "under" structure: City street , Year Built: 1920, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 100 (year 2005), Features Intersected: LRD HEBERT ST, Facility Carried by Structure: SOO LINE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 10.2m (33.5ft) Discuss this city on our hugely popular Wisconsin forum Back to: Chippewa Falls, WI, Wisconsin, All US cities.
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