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Bridge Statistics for Tilden, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Tilden, WI, Wisconsin, Wisconsin forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 33 Total length: 124 meters (407ft) Total costs: $162,000 Total average daily traffic: 118,510 Total average daily truck traffic: 8,565 National Bridge Inventory (NBI) Registered Bridges for Tilden
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Culverts Structure Number: B090017, Location: 0.6M W JCT CTH F, Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 740 (year 2005), Average Future Daily Traffic: 740 (year 2025), Design Load: H 20, Features Intersected: SOO LINE, Facility Carried by Structure: CTH N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 38.9 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: Better than present minimum 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 Find on map >>
Structure Number: B090056, Location: 2.7M S JCT CTH B TO E (Lat: 44.966319, Lng: -91.427469), Route carried "on" structure: US 53, Year Built: 1971, Year Reconstructed: 2004, Status: Open, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 7,560 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 11,076 (year 2023), Design Load: HS 20, Features Intersected: CTH S 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: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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: Low Slump Concrete Find on map >>
Structure Number: B090057, Location: 2.8M N JCT STH 29 TO E (Lat: 44.965831, Lng: -91.426650), Route carried "on" structure: US 53, Year Built: 1971, Status: Open, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 7,230 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 10,593 (year 2023), Design Load: HS 20, Features Intersected: CTH S 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: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 56.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior 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: Low Slump Concrete Find on map >>
Structure Number: B090058, Location: 0.2M W JCT CTH Q (Lat: 44.987661, Lng: -91.443311), Route carried "on" structure: City street , Year Built: 1971, Status: Open, Structure Length: 7.12m (23.36ft), Average Daily Traffic: 400 (year 2005), Average Future Daily Traffic: 400 (year 2026), Design Load: H 20, Features Intersected: USH 53, Facility Carried by Structure: LRD 100TH AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: Superior 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 Find on map >>
Structure Number: B090059, Location: 0.2M W JCT CTH Q (Lat: 44.999969, Lng: -91.442228), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 530 (year 2005), Average Future Daily Traffic: 530 (year 2026), Design Load: H 20, Features Intersected: USH 53, Facility Carried by Structure: CTH B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.7m (120.4ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior 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: Low Slump Concrete Find on map >>
Structure Number: B09006, Location: 0.1M S JCT CTH C (Lat: 45.016211, Lng: -91.443014), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 800 (year 2005), Average Future Daily Traffic: 800 (year 2026), Design Load: H 20, Features Intersected: USH 53, Facility Carried by Structure: CTH Q Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.3m (148.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B090069, Location: 2.9M N JCT STH 29 TO E (Lat: 44.966667, Lng: -91.426667), Route carried "on" structure: US 53, Year Built: 1970, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 14,790 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 21,670 (year 2023), Design Load: HS 20, Features Intersected: RHEINGAN CREEK 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), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) 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 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 Find on map >>
Structure Number: B09007, Location: 5.0M N JCT STH 29 TO E (Lat: 44.991031, Lng: -91.442453), Route carried "on" structure: US 53, Year Built: 1970, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 14,790 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 21,670 (year 2023), Design Load: HS 20, Features Intersected: TILDEN CREEK 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), Skew: 2 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: 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: 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 Find on map >>
Structure Number: B090072, Location: 6.8M S JCT STH 40 TO N (Lat: 45.018650, Lng: -91.442906), Route carried "on" structure: US 53, Year Built: 1971, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 7,160 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 9,710 (year 2023), Design Load: HS 20, Features Intersected: DUNCAN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 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, 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: Low Slump Concrete Find on map >>
Structure Number: B090073, Location: 1.4M N JCT CTH B TO E (Lat: 45.018103, Lng: -91.442408), Route carried "on" structure: US 53, Year Built: 1971, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 8,140 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 11,039 (year 2023), Design Load: HS 20, Features Intersected: DUNCAN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 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, 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: Low Slump Concrete Structure Number: B090093, Location: 0.8 M E 85th Avenue, Route carried "on" structure: County highway , Year Built: 1971, Year Reconstructed: 1989, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 200 (year 2005), Average Future Daily Traffic: 200 (year 2025), Design Load: HS 20, Features Intersected: RHEINGAN CREEK, Facility Carried by Structure: CTH S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft) 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 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: B090096, Location: 0.5 M E CTH Q, Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 6.45m (21.16ft), Average Daily Traffic: 5,000 (year 2005), Average Future Daily Traffic: 5,000 (year 2025), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: CTH S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, 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: 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 Structure Number: B090108, Location: 0.8 M E CTH Q, Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 160 (year 2005), Average Future Daily Traffic: 160 (year 2025), Design Load: H 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: LRD 102nd Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 45.4 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, 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: B090153, Location: 0.1 M N CTH C, Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 4.81m (15.78ft), Average Daily Traffic: 710 (year 2005), Average Future Daily Traffic: 710 (year 2025), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: CTH Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, 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: 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, Deck Protection: Epoxy Coated Reinforcing Structure Number: B090156, Location: 0.3 M N CTH N, Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 190 (year 2005), Average Future Daily Traffic: 190 (year 2025), Design Load: HS 20, Features Intersected: TROUT CREEK, Facility Carried by Structure: CTH HH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: B090166, Location: 0.2 M N 100th Avenue, Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 140 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2025), Design Load: HS 20, Features Intersected: TILDEN CREEK, Facility Carried by Structure: LRD 110th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), 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: 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 Structure Number: B090167, Location: 0.6 M N 100th Avenue, Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 140 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 135 (year 2025), Design Load: HS 20, Features Intersected: TILDEN CREEK, Facility Carried by Structure: LRD 110th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), 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: 56.7 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: 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 Structure Number: B090187, Location: 0.3 M NW CTH Q, Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 4.20m (13.78ft), Average Daily Traffic: 430 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 520 (year 2025), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: LRD 129th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 66.4 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, Deck Protection: Epoxy Coated Reinforcing Structure Number: B090194, Location: 0.2 M NE CTH Q, Route carried "on" structure: City street , Year Built: 1997, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 300 (year 2005), Average Future Daily Traffic: 345 (year 2025), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: LRD 118th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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 minimum 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: B090232, Location: 0.3 M E CTH Q, Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 750 (year 2005), Average Future Daily Traffic: 1,170 (year 2025), Design Load: HS 20, Features Intersected: DUNCAN CREEK, Facility Carried by Structure: CTH B
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.5m (67.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.4 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, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B090296, Location: 530" East of 70th Street (Lat: 44.966111, Lng: -91.526667), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 140 (year 2027), Design Load: HS 20, Features Intersected: ELK CR, Facility Carried by Structure: LRD 85TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft) Condition: Culverts: Very good, Operating Rating: 38.9 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 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: January 2008 Structure Number: B090978, Location: 0.4 M N 102nd Avenue, Route carried "on" structure: County highway , Year Built: 1947, Year Reconstructed: 2003, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 650 (year 2005), Average Future Daily Traffic: 650 (year 2025), Design Load: H 20, Features Intersected: TILDEN CREEK, Facility Carried by Structure: CTH Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 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: Bituminous Find on map >>
Structure Number: P090023, Location: 0.1 M N 120th Avenue (Lat: 45.518056, Lng: -91.488889), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 40 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2025), Design Load: HS 15, Features Intersected: LITTLE HAY CR, Facility Carried by Structure: LRD 90TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.6m (21.7ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: P090025, Location: 0.4 M E CTH F (Lat: 45.002778, Lng: -91.501389), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 650 (year 2005), Truck Traffic: 15%, Average Future Daily Traffic: 650 (year 2025), Design Load: HS 15, Features Intersected: BR LITTLE HAY CREEK, Facility Carried by Structure: CTH B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.9m (6.2ft) Condition: Culverts: Good, Operating Rating: 35.6 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P090044, Location: 0.4 M NW 125th Avenue, Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 2003, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 280 (year 2005), Average Future Daily Traffic: 280 (year 2025), Design Load: H 20, Features Intersected: LITTLE HAY CREEK, Facility Carried by Structure: CTH C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: P090074, Location: 0.1 M N CTH S, Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 650 (year 2004), Average Future Daily Traffic: 650 (year 2025), Design Load: H 20, Features Intersected: RHEINGAN CREEK, Facility Carried by Structure: CTH Q
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.5 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: 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: P090933, Location: 0.2 M E CTH HH, Route carried "on" structure: County highway , Year Built: 1950, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 160 (year 2005), Average Future Daily Traffic: 160 (year 2025), Design Load: HS 20, Features Intersected: TROUT CREEK, Facility Carried by Structure: CTH S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $108,000, Roadway Improvement Cost: $10,000, Total Project Cost: $162,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: P090951, Location: 100" NW 120th Avenue, Route carried "on" structure: City street , Year Built: 1920, Status: Posted for load, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 170 (year 2005), Average Future Daily Traffic: 170 (year 2025), Features Intersected: BR DUNCAN CREEK, Facility Carried by Structure: LRD 115th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Operating Rating: 19.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2006, Other Special Inspection Date: November 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: B090056, Location: 0.9M W JCT CTH Q (Lat: 44.966319, Lng: -91.427469), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 130 (year 2005), Features Intersected: CTH S, Facility Carried by Structure: USH 53 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: 30.5m (100.1ft) Find on map >>
Structure Number: B090057, Location: 0.9M W JCT CTH Q (Lat: 44.965831, Lng: -91.426650), Route carried "under" structure: County highway , Year Built: 1971, Structure Length: 5.47m (17.95ft), Average Daily Traffic: 130 (year 2005), Features Intersected: CTH S, Facility Carried by Structure: USH 53 NB 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: 30.5m (100.1ft) Find on map >>
Structure Number: B090058, Location: 4.5M N JCT STH 29 TO E (Lat: 44.987661, Lng: -91.443311), Route carried "under" structure: US 53, Year Built: 1971, Structure Length: 7.12m (23.36ft), Average Daily Traffic: 14,790 (year 2005), Truck Traffic: 8%, Features Intersected: USH 53, Facility Carried by Structure: LRD 100TH AVE. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.7m (117.1ft) Find on map >>
Structure Number: B090059, Location: 5.4M N JCT STH 29 TO E (Lat: 44.999969, Lng: -91.442228), Route carried "under" structure: US 53, Year Built: 1971, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 15,300 (year 2005), Truck Traffic: 8%, Features Intersected: USH 53, Facility Carried by Structure: CTH B Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.7m (120.4ft) Find on map >>
Structure Number: B09006, Location: 1.3M N JCT CTH B TO E (Lat: 45.016211, Lng: -91.443014), Route carried "under" structure: US 53, Year Built: 1971, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 15,300 (year 2005), Truck Traffic: 8%, Features Intersected: USH 53, Facility Carried by Structure: CTH Q Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.3m (148.6ft) Discuss this city on our hugely popular Wisconsin forum Back to: Tilden, WI, Wisconsin, All US cities.
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