Bridge Statistics for Greendale, Wisconsin (WI) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Structure Number: B400031, Location: 1.2M W JCT CTHU, Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 2,500 (year 2029), Design Load: HS 20, Features Intersected: BR. ROOT RIVER, Facility Carried by Structure: LRD W COLLEGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 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: 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: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B400387, Location: 3.3M N JCT STH 100 (Lat: 42.926667, Lng: -87.996667), Route carried "on" structure: State highway 36, Year Built: 1968, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 15,400 (year 2009), Truck Traffic: 3%, Average Future Daily Traffic: 42,280 (year 2029), Design Load: HS 20, Features Intersected: ROOT 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: 12.2m (40.0ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 34.7m (113.8ft), Out-to-Out Width: 39.6m (129.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

Structure Number: B400519, Location: 0.2M W JCT CTH U, Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 1.91m (6.27ft), Average Daily Traffic: 11,900 (year 2009), Average Future Daily Traffic: 11,900 (year 2029), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD W GRANGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 3.0m (9.8ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 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: 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 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B400575, Location: 0.4M N JCT CTH K (Lat: 42.928028, Lng: -88.008806), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 9,000 (year 2008), Average Future Daily Traffic: 9,000 (year 2029), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: CTH U S 76TH ST(
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 47.0 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: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B400576, Location: 0.4M N JCT CTH K (Lat: 42.928028, Lng: -88.008806), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 9,000 (year 2008), Average Future Daily Traffic: 9,000 (year 2029), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: CTH U S 76TH ST(
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 10 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 47.0 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: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400594, Location: 1.0M N JCT CTH BB, Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 1,400 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 2,100 (year 2029), Design Load: HS 20, Features Intersected: BR ROOT RIVER, Facility Carried by Structure: LRD S 92ND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: 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: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400604, Location: 0.6M W JCT CTH U, Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 2,500 (year 2009), Average Future Daily Traffic: 6,700 (year 2029), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD S 84TH ST
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: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 61.6 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: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400717, Location: 1.1M W JCT CTH U, Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.81m (5.94ft), Average Daily Traffic: 2,200 (year 2009), Average Future Daily Traffic: 2,200 (year 2029), Design Load: HS 20, Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD W COLLEGE AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B40075, Location: 0.5M E of JCT w/ 76th St. (Lat: 42.928000, Lng: -88.000831), Route carried "on" structure: City street , Year Built: 2010, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 1,000 (year 2010), Truck Traffic: 1%, Average Future Daily Traffic: 1,500 (year 2030), Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD ROOT RIVER PAR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.9 metric tons, Inventory Rating: 39.2 metric tons, Structural Evaluation: Equal to present desirable 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: March 12, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: P400506, Location: 0.1M W JCT STH 36, Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 5,900 (year 2009), Average Future Daily Traffic: 5,900 (year 2029), Design Load: H 15, Features Intersected: DALE CREEK, Facility Carried by Structure: LRD SOUTHWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.0m (6.6ft)

Condition: Culverts: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Structure Number: P400551, Location: 300" E INT SCHOOLWAY & BR, Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,460 (year 2009), Average Future Daily Traffic: 1,460 (year 2029), Design Load: H 15, Features Intersected: DALE CREEK, Facility Carried by Structure: LRD SCHOOLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 35.6 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: P400552, Location: 0.2M W JCT STH 36, Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 1,480 (year 2009), Average Future Daily Traffic: 1,480 (year 2029), Design Load: H 20, Features Intersected: DALE CREEK, Facility Carried by Structure: LRD CLOVER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Structure Number: P400566, Location: 0.9M W JCT CTH U, Route carried "on" structure: City street , Year Built: 1935, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 40 (year 2009), Average Future Daily Traffic: 40 (year 2029), Features Intersected: ROOT RIVER, Facility Carried by Structure: LRD WHITNALL PARK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 43.7 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B400512, Location: 4.3M N JCT STH 100 (Lat: 42.938119, Lng: -87.989783), Route carried "under" structure: State highway 36, Year Built: 1980, Structure Length: 14.94m (49.02ft), Average Daily Traffic: 18,100 (year 2008), Truck Traffic: 3%, Features Intersected: STH 36-LOOMIS RD, Facility Carried by Structure: SCOUT LAKE PED. BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Length of Maximum Span: 21.9m (71.9ft)