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

Structure Number: B400527,  Location: 1.1M W JCT STH 62,  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 13,000 (year 2006),  Average Future Daily Traffic: 13,000 (year 2026),  Design Load: HS 20,  Features Intersected: CNW RR,  Facility Carried by Structure: CTH Y E LAYTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  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: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  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: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400535,  Location: 0.1M N JCT CTH Y,  Route carried "on" structure: City street ,  Year Built: 1984,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 8,900 (year 2006),  Average Future Daily Traffic: 8,900 (year 2026),  Design Load: HS 20,  Features Intersected: STH 794,  Facility Carried by Structure: LRD WHITNALL 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: 15.8m (51.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.16m (36.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,779,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $2,669,000 ( 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: B400609,  Location: AT JCT WITH STH 794,  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 4,200 (year 2006),  Average Future Daily Traffic: 4,500 (year 2026),  Design Load: HS 20,  Features Intersected: STH 794,  Facility Carried by Structure: LRD E ST FRANCIS A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  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: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B40061,  Location: 1.2M W JCT STH 32,  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 2,100 (year 2006),  Average Future Daily Traffic: 2,100 (year 2026),  Design Load: HS 20,  Features Intersected: STH 794,  Facility Carried by Structure: LRD EAST HOWARD AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.8m (107.6ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400611,  Location: AT JCT WITH STH 794,  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 2,100 (year 2006),  Average Future Daily Traffic: 2,500 (year 2026),  Design Load: HS 20,  Features Intersected: STH 794,  Facility Carried by Structure: LRD EAST BOLIVAR A
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: 17.1m (56.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.0m (141.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 16.5m (54.1ft)

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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Structure Number: B400535,  Location: 0.1M N JCT LAYTON AVE.,  Route carried "under" structure: State highway 794,  Year Built: 1984,  Structure Length: 10.70m (35.10ft),  Average Daily Traffic: 22,300 (year 2005),  Truck Traffic: 3%,  Features Intersected: STH 794,  Facility Carried by Structure: LRD WHITNALL 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: 34.7m (113.8ft)

Structure Number: B400609,  Location: 1.4M N JCT LAYTON AVE.,  Route carried "under" structure: State highway 794,  Year Built: 1998,  Structure Length: 12.28m (40.29ft),  Average Daily Traffic: 22,300 (year 2005),  Truck Traffic: 3%,  Features Intersected: STH 794,  Facility Carried by Structure: LRD E ST FRANCIS A
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: 16.7m (54.8ft)

Structure Number: B40061,  Location: 1.0M N JCT LAYTON AVE.,  Route carried "under" structure: State highway 794,  Year Built: 1996,  Structure Length: 3.40m (11.15ft),  Average Daily Traffic: 22,300 (year 2005),  Truck Traffic: 3%,  Features Intersected: STH 794,  Facility Carried by Structure: LRD EAST HOWARD AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.8m (107.6ft)

Structure Number: B400611,  Location: 0.5M N LAYTON AVE.,  Route carried "under" structure: State highway 794,  Year Built: 1995,  Structure Length: 7.89m (25.89ft),  Average Daily Traffic: 22,300 (year 2005),  Truck Traffic: 3%,  Features Intersected: STH 794,  Facility Carried by Structure: LRD EAST BOLIVAR A
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: 43.0m (141.1ft)

Structure Number: B400626,  Location: 1.2M N JCT LAYTON AVE.,  Route carried "under" structure: State highway 794,  Year Built: 1995,  Structure Length: 10.88m (35.70ft),  Average Daily Traffic: 23,740 (year 2005),  Features Intersected: STH 794,  Facility Carried by Structure: PEDESTRIAN BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.0m (150.9ft)