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

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Parts: 1, 2, 3


National Bridge Inventory (NBI) Statistics
Number of bridges: 156
Total length: 1,161 meters (3,809ft)
Total costs: $15,394,000
Total average daily traffic: 3,106,441
Total average daily truck traffic: 179,150
National Bridge Inventory (NBI) Registered Bridges for Green Bay
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New bridges - Historical Statistics

  • 1950-1959: 4
  • 1960-1969: 10
  • 1970-1979: 94
  • 1980-1989: 32
  • 1990-1999: 7
  • 2000-2009: 9

Reconstructed bridges - Historical Statistics

  • 1970-1979: 14
  • 1980-1989: 2
  • 1990-1999: 0
  • 2000-2009: 2

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Culverts

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Structure Number: B050018,  Location: 2.0M N JCT STH 172 (Lat: 44.506850,  Lng: -88.032700),  Route carried "on" structure: State highway 32,  Year Built: 1955,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 22.25m (73.00ft),  Average Daily Traffic: 26,200 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,850 (year 2029),  Design Load: HS 20,  Features Intersected: LRD 6TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 38.0m (124.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: B050019,  Location: 2.1M N JCT STH 172 (Lat: 44.508889,  Lng: -88.030933),  Route carried "on" structure: State highway 32,  Year Built: 1955,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.47m (11.38ft),  Average Daily Traffic: 26,200 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,850 (year 2029),  Design Load: H 20,  Features Intersected: LRD 5TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  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: Equal to present desirable 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: December 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B050058,  Location: 0.6M N JCT STH X32,  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 8,940 (year 2009),  Average Future Daily Traffic: 9,834 (year 2029),  Design Load: HS 20,  Features Intersected: BAIRD CREEK,  Facility Carried by Structure: LRD DANZ AVE
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),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  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: 12.2m (40.0ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  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: November 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B050084,  Location: 0.5M S JCT STH 54 TO W (Lat: 44.520219,  Lng: -88.082469),  Route carried "on" structure: US 41,  Year Built: 1966,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 75,900 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 83,250 (year 2030),  Design Load: HS 20,  Features Intersected: LRD 9TH ST
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: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.1 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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B050085,  Location: 1.1M N JCT STH 32 TO S (Lat: 44.519928,  Lng: -88.081981),  Route carried "on" structure: US 41,  Year Built: 1966,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 75,900 (year 2009),  Truck Traffic: 16%,  Average Future Daily Traffic: 83,250 (year 2030),  Design Load: HS 20,  Features Intersected: LRD 9TH ST
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: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B050086,  Location: 1.0M S JCT STH 29 TO E (Lat: 44.524036,  Lng: -88.082325),  Route carried "on" structure: State highway 32,  Year Built: 1966,  Status: Open,  Structure Length: 5.66m (18.57ft),  Average Daily Traffic: 20,890 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 32,500 (year 2031),  Design Load: HS 20,  Features Intersected: USH 41-STH 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: Febuary 12,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B050087,  Location: 1.2M N JCT STH 32 TO S (Lat: 44.521667,  Lng: -88.081667),  Route carried "on" structure: US 41,  Year Built: 1966,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 75,900 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 107,630 (year 2030),  Design Load: HS 20,  Features Intersected: BEAVER 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: 26.8m (87.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Culverts: Good,  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: 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: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501340001,  Location: 2.9M E JCT USH 41 TO S (Lat: 44.511722,  Lng: -88.029836),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 14.72m (48.29ft),  Average Daily Traffic: 42,870 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,050 (year 2030),  Design Load: HS 20,  Features Intersected: STH 32 - ASHLAND AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501340002,  Location: 3.0M E JCT USH 41 TO S (Lat: 44.511111,  Lng: -88.028197),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 42,870 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,050 (year 2030),  Design Load: HS 20,  Features Intersected: LRD CHESTNUT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340003,  Location: 3.0M E JCT USH 41 TO S (Lat: 44.510744,  Lng: -88.026414),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 11.71m (38.42ft),  Average Daily Traffic: 16,300 (year 2009),  Average Future Daily Traffic: 17,930 (year 2030),  Design Load: HS 20,  Features Intersected: LRD CHESTNUT AVE,  Facility Carried by Structure: STH RAMP STH 54WB-
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.2m (95.8ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: B0501340004,  Location: 3.0M E JCT USH 41 TO S (Lat: 44.510886,  Lng: -88.027950),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 16,300 (year 2009),  Average Future Daily Traffic: 17,930 (year 2030),  Design Load: HS 20,  Features Intersected: LRD CHESTNUT AVE,  Facility Carried by Structure: STH RAMP ASHLAND-S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B0501340005,  Location: 3.0M E JCT USH 41 TO S (Lat: 44.510442,  Lng: -88.026628),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 9.55m (31.33ft),  Average Daily Traffic: 42,870 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,050 (year 2030),  Design Load: HS 20,  Features Intersected: RAMP STH 54WB-BROADWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 36.3m (119.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.2m (105.6ft),  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340006,  Location: 3.2M E JCT USH 41 TO S (Lat: 44.510075,  Lng: -88.025539),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 5.07m (16.63ft),  Average Daily Traffic: 42,870 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,050 (year 2030),  Design Load: HS 20,  Features Intersected: LRD BROADWAY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.1m (85.6ft),  Curb-To-Curb Width: 23.8m (78.1ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340007,  Location: 3.2M E JCT USH 41 TO S (Lat: 44.509814,  Lng: -88.025011),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 8.78m (28.81ft),  Average Daily Traffic: 42,870 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,050 (year 2030),  Design Load: HS 20,  Features Intersected: CNW RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.9m (104.7ft),  Curb-To-Curb Width: 27.2m (89.2ft),  Out-to-Out Width: 30.9m (101.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340008,  Location: 3.2M E JCT USH 41 TO S (Lat: 44.510564,  Lng: -88.025217),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 6.50m (21.33ft),  Average Daily Traffic: 12,140 (year 2009),  Average Future Daily Traffic: 13,354 (year 2030),  Design Load: HS 20,  Features Intersected: LAND,  Facility Carried by Structure: STH RAMP STH 54 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B0501340009,  Location: 3.2M E JCT USH 41 TO S (Lat: 44.509781,  Lng: -88.023850),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 13.88m (45.54ft),  Average Daily Traffic: 14,190 (year 2009),  Average Future Daily Traffic: 15,609 (year 2030),  Design Load: HS 20,  Features Intersected: LRD BROADWAY ST,  Facility Carried by Structure: STH RAMP STH 54WB-
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.0m (101.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B050134001,  Location: 3.2M E JCT USH 41 TO S (Lat: 44.509953,  Lng: -88.026514),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 12,140 (year 2009),  Average Future Daily Traffic: 13,354 (year 2030),  Design Load: HS 20,  Features Intersected: LAND,  Facility Carried by Structure: STH RAMP BROADWAY-
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B0501340011,  Location: 3.2M E JCT USH 41 TO S (Lat: 44.510069,  Lng: -88.025867),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 12,140 (year 2009),  Average Future Daily Traffic: 13,354 (year 2030),  Design Load: HS 20,  Features Intersected: LRD BROADWAY ST,  Facility Carried by Structure: STH RAMP BROADWAY-
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B0501340012,  Location: 3.2M E JCT USH 41 TO S (Lat: 44.509472,  Lng: -88.023989),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 14.48m (47.51ft),  Average Daily Traffic: 42,870 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 65,050 (year 2030),  Design Load: HS 20,  Features Intersected: LAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340013,  Location: 3.3M E JCT USH 41 TO S (Lat: 44.508867,  Lng: -88.022411),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 14.51m (47.60ft),  Average Daily Traffic: 39,100 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,000 (year 2030),  Design Load: HS 20,  Features Intersected: FOX RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.1m (33.1ft), Horizontal Clearance: 29.0m (95.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 28.5m (93.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: 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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 11,  Underwater Inspection Date: August 10,  Other Special Inspection Date: November 11,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340014,  Location: 3.4M E JCT USH 41 TO S (Lat: 44.508250,  Lng: -88.020797),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 10.59m (34.74ft),  Average Daily Traffic: 49,070 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,000 (year 2030),  Design Load: HS 20,  Features Intersected: CMSTPP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 28.6m (93.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 11,  Underwater Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340015,  Location: 3.4M E JCT USH 41 TO S (Lat: 44.507778,  Lng: -88.019614),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 9.56m (31.36ft),  Average Daily Traffic: 49,070 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,000 (year 2030),  Design Load: HS 20,  Features Intersected: LRD ADAMS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present 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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340016,  Location: 3.4M E JCT USH 41 TO S (Lat: 44.507800,  Lng: -88.018742),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 38,250 (year 2009),  Average Future Daily Traffic: 42,075 (year 2030),  Design Load: HS 20,  Features Intersected: LRD ADAMS AVE,  Facility Carried by Structure: STH RAMP JEFFERSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.7m (107.3ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B0501340017,  Location: 3.4M E JCT USH 41 TO S (Lat: 44.507664,  Lng: -88.018008),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 38,250 (year 2009),  Average Future Daily Traffic: 42,075 (year 2030),  Design Load: HS 20,  Features Intersected: LAND,  Facility Carried by Structure: STH RAMP JEFFERSON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B0501340018,  Location: 0.7M W JCT STH 29 TO W (Lat: 44.507503,  Lng: -88.018486),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 9.61m (31.53ft),  Average Daily Traffic: 49,070 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,000 (year 2030),  Design Load: HS 20,  Features Intersected: LRD JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.1m (105.3ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340019,  Location: 0.6M W JCT STH 29 TO W (Lat: 44.506986,  Lng: -88.017500),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 10.63m (34.88ft),  Average Daily Traffic: 49,070 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,000 (year 2030),  Design Load: HS 20,  Features Intersected: STH 54 EB-MADISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.5m (90.2ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.06m (36.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $1,768,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $2,652,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B050134002,  Location: 3.5M E JCT USH 41 TO S (Lat: 44.507322,  Lng: -88.018614),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 10.06m (33.01ft),  Average Daily Traffic: 49,070 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,000 (year 2030),  Design Load: HS 20,  Features Intersected: LRD JEFFERSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.52m (34.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $1,676,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $2,515,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B0501340021,  Location: 3.5M E JCT USH 41 TO S (Lat: 44.506681,  Lng: -88.017742),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 49,070 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,000 (year 2030),  Design Load: HS 20,  Features Intersected: LAND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.94m (16.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $787,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $1,180,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B0501340022,  Location: 0.6M W JCT STH 29 TO W (Lat: 44.506542,  Lng: -88.016325),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 49,070 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 60,000 (year 2030),  Design Load: HS 20,  Features Intersected: LRD MADISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete 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: 27.1m (88.9ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340023,  Location: AT JCT STH 54-STH 57 (Lat: 44.506478,  Lng: -88.016383),  Route carried "on" structure: Ramp State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 5.35m (17.55ft),  Average Daily Traffic: 22,900 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 34,747 (year 2030),  Design Load: HS 20,  Features Intersected: LRD MADISON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.7m (87.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B0501340024,  Location: AT JCT STH 54-STH 57 (Lat: 44.506175,  Lng: -88.015328),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 8.50m (27.89ft),  Average Daily Traffic: 29,840 (year 2009),  Average Future Daily Traffic: 32,824 (year 2030),  Design Load: HS 20,  Features Intersected: STH 57-MONROE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.5m (103.3ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present 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 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: B0501340025,  Location: 0.5M W JCT STH 29 TO W (Lat: 44.506131,  Lng: -88.013911),  Route carried "on" structure: State highway 54,  Year Built: 1973,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 20,515 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,200 (year 2030),  Design Load: HS 20,  Features Intersected: STH 57-MONROE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.9m (91.5ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.5m (21.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.94m (35.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $1,745,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $2,618,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: B050141,  Location: 6.3M N JCT STH 29 TO E (Lat: 44.511667,  Lng: -87.998333),  Route carried "on" structure: US 141,  Year Built: 1971,  Status: Open,  Structure Length: 3.25m (10.66ft),  Average Daily Traffic: 17,450 (year 2009),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,370 (year 2029),  Design Load: HS 20,  Features Intersected: EAST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal 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: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.7 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: Better than present minimum criteria,  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: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $591,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $887,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B050154,  Location: 1.0M E JCT STH 57,  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 5.17m (16.96ft),  Average Daily Traffic: 27,410 (year 2009),  Average Future Daily Traffic: 30,151 (year 2029),  Design Load: HS 20,  Features Intersected: EAST RIVER,  Facility Carried by Structure: LRD MASON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.8m (84.6ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 97.2 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $897,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,346,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501580001,  Location: 2.3M N JCT STH 54 TO W (Lat: 44.526667,  Lng: -87.996667),  Route carried "on" structure: Interstate 43,  Year Built: 1980,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 14.83m (48.65ft),  Average Daily Traffic: 31,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,330 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LAND
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: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.6m (80.7ft),  Out-to-Out Width: 26.7m (87.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501580002,  Location: 2.4M N JCT STH 54 TO W (Lat: 44.526667,  Lng: -87.998333),  Route carried "on" structure: Interstate 43,  Year Built: 1980,  Status: Open,  Structure Length: 14.88m (48.82ft),  Average Daily Traffic: 31,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,330 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LRD QUINCY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.1 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501580003,  Location: 2.5M N JCT STH 54 TO W (Lat: 44.528333,  Lng: -88.000000),  Route carried "on" structure: Interstate 43,  Year Built: 1980,  Status: Open,  Structure Length: 15.25m (50.03ft),  Average Daily Traffic: 31,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,330 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: GBW RR
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: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501580004,  Location: 2.6M N JCT STH 54 TO W (Lat: 44.528333,  Lng: -88.001667),  Route carried "on" structure: Interstate 43,  Year Built: 1980,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 15.24m (50.00ft),  Average Daily Traffic: 31,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,330 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LAND
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: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 85.9 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501580005,  Location: 2.7M N JCT STH 54 TO W (Lat: 44.528333,  Lng: -88.001667),  Route carried "on" structure: Interstate 43,  Year Built: 1980,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 31,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,330 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LAND
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: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.5 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501580006,  Location: 2.8M N JCT STH 54 TO W (Lat: 44.530000,  Lng: -88.003333),  Route carried "on" structure: Interstate 43,  Year Built: 1980,  Status: Open,  Structure Length: 12.44m (40.81ft),  Average Daily Traffic: 31,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,330 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LAND
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: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 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: 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,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501580007,  Location: 2.9M N JCT STH 54 TO W (Lat: 44.530000,  Lng: -88.005000),  Route carried "on" structure: Interstate 43,  Year Built: 1980,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 31,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,330 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LAND
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: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.2m (181.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 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: 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,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501580008,  Location: 3.0M N JCT STH 54 TO W (Lat: 44.530000,  Lng: -88.006667),  Route carried "on" structure: Interstate 43,  Year Built: 1980,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 13.41m (44.00ft),  Average Daily Traffic: 31,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,330 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LAND
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: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 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: 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,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: August 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B0501580009,  Location: 3.1M N JCT STH 54 TO W (Lat: 44.530000,  Lng: -88.008333),  Route carried "on" structure: Interstate 43,  Year Built: 1980,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 14.75m (48.39ft),  Average Daily Traffic: 31,400 (year 2009),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,330 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: LAND
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: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 90.7 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,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: August 11,  Underwater Inspection Date: August 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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