Bridge Statistics for Allouez, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 82ft / 24.7mTotal length
- 296,400Total average daily traffic
- 3,865Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Allouez
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11970-1979
- 81980-1989
- 12010-2019
- Bridge Condition - Deck
- 20.0%Very good
- 20.0%Good
- 60.0%Satisfactory
- Bridge Condition - Superstructure
- 80.0%Very good
- 20.0%Good
- Bridge Condition - Substructure
- 20.0%Very good
- 20.0%Good
- 60.0%Satisfactory
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Structure Number: B050172, Location: 0.9M E JCT STH 57 (Lat: 44.467089, Lng: -88.023792), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 42,350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,000 (year 2039), Design Load: HS 20, Features Intersected: LRD LIBAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.1 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B050172, Location: 0.9M E JCT STH 57 (Lat: 44.467089, Lng: -88.023792), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 42,350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,000 (year 2039), Design Load: HS 20, Features Intersected: LRD LIBAL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 75.1 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: 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B050173, Location: 0.6M W JCT CTH XX (Lat: 44.464558, Lng: -88.015756), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 42,350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,000 (year 2039), Design Load: HS 20, Features Intersected: LRD EAST RIVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 63.7 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: Equal to present minimum criteria, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B050173, Location: 0.6M W JCT CTH XX (Lat: 44.464558, Lng: -88.015756), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 42,350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,000 (year 2039), Design Load: HS 20, Features Intersected: LRD EAST RIVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.2m (69.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 63.7 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: Equal to present minimum criteria, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B050174, Location: 1.3M E JCT STH 57 (Lat: 44.464486, Lng: -88.016622), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 42,350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,000 (year 2039), Design Load: HS 20, Features Intersected: LRD EAST RIVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 67.0 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: Equal to present minimum criteria, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B050174, Location: 1.3M E JCT STH 57 (Lat: 44.464486, Lng: -88.016622), Route carried "on" structure: State highway 172, Year Built: 1984, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 42,350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,000 (year 2039), Design Load: HS 20, Features Intersected: LRD EAST RIVER DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.1m (72.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 67.0 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: Equal to present minimum criteria, 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: March 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B050176, Location: 1.7M E JCT STH 57 (Lat: 44.462264, Lng: -88.010725), Route carried "on" structure: State highway 172, Year Built: 1982, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 42,350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,000 (year 2039), Design Load: HS 20, Features Intersected: EAST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B050176, Location: 1.7M E JCT STH 57 (Lat: 44.462264, Lng: -88.010725), Route carried "on" structure: State highway 172, Year Built: 1982, Status: Open, Structure Length: 10.63m (34.88ft), Average Daily Traffic: 42,350 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 84,000 (year 2039), Design Load: HS 20, Features Intersected: EAST RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 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: 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 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B050411, Location: 1.6 M N JCT STH 172 (Lat: 44.491472, Lng: -88.016889), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 14,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 15,300 (year 2036), Design Load: HL 93, Features Intersected: WISCONSIN CENTRAL LTD RR, Facility Carried by Structure: CTH X, S. WEBSTER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B050411, Location: 1.6 M N JCT STH 172 (Lat: 44.491472, Lng: -88.016889), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 2.98m (9.78ft), Average Daily Traffic: 14,700 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 15,300 (year 2036), Design Load: HL 93, Features Intersected: WISCONSIN CENTRAL LTD RR, Facility Carried by Structure: CTH X, S. WEBSTER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 23.0m (75.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B05015, Location: 0.4M E JCT STH 57 (Lat: 44.470283, Lng: -88.031431), Route carried "under" structure: State highway 172, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 84,700 (year 2020), Truck Traffic: 1%, Features Intersected: STH 172, Facility Carried by Structure: CTH X WEBSTER ST
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.9m (101.4ft)
Structure Number: B05015, Location: 0.4M E JCT STH 57 (Lat: 44.470283, Lng: -88.031431), Route carried "under" structure: State highway 172, Year Built: 1975, Structure Length: 0. m, Average Daily Traffic: 84,700 (year 2020), Truck Traffic: 1%, Features Intersected: STH 172, Facility Carried by Structure: CTH X WEBSTER ST
Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.9m (101.4ft)
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Structure Number: B050171, Location: 0.5M N JCT CTH XX (Lat: 44.466667, Lng: -88.023333), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2020), Features Intersected: LRD LIBAL STREET, Facility Carried by Structure: STH 172 WB
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: B050171, Location: 0.5M N JCT CTH XX (Lat: 44.466667, Lng: -88.023333), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2020), Features Intersected: LRD LIBAL STREET, Facility Carried by Structure: STH 172 WB
Minimum Vertical Clearance: 4.58m (15.03ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: B050172, Location: 0.5M N JCT CTH XX (Lat: 44.467089, Lng: -88.023792), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2020), Features Intersected: LRD LIBAL STREET, Facility Carried by Structure: STH 172 EB
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: B050172, Location: 0.5M N JCT CTH XX (Lat: 44.467089, Lng: -88.023792), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 5,100 (year 2020), Features Intersected: LRD LIBAL STREET, Facility Carried by Structure: STH 172 EB
Minimum Vertical Clearance: 4.71m (15.45ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: B050173, Location: 0.6M N JCT CTH XX (Lat: 44.464558, Lng: -88.015756), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2020), Features Intersected: LRD EAST RIVER DRIVE, Facility Carried by Structure: STH 172 WB
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.2m (69.6ft)
Structure Number: B050173, Location: 0.6M N JCT CTH XX (Lat: 44.464558, Lng: -88.015756), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2020), Features Intersected: LRD EAST RIVER DRIVE, Facility Carried by Structure: STH 172 WB
Minimum Vertical Clearance: 4.51m (14.80ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.2m (69.6ft)
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Structure Number: B050174, Location: 0.6M N JCT CTH XX (Lat: 44.464486, Lng: -88.016622), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2020), Features Intersected: LRD EAST RIVER DRIVE, Facility Carried by Structure: STH 172 EB
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.1m (72.5ft)
Structure Number: B050174, Location: 0.6M N JCT CTH XX (Lat: 44.464486, Lng: -88.016622), Route carried "under" structure: City street , Year Built: 1984, Structure Length: 0. m, Average Daily Traffic: 1,300 (year 2020), Features Intersected: LRD EAST RIVER DRIVE, Facility Carried by Structure: STH 172 EB
Minimum Vertical Clearance: 4.46m (14.63ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.1m (72.5ft)
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Structure Number: B050722, Location: 1.5M N JCT STH 172 TO W (Lat: 44.493333, Lng: -88.021667), Route carried "under" structure: State highway 57, Year Built: 1905, Structure Length: 0. m, Average Daily Traffic: 14,800 (year 2019), Truck Traffic: 3%, Features Intersected: STH 57-RIVERSIDE DR, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft)
Structure Number: B050722, Location: 1.5M N JCT STH 172 TO W (Lat: 44.493333, Lng: -88.021667), Route carried "under" structure: State highway 57, Year Built: 1905, Structure Length: 0. m, Average Daily Traffic: 14,800 (year 2019), Truck Traffic: 3%, Features Intersected: STH 57-RIVERSIDE DR, Facility Carried by Structure: CNW RR
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 24.1m (79.1ft)