Bridge Statistics for Mosel, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 148ft / 44.7mTotal length
- 164,929Total average daily traffic
- 26,246Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Mosel
- No street view available for this location
- New bridges - historical statistics
- 21950-1959
- 11960-1969
- 81970-1979
- 51980-1989
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 18.2%Excellent
- 27.3%Good
- 36.4%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 18.2%Excellent
- 45.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 18.2%Excellent
- 45.5%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 16.7%Excellent
- 16.7%Very good
- 66.7%Satisfactory
Find on map >> Show street view
Structure Number: B590001, Location: 2.0M E JCT STH 28 (Lat: 43.600822, Lng: -88.012122), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 799 (year 2019), Average Future Daily Traffic: 878 (year 2040), Design Load: H 15, Features Intersected: N BR MILWAUKEE RIVER, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B590001, Location: 2.0M E JCT STH 28 (Lat: 43.600822, Lng: -88.012122), Route carried "on" structure: County highway , Year Built: 1951, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 799 (year 2019), Average Future Daily Traffic: 878 (year 2040), Design Load: H 15, Features Intersected: N BR MILWAUKEE RIVER, Facility Carried by Structure: CTH A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B590009, Location: 0.3M N JCT CTH FF (Lat: 43.854444, Lng: -87.740833), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,081 (year 2019), Average Future Daily Traffic: 1,189 (year 2039), Design Load: H 15, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: CTH LAKESHORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 301.8m (990.2ft), Horizontal Clearance: 301.8m (990.2ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B590009, Location: 0.3M N JCT CTH FF (Lat: 43.854444, Lng: -87.740833), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,081 (year 2019), Average Future Daily Traffic: 1,189 (year 2039), Design Load: H 15, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: CTH LAKESHORE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 301.8m (990.2ft), Horizontal Clearance: 301.8m (990.2ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 34.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: B590012, Location: 3.0M E JCT STH 42 (Lat: 43.863333, Lng: -87.760000), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 587 (year 2019), Average Future Daily Traffic: 645 (year 2040), Design Load: HS 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: CTH MM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B590012, Location: 3.0M E JCT STH 42 (Lat: 43.863333, Lng: -87.760000), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 587 (year 2019), Average Future Daily Traffic: 645 (year 2040), Design Load: HS 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: CTH MM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B590062, Location: 4.5M N JCT CTH D TO E (Lat: 43.557389, Lng: -87.805394), Route carried "on" structure: Interstate 43, Year Built: 1975, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 14,100 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 26,150 (year 2040), Design Load: HS 20, Features Intersected: LRD AMSTERDAM RD
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: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: B590062, Location: 4.5M N JCT CTH D TO E (Lat: 43.557389, Lng: -87.805394), Route carried "on" structure: Interstate 43, Year Built: 1975, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 14,100 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 26,150 (year 2040), Design Load: HS 20, Features Intersected: LRD AMSTERDAM RD
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: 17.7m (58.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: B590067, Location: 0.5M E JCT STH 42 (Lat: 43.805144, Lng: -87.767283), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 22 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD PLAYBIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B590067, Location: 0.5M E JCT STH 42 (Lat: 43.805144, Lng: -87.767283), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 22 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD PLAYBIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B590068, Location: 1.3M E JCT STH 42 (Lat: 43.819578, Lng: -87.771672), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 22 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD GARTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B590068, Location: 1.3M E JCT STH 42 (Lat: 43.819578, Lng: -87.771672), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 6.65m (21.82ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 22 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD GARTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 55.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B590069, Location: 0.5M E JCT CTH Y (Lat: 43.834028, Lng: -87.772094), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 300 (year 2021), Average Future Daily Traffic: 22 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD ROWE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.2m (115.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B590069, Location: 0.5M E JCT CTH Y (Lat: 43.834028, Lng: -87.772094), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 6.89m (22.60ft), Average Daily Traffic: 300 (year 2021), Average Future Daily Traffic: 22 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD ROWE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.2m (115.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B590072, Location: 2.5M E JCT STH 42 (Lat: 43.862964, Lng: -87.771381), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 121 (year 2040), Design Load: HS 20, Features Intersected: IH 43, Facility Carried by Structure: CTH MM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.3 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: Equal to present minimum criteria, Deck Geometry: Equal to 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: B590072, Location: 2.5M E JCT STH 42 (Lat: 43.862964, Lng: -87.771381), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 6.68m (21.92ft), Average Daily Traffic: 500 (year 2021), Average Future Daily Traffic: 121 (year 2040), Design Load: HS 20, Features Intersected: IH 43, Facility Carried by Structure: CTH MM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.7m (110.6ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.3 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: Equal to present minimum criteria, Deck Geometry: Equal to 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Find on map >> Show street view
Structure Number: B590073, Location: 2.6M E JCT STH 42 (Lat: 43.877378, Lng: -87.771597), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 6.73m (22.08ft), Average Daily Traffic: 250 (year 2021), Average Future Daily Traffic: 193 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.6 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: Equal to 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B590073, Location: 2.6M E JCT STH 42 (Lat: 43.877378, Lng: -87.771597), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 6.73m (22.08ft), Average Daily Traffic: 250 (year 2021), Average Future Daily Traffic: 193 (year 2040), Design Load: H 20, Features Intersected: IH 43, Facility Carried by Structure: LRD ORCHARD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.3m (112.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 50.6 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: Equal to 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: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B590113, Location: 0.6M W JCT CTH LS (Lat: 43.856261, Lng: -87.746106), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 117 (year 2019), Average Future Daily Traffic: 128 (year 2039), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LRD LUELLOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.3 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B590113, Location: 0.6M W JCT CTH LS (Lat: 43.856261, Lng: -87.746106), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 117 (year 2019), Average Future Daily Traffic: 128 (year 2039), Design Load: H 20, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LRD LUELLOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 52.3 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: 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: April 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B590201, Location: 1.0M S JCT CTH W (Lat: 43.615781, Lng: -88.020714), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 140 (year 2019), Average Future Daily Traffic: 160 (year 2039), Design Load: HL 93, Features Intersected: N BR MILWAUKEE RIVER, Facility Carried by Structure: LRD SILVERCREEK-CA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 52.5 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: 37.3 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: B590201, Location: 1.0M S JCT CTH W (Lat: 43.615781, Lng: -88.020714), Route carried "on" structure: City street , Year Built: 2020, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 140 (year 2019), Average Future Daily Traffic: 160 (year 2039), Design Load: HL 93, Features Intersected: N BR MILWAUKEE RIVER, Facility Carried by Structure: LRD SILVERCREEK-CA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 52.5 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: 37.3 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Find on map >> Show street view
Structure Number: B590205, Location: 0.8M W JCT CTH LS (Lat: 43.855989, Lng: -87.756894), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 65 (year 2039), Design Load: HL 93, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LRD LUELLOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.8 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: 33.0 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B590205, Location: 0.8M W JCT CTH LS (Lat: 43.855989, Lng: -87.756894), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 65 (year 2039), Design Load: HL 93, Features Intersected: SEVEN MILE CREEK, Facility Carried by Structure: LRD LUELLOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 42.8 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: 33.0 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: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Find on map >> Show street view
Structure Number: B590067, Location: 0.8M N JCT STH 42 (Lat: 43.805144, Lng: -87.767283), Route carried "under" structure: Interstate 43, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD PLAYBIRD RD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.3m (112.5ft)
Structure Number: B590067, Location: 0.8M N JCT STH 42 (Lat: 43.805144, Lng: -87.767283), Route carried "under" structure: Interstate 43, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD PLAYBIRD RD
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.3m (112.5ft)
Find on map >> Show street view
Structure Number: B590068, Location: 1.8M N JCT STH 42 (Lat: 43.819578, Lng: -87.771672), Route carried "under" structure: Interstate 43, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD GARTON RD
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Structure Number: B590068, Location: 1.8M N JCT STH 42 (Lat: 43.819578, Lng: -87.771672), Route carried "under" structure: Interstate 43, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD GARTON RD
Minimum Vertical Clearance: 4.94m (16.21ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.8m (110.9ft)
Find on map >> Show street view
Structure Number: B590069, Location: 2.8M N JCT STH 42 (Lat: 43.834028, Lng: -87.772094), Route carried "under" structure: Interstate 43, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD ROWE RD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.2m (115.5ft)
Structure Number: B590069, Location: 2.8M N JCT STH 42 (Lat: 43.834028, Lng: -87.772094), Route carried "under" structure: Interstate 43, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD ROWE RD
Minimum Vertical Clearance: 4.98m (16.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.2m (115.5ft)
Find on map >> Show street view
Structure Number: B59007, Location: 3.8M N JCT STH 42 (Lat: 43.848550, Lng: -87.771328), Route carried "under" structure: Interstate 43, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: CTH FF
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: B59007, Location: 3.8M N JCT STH 42 (Lat: 43.848550, Lng: -87.771328), Route carried "under" structure: Interstate 43, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: CTH FF
Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Find on map >> Show street view
Structure Number: B590072, Location: 4.8M N JCT STH 42 (Lat: 43.862964, Lng: -87.771381), Route carried "under" structure: Interstate 43, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: CTH MM
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Structure Number: B590072, Location: 4.8M N JCT STH 42 (Lat: 43.862964, Lng: -87.771381), Route carried "under" structure: Interstate 43, Year Built: 1980, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: CTH MM
Minimum Vertical Clearance: 4.91m (16.11ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.7m (110.6ft)
Find on map >> Show street view
Structure Number: B590073, Location: 5.8M N JCT STH 42 (Lat: 43.877378, Lng: -87.771597), Route carried "under" structure: Interstate 43, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD ORCHARD RD
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.3m (112.5ft)
Structure Number: B590073, Location: 5.8M N JCT STH 42 (Lat: 43.877378, Lng: -87.771597), Route carried "under" structure: Interstate 43, Year Built: 1979, Structure Length: 0. m, Average Daily Traffic: 24,400 (year 2021), Truck Traffic: 16%, Features Intersected: IH 43, Facility Carried by Structure: LRD ORCHARD RD
Minimum Vertical Clearance: 4.96m (16.27ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.3m (112.5ft)