Bridge Statistics for Abrams, Wisconsin (WI)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 157ft / 48.2mTotal length
- $800,000Total costs
- 129,815Total average daily traffic
- 11,852Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Abrams
- No street view available for this location
- New bridges - historical statistics
- 31970-1979
- 21980-1989
- 81990-1999
- 52000-2009
- Bridge Condition - Deck
- 41.7%Good
- 58.3%Satisfactory
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
- Bridge Condition - Substructure
- 58.3%Good
- 25.0%Satisfactory
- 16.7%Fair
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Structure Number: B420036, Location: 0.3M S JCT CTH E (Lat: 44.791161, Lng: -88.047622), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 778 (year 2019), Average Future Daily Traffic: 855 (year 2039), Design Load: HS 20, Features Intersected: PENSAUKEE RIVER, Facility Carried by Structure: CTH EE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420036, Location: 0.3M S JCT CTH E (Lat: 44.791161, Lng: -88.047622), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 778 (year 2019), Average Future Daily Traffic: 855 (year 2039), Design Load: HS 20, Features Intersected: PENSAUKEE RIVER, Facility Carried by Structure: CTH EE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.8 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: B42004, Location: 2.0M E JCT CTH J (Lat: 44.950050, Lng: -87.956667), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 1,854 (year 2019), Average Future Daily Traffic: 2,039 (year 2039), Design Load: HS 20, Features Intersected: LITTLE 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: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B42004, Location: 2.0M E JCT CTH J (Lat: 44.950050, Lng: -87.956667), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 6.42m (21.06ft), Average Daily Traffic: 1,854 (year 2019), Average Future Daily Traffic: 2,039 (year 2039), Design Load: HS 20, Features Intersected: LITTLE 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: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, 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: B420042, Location: 2.5M S JCT CTH J (Lat: 44.788881, Lng: -88.044553), Route carried "on" structure: US 41, Year Built: 1993, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 6,300 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 16,330 (year 2040), Design Load: HS 20, Features Intersected: USH 141 NB
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: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.7m (133.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.6 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: Somewhat better than minimum adequacy, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420042, Location: 2.5M S JCT CTH J (Lat: 44.788881, Lng: -88.044553), Route carried "on" structure: US 41, Year Built: 1993, Status: Open, Structure Length: 4.41m (14.47ft), Average Daily Traffic: 6,300 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 16,330 (year 2040), Design Load: HS 20, Features Intersected: USH 141 NB
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: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.7m (133.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 50.6 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: Somewhat better than minimum adequacy, 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: January 2021, 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: B420043, Location: 0.5M S JCT CTH E TO W (Lat: 44.789925, Lng: -88.045247), Route carried "on" structure: Ramp US , Year Built: 1993, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 280 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 11,120 (year 2040), Design Load: HS 20, Features Intersected: USH 141 NB, Facility Carried by Structure: USH RAMP USH 141 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420043, Location: 0.5M S JCT CTH E TO W (Lat: 44.789925, Lng: -88.045247), Route carried "on" structure: Ramp US , Year Built: 1993, Status: Open, Structure Length: 3.85m (12.63ft), Average Daily Traffic: 280 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 11,120 (year 2040), Design Load: HS 20, Features Intersected: USH 141 NB, Facility Carried by Structure: USH RAMP USH 141 S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.0m (118.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.0 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.30m (14.11ft), Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Bridge Improvement Cost: $533,000, Roadway Improvement Cost: $53,000, Total Project Cost: $800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B420044, Location: 0.6M S JCT CTH E TO W (Lat: 44.789711, Lng: -88.043700), Route carried "on" structure: Ramp US , Year Built: 1993, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 8,331 (year 2040), Design Load: HS 20, Features Intersected: USH 41 SB, Facility Carried by Structure: USH RAMP USH 141 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: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420044, Location: 0.6M S JCT CTH E TO W (Lat: 44.789711, Lng: -88.043700), Route carried "on" structure: Ramp US , Year Built: 1993, Status: Open, Structure Length: 4.28m (14.04ft), Average Daily Traffic: 330 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 8,331 (year 2040), Design Load: HS 20, Features Intersected: USH 41 SB, Facility Carried by Structure: USH RAMP USH 141 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: 8.2m (26.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: B420045, Location: 0.3M S JCT CTH E TO W (Lat: 44.791494, Lng: -88.047322), Route carried "on" structure: US 141, Year Built: 1992, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 8,464 (year 2040), Design Load: HS 20, Features Intersected: PENSAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420045, Location: 0.3M S JCT CTH E TO W (Lat: 44.791494, Lng: -88.047322), Route carried "on" structure: US 141, Year Built: 1992, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 8,464 (year 2040), Design Load: HS 20, Features Intersected: PENSAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.3m (99.4ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, 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: B420046, Location: 0.4M N JCT CTH D TO W (Lat: 44.791869, Lng: -88.046558), Route carried "on" structure: US 141, Year Built: 1992, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 11,120 (year 2040), Design Load: HS 20, Features Intersected: PENSAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420046, Location: 0.4M N JCT CTH D TO W (Lat: 44.791869, Lng: -88.046558), Route carried "on" structure: US 141, Year Built: 1992, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 7,600 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 11,120 (year 2040), Design Load: HS 20, Features Intersected: PENSAUKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.5 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: January 2021, 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: B420071, Location: 7.0M E OF CTH C (Lat: 44.764581, Lng: -88.051342), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 1,300 (year 2021), Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: USH 41 - USH 141, Facility Carried by Structure: CTH D SAMPSON 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: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420071, Location: 7.0M E OF CTH C (Lat: 44.764581, Lng: -88.051342), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 6.72m (22.05ft), Average Daily Traffic: 1,300 (year 2021), Average Future Daily Traffic: 1,300 (year 2040), Design Load: HS 20, Features Intersected: USH 41 - USH 141, Facility Carried by Structure: CTH D SAMPSON 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: 19.2m (63.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 76.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021, 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: B420072, Location: 2.0M E JCT SANDELWOOD RD (Lat: 44.777011, Lng: -88.049872), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,150 (year 2040), Design Load: HS 20, Features Intersected: USH 41 - USH 141, Facility Carried by Structure: LRD OAK ORCHARD RO
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: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.1m (105.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 60.4 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 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: B420072, Location: 2.0M E JCT SANDELWOOD RD (Lat: 44.777011, Lng: -88.049872), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 6.54m (21.46ft), Average Daily Traffic: 800 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,150 (year 2040), Design Load: HS 20, Features Intersected: USH 41 - USH 141, Facility Carried by Structure: LRD OAK ORCHARD RO
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: 10.1m (33.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.1m (105.3ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 60.4 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 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: January 2021, 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: P42008, Location: 1.0M S JCT STH 22 (Lat: 44.881114, Lng: -88.207353), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 363 (year 2019), Average Future Daily Traffic: 399 (year 2039), Design Load: H 20, Features Intersected: OCONTO RIVER, Facility Carried by Structure: CTH K
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: P42008, Location: 1.0M S JCT STH 22 (Lat: 44.881114, Lng: -88.207353), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 363 (year 2019), Average Future Daily Traffic: 399 (year 2039), Design Load: H 20, Features Intersected: OCONTO RIVER, Facility Carried by Structure: CTH K
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), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 68.6 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: 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: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: P420086, Location: 0.4M N JCT CTH D (Lat: 44.768681, Lng: -88.130650), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 125 (year 2019), Average Future Daily Traffic: 137 (year 2039), Design Load: H 20, Features Intersected: PENSAUKEE RIVER, Facility Carried by Structure: LRD VALENTINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P420086, Location: 0.4M N JCT CTH D (Lat: 44.768681, Lng: -88.130650), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 125 (year 2019), Average Future Daily Traffic: 137 (year 2039), Design Load: H 20, Features Intersected: PENSAUKEE RIVER, Facility Carried by Structure: LRD VALENTINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: P420087, Location: 0.7M N JCT CTH D (Lat: 44.777878, Lng: -88.090883), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 85 (year 2019), Average Future Daily Traffic: 93 (year 2039), Design Load: H 20, Features Intersected: PENSAUKEE RIVER, Facility Carried by Structure: LRD SANDALWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: P420087, Location: 0.7M N JCT CTH D (Lat: 44.777878, Lng: -88.090883), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 2.51m (8.23ft), Average Daily Traffic: 85 (year 2019), Average Future Daily Traffic: 93 (year 2039), Design Load: H 20, Features Intersected: PENSAUKEE RIVER, Facility Carried by Structure: LRD SANDALWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.2m (79.4ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B420042, Location: 5.0M N JCT CTH S (Lat: 44.788881, Lng: -88.044553), Route carried "under" structure: US 141, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 8,300 (year 2021), Features Intersected: USH 141 NB, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.7m (133.5ft)
Structure Number: B420042, Location: 5.0M N JCT CTH S (Lat: 44.788881, Lng: -88.044553), Route carried "under" structure: US 141, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 8,300 (year 2021), Features Intersected: USH 141 NB, Facility Carried by Structure: USH 41 SB
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 40.7m (133.5ft)
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Structure Number: B420043, Location: 5.2M N JCT CTH S (Lat: 44.789925, Lng: -88.045247), Route carried "under" structure: US 141, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 8,300 (year 2021), Features Intersected: USH 141 NB
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
Structure Number: B420043, Location: 5.2M N JCT CTH S (Lat: 44.789925, Lng: -88.045247), Route carried "under" structure: US 141, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 8,300 (year 2021), Features Intersected: USH 141 NB
Minimum Vertical Clearance: 5.17m (16.96ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.0m (118.1ft)
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Structure Number: B420044, Location: 2.4M S JCT CTH J (Lat: 44.789711, Lng: -88.043700), Route carried "under" structure: US 41, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 6,300 (year 2021), Truck Traffic: 8%, Features Intersected: USH 41 SB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: B420044, Location: 2.4M S JCT CTH J (Lat: 44.789711, Lng: -88.043700), Route carried "under" structure: US 41, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 6,300 (year 2021), Truck Traffic: 8%, Features Intersected: USH 41 SB
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: B42007, Location: 2.0M N JCT CTH S (Lat: 44.750242, Lng: -88.051375), Route carried "under" structure: US 41, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2021), Truck Traffic: 18%, Features Intersected: USH 41, Facility Carried by Structure: LRD GEANO ROAD
Minimum Vertical Clearance: 5.22m (17.13ft), 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: 32.1m (105.3ft)
Structure Number: B42007, Location: 2.0M N JCT CTH S (Lat: 44.750242, Lng: -88.051375), Route carried "under" structure: US 41, Year Built: 2002, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2021), Truck Traffic: 18%, Features Intersected: USH 41, Facility Carried by Structure: LRD GEANO ROAD
Minimum Vertical Clearance: 5.22m (17.13ft), 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: 32.1m (105.3ft)
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Structure Number: B420071, Location: 3.0M N JCT CTH S (Lat: 44.764581, Lng: -88.051342), Route carried "under" structure: US 41, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2021), Features Intersected: USH 41 - USH 141, Facility Carried by Structure: CTH D SAMPSON RD
Minimum Vertical Clearance: 5.04m (16.54ft), 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: 33.0m (108.3ft)
Structure Number: B420071, Location: 3.0M N JCT CTH S (Lat: 44.764581, Lng: -88.051342), Route carried "under" structure: US 41, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2021), Features Intersected: USH 41 - USH 141, Facility Carried by Structure: CTH D SAMPSON RD
Minimum Vertical Clearance: 5.04m (16.54ft), 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: 33.0m (108.3ft)
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Structure Number: B420072, Location: 4.0M N JCT CTH S (Lat: 44.777011, Lng: -88.049872), Route carried "under" structure: US 41, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2021), Truck Traffic: 18%, Features Intersected: USH 41 - USH 141, Facility Carried by Structure: LRD OAK ORCHARD RO
Minimum Vertical Clearance: 5.16m (16.93ft), 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: 32.1m (105.3ft)
Structure Number: B420072, Location: 4.0M N JCT CTH S (Lat: 44.777011, Lng: -88.049872), Route carried "under" structure: US 41, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 26,500 (year 2021), Truck Traffic: 18%, Features Intersected: USH 41 - USH 141, Facility Carried by Structure: LRD OAK ORCHARD RO
Minimum Vertical Clearance: 5.16m (16.93ft), 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: 32.1m (105.3ft)