Bridge Statistics for Elkhart, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 115ft / 34.6mTotal length
- 123,650Total average daily traffic
- 33,927Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Elkhart
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 11920-1929
- 31930-1939
- 21950-1959
- 61970-1979
- 41980-1989
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- Bridge Condition - Deck
- 28.6%Good
- 14.3%Satisfactory
- 57.1%Fair
- Bridge Condition - Superstructure
- 28.6%Good
- 14.3%Satisfactory
- 57.1%Fair
- Bridge Condition - Substructure
- 28.6%Good
- 14.3%Satisfactory
- 42.9%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 14.3%Very good
- 14.3%Good
- 28.6%Satisfactory
- 42.9%Fair
- Bridge Condition - Culverts
- 22.2%Good
- 44.4%Satisfactory
- 33.3%Fair
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Structure Number: 540038, Location: ELKHART INTERCHANGE (Lat: 40.020200, Lng: -89.496778), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 9.59m (31.46ft), Average Daily Traffic: 250 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 301 (year 2032), Design Load: HS 20, Features Intersected: I-55, Facility Carried by Structure: FAS 566 (CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 540038, Location: ELKHART INTERCHANGE (Lat: 40.020200, Lng: -89.496778), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 9.59m (31.46ft), Average Daily Traffic: 250 (year 2016), Truck Traffic: 16%, Average Future Daily Traffic: 301 (year 2032), Design Load: HS 20, Features Intersected: I-55, Facility Carried by Structure: FAS 566 (CH 10)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 33 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 60.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 542001, Location: 2.5M NE ELKHART INT (Lat: 40.044783, Lng: -89.463347), Route carried "on" structure: Interstate 55, Year Built: 1922, Year Reconstructed: 1974, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 16,700 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 14,357 (year 2032), Design Load: HS 20, Features Intersected: TRIB LAKE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.304, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 542001, Location: 2.5M NE ELKHART INT (Lat: 40.044783, Lng: -89.463347), Route carried "on" structure: Interstate 55, Year Built: 1922, Year Reconstructed: 1974, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 16,700 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 14,357 (year 2032), Design Load: HS 20, Features Intersected: TRIB LAKE FORK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 188.304, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 54.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 542015, Location: .7M SW ELKHART INT (Lat: 40.010222, Lng: -89.499833), Route carried "on" structure: Interstate 55, Year Built: 1974, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 33,600 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 28,915 (year 2032), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 183.106, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 542015, Location: .7M SW ELKHART INT (Lat: 40.010222, Lng: -89.499833), Route carried "on" structure: Interstate 55, Year Built: 1974, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 33,600 (year 2021), Truck Traffic: 27%, Average Future Daily Traffic: 28,915 (year 2032), Design Load: HS 20+Mod, Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 183.106, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 12 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 89.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 542016, Location: .7M NE ELKHART INT (Lat: 40.025517, Lng: -89.484700), Route carried "on" structure: Interstate 55, Year Built: 1974, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 33,400 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 28,714 (year 2032), Design Load: HS 20, Features Intersected: HURLBUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.456, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 72.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
Structure Number: 542016, Location: .7M NE ELKHART INT (Lat: 40.025517, Lng: -89.484700), Route carried "on" structure: Interstate 55, Year Built: 1974, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 33,400 (year 2021), Truck Traffic: 28%, Average Future Daily Traffic: 28,714 (year 2032), Design Load: HS 20, Features Intersected: HURLBUT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 185.456, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.1m (10.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 72.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022
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Structure Number: 543024, Location: 3.5 MI E ELKHART (Lat: 40.019697, Lng: -89.415275), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1982, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 38%, Average Future Daily Traffic: 1,004 (year 2032), Design Load: HS 20, Features Intersected: LAKE FORK OVERFLOW, Facility Carried by Structure: MT PULASKI-ELKHART
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 543024, Location: 3.5 MI E ELKHART (Lat: 40.019697, Lng: -89.415275), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1982, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 38%, Average Future Daily Traffic: 1,004 (year 2032), Design Load: HS 20, Features Intersected: LAKE FORK OVERFLOW, Facility Carried by Structure: MT PULASKI-ELKHART
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 543049, Location: 3 MI E ELKHART (Lat: 40.019689, Lng: -89.419194), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 38%, Average Future Daily Traffic: 1,004 (year 2032), Design Load: HS 20, Features Intersected: LAKE FORK CREEK, Facility Carried by Structure: MT PULASKI ELKHART
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.937, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 543049, Location: 3 MI E ELKHART (Lat: 40.019689, Lng: -89.419194), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 1,000 (year 2016), Truck Traffic: 38%, Average Future Daily Traffic: 1,004 (year 2032), Design Load: HS 20, Features Intersected: LAKE FORK CREEK, Facility Carried by Structure: MT PULASKI ELKHART
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.937, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 543057, Location: 1 MI S ELKHART (Lat: 40.006067, Lng: -89.484061), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 226 (year 2032), Design Load: HS 20, Features Intersected: TR 199A, Facility Carried by Structure: CH 12S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Built-up
Structure Number: 543057, Location: 1 MI S ELKHART (Lat: 40.006067, Lng: -89.484061), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 300 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 226 (year 2032), Design Load: HS 20, Features Intersected: TR 199A, Facility Carried by Structure: CH 12S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Built-up
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Structure Number: 543902, Location: CENTER OF ELKHART (Lat: 40.020281, Lng: -89.485586), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 1,200 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 904 (year 2032), Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: FAS 566
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 543902, Location: CENTER OF ELKHART (Lat: 40.020281, Lng: -89.485586), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 1,200 (year 2011), Truck Traffic: 8%, Average Future Daily Traffic: 904 (year 2032), Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: FAS 566
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 35.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 543906, Location: 4 MI W BROADWELL (Lat: 40.063656, Lng: -89.524025), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: SALT CK TRIB, Facility Carried by Structure: CH 63E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 543906, Location: 4 MI W BROADWELL (Lat: 40.063656, Lng: -89.524025), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: SALT CK TRIB, Facility Carried by Structure: CH 63E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 543907, Location: 3.5 MI W BROADWELL (Lat: 40.063689, Lng: -89.514567), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: SALT CK TRIB, Facility Carried by Structure: CH 63E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 543907, Location: 3.5 MI W BROADWELL (Lat: 40.063689, Lng: -89.514567), Route carried "on" structure: County highway , Year Built: 1938, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 50 (year 2032), Features Intersected: SALT CK TRIB, Facility Carried by Structure: CH 63E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.472, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.8m (12.5ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 21.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 543922, Location: 1 M E ELKHART (Lat: 40.020211, Lng: -89.457014), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 625 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 552 (year 2032), Design Load: HS 20, Features Intersected: LAKE FORK CREEK TRIB, Facility Carried by Structure: FAS 566
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.686, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 543922, Location: 1 M E ELKHART (Lat: 40.020211, Lng: -89.457014), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 625 (year 2016), Truck Traffic: 18%, Average Future Daily Traffic: 552 (year 2032), Design Load: HS 20, Features Intersected: LAKE FORK CREEK TRIB, Facility Carried by Structure: FAS 566
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.686, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.6m (11.8ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 544405, Location: 1 S 4 MI EMIDDLETOWN (Lat: 40.076725, Lng: -89.515058), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 21%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK TRIB., Facility Carried by Structure: TR 161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.325, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 544405, Location: 1 S 4 MI EMIDDLETOWN (Lat: 40.076725, Lng: -89.515058), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 21%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20, Features Intersected: SALT CREEK TRIB., Facility Carried by Structure: TR 161
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.325, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.4m (73.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, 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: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 544614, Location: 1 MI N ELKHART (Lat: 40.031175, Lng: -89.484206), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20+Mod, Features Intersected: LAKE FORK TRIB, Facility Carried by Structure: TR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 544614, Location: 1 MI N ELKHART (Lat: 40.031175, Lng: -89.484206), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 75 (year 2020), Truck Traffic: 40%, Average Future Daily Traffic: 75 (year 2032), Design Load: HS 20+Mod, Features Intersected: LAKE FORK TRIB, Facility Carried by Structure: TR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.959, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.6m (18.4ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 544653, Location: 2 MI S BROADWELL (Lat: 40.035808, Lng: -89.442314), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 15, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: TR 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 544653, Location: 2 MI S BROADWELL (Lat: 40.035808, Lng: -89.442314), Route carried "on" structure: County highway , Year Built: 1957, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 15, Features Intersected: LOCAL DRAINAGE, Facility Carried by Structure: TR 92
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 30.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 544654, Location: 2 MI SE ELKHART (Lat: 39.997900, Lng: -89.422039), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 75 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 15, Features Intersected: LAKE FORK CK. TRIB., Facility Carried by Structure: TR 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
Structure Number: 544654, Location: 2 MI SE ELKHART (Lat: 39.997900, Lng: -89.422039), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 75 (year 2016), Truck Traffic: 19%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 15, Features Intersected: LAKE FORK CK. TRIB., Facility Carried by Structure: TR 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020
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Structure Number: 544802, Location: 1 W 1 MI S ELKHART (Lat: 40.009469, Lng: -89.502967), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 15, Features Intersected: Lake Fork Creek Trib, Facility Carried by Structure: TR-56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 544802, Location: 1 W 1 MI S ELKHART (Lat: 40.009469, Lng: -89.502967), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 15, Features Intersected: Lake Fork Creek Trib, Facility Carried by Structure: TR-56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.4m (14.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 540038, Location: ELKHART INTERCHANGE (Lat: 40.020200, Lng: -89.496331), Route carried "under" structure: Interstate 55, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 33,400 (year 2021), Truck Traffic: 28%, Features Intersected: I-55, Facility Carried by Structure: FAS 566 (CH 10)
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 184.249, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.6m (123.4ft)
Structure Number: 540038, Location: ELKHART INTERCHANGE (Lat: 40.020200, Lng: -89.496331), Route carried "under" structure: Interstate 55, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 33,400 (year 2021), Truck Traffic: 28%, Features Intersected: I-55, Facility Carried by Structure: FAS 566 (CH 10)
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 184.249, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.6m (123.4ft)
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Structure Number: 543022, Location: 0.5 MI E ELKHART (Lat: 40.020264, Lng: -89.470572), Route carried "under" structure: County highway , Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 625 (year 2016), Truck Traffic: 18%, Features Intersected: CH 10, Facility Carried by Structure: WALKWAY
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 9.527, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 6.7m (22.0ft)
Structure Number: 543022, Location: 0.5 MI E ELKHART (Lat: 40.020264, Lng: -89.470572), Route carried "under" structure: County highway , Year Built: 1915, Structure Length: 0. m, Average Daily Traffic: 625 (year 2016), Truck Traffic: 18%, Features Intersected: CH 10, Facility Carried by Structure: WALKWAY
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 9.527, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Arch - Deck, Length of Maximum Span: 6.7m (22.0ft)
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Structure Number: 543057, Location: 1 MI S ELKHART (Lat: 40.005761, Lng: -89.484061), Route carried "under" structure: County highway , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 23%, Features Intersected: TR 199A, Facility Carried by Structure: CH 12S
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 5.198, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 543057, Location: 1 MI S ELKHART (Lat: 40.005761, Lng: -89.484061), Route carried "under" structure: County highway , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1,000 (year 2011), Truck Traffic: 23%, Features Intersected: TR 199A, Facility Carried by Structure: CH 12S
Minimum Vertical Clearance: 6.45m (21.16ft), Kilometerpoint: 5.198, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft)