Bridge Statistics for Arrowsmith, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 135ft / 40.7mTotal length
- 152,500Total average daily traffic
- 10,545Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Arrowsmith
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41950-1959
- 41960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 25.0%Very good
- 41.7%Good
- 25.0%Satisfactory
- 8.3%Poor
- Bridge Condition - Superstructure
- 41.7%Very good
- 41.7%Good
- 8.3%Satisfactory
- 8.3%Poor
- Bridge Condition - Substructure
- 33.3%Very good
- 33.3%Good
- 25.0%Satisfactory
- 8.3%Fair
- Bridge Condition - Channel
- 50.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 499925, Location: I94 2.3M S OF ILL 13 (Lat: 42.280453, Lng: -87.911711), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 58,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 61,326 (year 2032), Design Load: HS 20, Features Intersected: ILLINOIS 176
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.878, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 499925, Location: I94 2.3M S OF ILL 13 (Lat: 42.280453, Lng: -87.911711), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 58,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 61,326 (year 2032), Design Load: HS 20, Features Intersected: ILLINOIS 176
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.878, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.8 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: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 499926, Location: I94 2.3M S OF ILL 13 (Lat: 42.280317, Lng: -87.911800), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 58,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 61,326 (year 2032), Design Load: HS 20, Features Intersected: ILLINOIS 176
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.894, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 499926, Location: I94 2.3M S OF ILL 13 (Lat: 42.280317, Lng: -87.911800), Route carried "on" structure: Interstate 94, Year Built: 1958, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 58,000 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 61,326 (year 2032), Design Load: HS 20, Features Intersected: ILLINOIS 176
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.894, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 87.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 52.2 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 desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 570077, Location: 15 MI E OF BISN 55 (Lat: 40.486042, Lng: -88.657969), Route carried "on" structure: State highway 9, Year Built: 1925, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,676 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 252.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 570077, Location: 15 MI E OF BISN 55 (Lat: 40.486042, Lng: -88.657969), Route carried "on" structure: State highway 9, Year Built: 1925, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,676 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 252.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.3 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 570191, Location: .83 E OF ARROWSMITH (Lat: 40.485622, Lng: -88.616503), Route carried "on" structure: State highway 9, Year Built: 1980, Year Reconstructed: 2008, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,550 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,676 (year 2032), Design Load: HS 20, Features Intersected: BRAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 1, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 570191, Location: .83 E OF ARROWSMITH (Lat: 40.485622, Lng: -88.616503), Route carried "on" structure: State highway 9, Year Built: 1980, Year Reconstructed: 2008, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 1,550 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 1,676 (year 2032), Design Load: HS 20, Features Intersected: BRAYS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 255.991, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 1, Length of Maximum Span: 15.3m (50.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 572042, Location: 16.28 MI E BUSN 55 (Lat: 40.485911, Lng: -88.644272), Route carried "on" structure: State highway 9, Year Built: 2017, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,600 (year 2032), Design Load: HS 20, Features Intersected: MACKINAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.642, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
Structure Number: 572042, Location: 16.28 MI E BUSN 55 (Lat: 40.485911, Lng: -88.644272), Route carried "on" structure: State highway 9, Year Built: 2017, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 2,100 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 2,600 (year 2032), Design Load: HS 20, Features Intersected: MACKINAW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 253.642, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019
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Structure Number: 573203, Location: 2.0 MI SW ARROWSMITH (Lat: 40.431392, Lng: -88.669667), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2032), Design Load: HS 15, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: TR 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 573203, Location: 2.0 MI SW ARROWSMITH (Lat: 40.431392, Lng: -88.669667), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2032), Design Load: HS 15, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: TR 369
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 573205, Location: 2.0MI ESE ARROWSMITH (Lat: 40.430950, Lng: -88.593425), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 88 (year 2032), Design Load: HS 15, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: TR 546
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.536, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 573205, Location: 2.0MI ESE ARROWSMITH (Lat: 40.430950, Lng: -88.593425), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 88 (year 2032), Design Load: HS 15, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: TR 546
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.536, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 573209, Location: 2.0 MI SE ARROWSMITH (Lat: 40.421894, Lng: -88.612353), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2032), Design Load: HS 15, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: TR 536
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 573209, Location: 2.0 MI SE ARROWSMITH (Lat: 40.421894, Lng: -88.612353), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 32 (year 2032), Design Load: HS 15, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: TR 536
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 573211, Location: 2 MI SE ARROWSMITH (Lat: 40.427394, Lng: -88.603719), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 447 (year 2032), Design Load: H 20, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: FAS 487 CH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.723, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: 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 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 573211, Location: 2 MI SE ARROWSMITH (Lat: 40.427394, Lng: -88.603719), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 325 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 447 (year 2032), Design Load: H 20, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: FAS 487 CH 36
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.723, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: 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 48 months, Inspection Date: May 2019, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 573212, Location: 2.0 MI W ARROWSMITH (Lat: 40.442244, Lng: -88.667269), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 66 (year 2032), Design Load: HS 20, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: TR 347
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 573212, Location: 2.0 MI W ARROWSMITH (Lat: 40.442244, Lng: -88.667269), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 50 (year 2020), Average Future Daily Traffic: 66 (year 2032), Design Load: HS 20, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: TR 347
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 573213, Location: 2 MI S OF ARROWSMITH (Lat: 40.417064, Lng: -88.631472), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 25 or greater, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: CH 15 FAS 491
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.367, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 573213, Location: 2 MI S OF ARROWSMITH (Lat: 40.417064, Lng: -88.631472), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 275 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 195 (year 2032), Design Load: HS 25 or greater, Features Intersected: SANGAMON RIVER, Facility Carried by Structure: CH 15 FAS 491
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.367, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 573214, Location: 2.0 MI SW Arrowsmith (Lat: 40.420850, Lng: -88.664558), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 175 (year 2033), Design Load: HS 25 or greater, Features Intersected: Sagamon River, Facility Carried by Structure: CH 36 (FAS 487)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 573214, Location: 2.0 MI SW Arrowsmith (Lat: 40.420850, Lng: -88.664558), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 125 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 175 (year 2033), Design Load: HS 25 or greater, Features Intersected: Sagamon River, Facility Carried by Structure: CH 36 (FAS 487)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.042, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 573299, Location: 2.0 MI SE ARROWSMITH (Lat: 40.434731, Lng: -88.593431), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 88 (year 2032), Design Load: HS 15, Features Intersected: BR SANGAMON RIVER, Facility Carried by Structure: TR 546
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.118, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 573299, Location: 2.0 MI SE ARROWSMITH (Lat: 40.434731, Lng: -88.593431), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 88 (year 2032), Design Load: HS 15, Features Intersected: BR SANGAMON RIVER, Facility Carried by Structure: TR 546
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.118, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.1m (13.5ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 24.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 575022, Location: 4.0 MI S COLFAX (Lat: 40.500286, Lng: -88.611897), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 84 (year 2032), Design Load: HS 15, Features Intersected: BR MACKINAW RIVER, Facility Carried by Structure: TR 255A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.528, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 575022, Location: 4.0 MI S COLFAX (Lat: 40.500286, Lng: -88.611897), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 75 (year 2020), Average Future Daily Traffic: 84 (year 2032), Design Load: HS 15, Features Intersected: BR MACKINAW RIVER, Facility Carried by Structure: TR 255A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.528, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to 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 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 499925, Location: I94 2.3M S OF ILL 13 (Lat: 42.280050, Lng: -87.912131), Route carried "under" structure: State highway 176, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 7%, Features Intersected: ILLINOIS 176, Facility Carried by Structure: I-94 SB
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 61.668, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 499925, Location: I94 2.3M S OF ILL 13 (Lat: 42.280050, Lng: -87.912131), Route carried "under" structure: State highway 176, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 15,300 (year 2021), Truck Traffic: 7%, Features Intersected: ILLINOIS 176, Facility Carried by Structure: I-94 SB
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 61.668, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
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Structure Number: 499926, Location: I94 2.3M S OF ILL 13 (Lat: 42.280050, Lng: -87.911672), Route carried "under" structure: State highway 176, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 14,400 (year 2021), Truck Traffic: 5%, Features Intersected: ILLINOIS 176, Facility Carried by Structure: I-94 NB
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 61.701, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)
Structure Number: 499926, Location: I94 2.3M S OF ILL 13 (Lat: 42.280050, Lng: -87.911672), Route carried "under" structure: State highway 176, Year Built: 1958, Structure Length: 0. m, Average Daily Traffic: 14,400 (year 2021), Truck Traffic: 5%, Features Intersected: ILLINOIS 176, Facility Carried by Structure: I-94 NB
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 61.701, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.1m (88.9ft)