Bridge Statistics for Bellwood, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 34Number of bridges
- 515ft / 157mTotal length
- $643,000Total costs
- 364,825Total average daily traffic
- 22,962Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bellwood
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 101920-1929
- 11930-1939
- 51950-1959
- 121960-1969
- 21990-1999
- 12000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 41960-1969
- 11970-1979
- 71980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 6.3%Good
- 56.3%Satisfactory
- 18.8%Fair
- 18.8%Poor
- Bridge Condition - Superstructure
- 18.8%Very good
- 12.5%Good
- 37.5%Satisfactory
- 6.3%Fair
- 25.0%Poor
- Bridge Condition - Substructure
- 18.8%Very good
- 31.3%Good
- 12.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Channel
- 16.7%Very good
- 16.7%Good
- 55.6%Satisfactory
- 5.6%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 20.0%Satisfactory
- 50.0%Fair
- 20.0%Poor
- 10.0%Serious
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Structure Number: 160646, Location: 0.7 M E US 45 P20 (Lat: 41.881900, Lng: -87.869117), Route carried "on" structure: Other road , Year Built: 1931, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 9,850 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,188 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $212,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 160646, Location: 0.7 M E US 45 P20 (Lat: 41.881900, Lng: -87.869117), Route carried "on" structure: Other road , Year Built: 1931, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 9,850 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 20,188 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: WASHINGTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.5 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $141,000, Roadway Improvement Cost: $14,000, Total Project Cost: $212,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 160686, Location: 3 M W IL 43 (Lat: 41.871031, Lng: -87.863169), Route carried "on" structure: Other road , Year Built: 1951, Year Reconstructed: 1984, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 16,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 20,600 (year 2032), Design Load: HS 20, Features Intersected: I-290 IKE, Facility Carried by Structure: 25TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.782, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 160686, Location: 3 M W IL 43 (Lat: 41.871031, Lng: -87.863169), Route carried "on" structure: Other road , Year Built: 1951, Year Reconstructed: 1984, Status: Open, Structure Length: 7.00m (22.97ft), Average Daily Traffic: 16,100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 20,600 (year 2032), Design Load: HS 20, Features Intersected: I-290 IKE, Facility Carried by Structure: 25TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.782, Lanes on structure: 4, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.1m (62.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 21.1m (69.2ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 30.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 161042, Location: 0.7 M E US 45 (Lat: 41.878206, Lng: -87.869044), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,240 (year 2032), Features Intersected: ADDISON CREEK, Facility Carried by Structure: MADISON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $431,000
Structure Number: 161042, Location: 0.7 M E US 45 (Lat: 41.878206, Lng: -87.869044), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 8,240 (year 2032), Features Intersected: ADDISON CREEK, Facility Carried by Structure: MADISON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.62m (5.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $431,000
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Structure Number: 162714, Location: 0.7 M E US 45 (Lat: 41.887139, Lng: -87.870506), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 10,700 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 16,274 (year 2032), Design Load: HS 20, Features Intersected: ADDISON CREEK, Facility Carried by Structure: ST CHARLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.232, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.5 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, 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 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 162714, Location: 0.7 M E US 45 (Lat: 41.887139, Lng: -87.870506), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 0.90m (2.95ft), Average Daily Traffic: 10,700 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 16,274 (year 2032), Design Load: HS 20, Features Intersected: ADDISON CREEK, Facility Carried by Structure: ST CHARLES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.232, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.8m (65.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 50.5 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, 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 48 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16323, Location: 0.5 MI E US45 (Lat: 41.871244, Lng: -87.872361), Route carried "on" structure: Other road , Year Built: 1952, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,657 (year 2032), Design Load: HS 20, Features Intersected: ADDISON CR, Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16323, Location: 0.5 MI E US45 (Lat: 41.871244, Lng: -87.872361), Route carried "on" structure: Other road , Year Built: 1952, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 2,000 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 3,657 (year 2032), Design Load: HS 20, Features Intersected: ADDISON CR, Facility Carried by Structure: HARRISON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 166351, Location: .3 M S of Lake St (Lat: 41.891603, Lng: -87.863953), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 12.08m (39.63ft), Average Daily Traffic: 21,800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 27,500 (year 2042), Design Load: HS 25 or greater, Features Intersected: Union Pacific RR, Facility Carried by Structure: 25th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.497, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 166351, Location: .3 M S of Lake St (Lat: 41.891603, Lng: -87.863953), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 12.08m (39.63ft), Average Daily Traffic: 21,800 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 27,500 (year 2042), Design Load: HS 25 or greater, Features Intersected: Union Pacific RR, Facility Carried by Structure: 25th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.497, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 3.2m (10.5ft), Right: 0.0m, Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.5m (67.3ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 166575, Location: 0.7 M E US 45 (Lat: 41.872753, Lng: -87.868947), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 425 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 421 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: VAN BUREN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.6m (5.2ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2020
Structure Number: 166575, Location: 0.7 M E US 45 (Lat: 41.872753, Lng: -87.868947), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 425 (year 2018), Truck Traffic: 18%, Average Future Daily Traffic: 421 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: VAN BUREN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.6m (5.2ft)
Condition: Channel: Very good, Culverts: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: October 2020
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Structure Number: 166576, Location: 0.72 M E MANHEIM P20 (Lat: 41.874578, Lng: -87.869017), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 318 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: November 2021
Structure Number: 166576, Location: 0.72 M E MANHEIM P20 (Lat: 41.874578, Lng: -87.869017), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 550 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 318 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: JACKSON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: November 2021
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Structure Number: 166577, Location: 0.72 M E MANHEIM P20 (Lat: 41.875492, Lng: -87.868903), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 318 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: ADAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 166577, Location: 0.72 M E MANHEIM P20 (Lat: 41.875492, Lng: -87.868903), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 225 (year 2018), Truck Traffic: 21%, Average Future Daily Traffic: 318 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: ADAMS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 166578, Location: 0.72 M E MANHEIM P20 (Lat: 41.876372, Lng: -87.869017), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 325 (year 2018), Average Future Daily Traffic: 318 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: WILCOX ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: 166578, Location: 0.72 M E MANHEIM P20 (Lat: 41.876372, Lng: -87.869017), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 325 (year 2018), Average Future Daily Traffic: 318 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: WILCOX ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.159, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Serious, Operating Rating: 37.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: 166579, Location: 0.72 M E MANHEIM P20 (Lat: 41.877303, Lng: -87.869208), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 524 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: MONROE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: Meets minimum limits, 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: November 2021
Structure Number: 166579, Location: 0.72 M E MANHEIM P20 (Lat: 41.877303, Lng: -87.869208), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1994, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 175 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 524 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: MONROE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.869, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Poor, 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: Meets minimum limits, 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: November 2021
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Structure Number: 16658, Location: 0.7 M E. US 45 (Lat: 41.871636, Lng: -87.869314), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 524 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: 30TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2021
Structure Number: 16658, Location: 0.7 M E. US 45 (Lat: 41.871636, Lng: -87.869314), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 30%, Average Future Daily Traffic: 524 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: 30TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2021
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Structure Number: 166581, Location: 0.6 M E US 45 (Lat: 41.871567, Lng: -87.870531), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,039 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: 31ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.7m (5.6ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 33.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 166581, Location: 0.6 M E US 45 (Lat: 41.871567, Lng: -87.870531), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 450 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,039 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: 31ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.7m (5.6ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 33.2 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 166582, Location: 0.6 M E US 45 (Lat: 41.871542, Lng: -87.871758), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 524 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: 32ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2021
Structure Number: 166582, Location: 0.6 M E US 45 (Lat: 41.871542, Lng: -87.871758), Route carried "on" structure: City street , Year Built: 1928, Year Reconstructed: 1969, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 75 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 524 (year 2032), Features Intersected: ADDISON CR, Facility Carried by Structure: 32ND AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: 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: April 2021
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Structure Number: 101003, Location: 2.5 MI S ILL 75 (Lat: 42.457639, Lng: -89.019606), Route carried "on" structure: State highway 251, Year Built: 1967, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 13,400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,600 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.701, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 101003, Location: 2.5 MI S ILL 75 (Lat: 42.457639, Lng: -89.019606), Route carried "on" structure: State highway 251, Year Built: 1967, Status: Open, Structure Length: 12.89m (42.29ft), Average Daily Traffic: 13,400 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 10,600 (year 2040), Design Load: HS 20, Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 212.701, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 6 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 1010101, Location: 0.4 MI S HARRISON AV (Lat: 42.232142, Lng: -89.028839), Route carried "on" structure: Other road , Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 24,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 27,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR, Facility Carried by Structure: ALPINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.822, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 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: Better than 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010101, Location: 0.4 MI S HARRISON AV (Lat: 42.232142, Lng: -89.028839), Route carried "on" structure: Other road , Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 4.53m (14.86ft), Average Daily Traffic: 24,000 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 27,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: UNION PACIFIC RR, Facility Carried by Structure: ALPINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.822, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 46.0 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: Better than 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: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010109, Location: IN ROCKTON (Lat: 42.449281, Lng: -89.072481), Route carried "on" structure: State highway 75, Year Built: 1927, Year Reconstructed: 1974, Status: Open, Structure Length: 17.32m (56.82ft), Average Daily Traffic: 7,750 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.068, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 0.6m (2.0ft), Horizontal Clearance: 19.2m (63.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 1010109, Location: IN ROCKTON (Lat: 42.449281, Lng: -89.072481), Route carried "on" structure: State highway 75, Year Built: 1927, Year Reconstructed: 1974, Status: Open, Structure Length: 17.32m (56.82ft), Average Daily Traffic: 7,750 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 12,000 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.068, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 0.6m (2.0ft), Horizontal Clearance: 19.2m (63.0ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2021, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 101012, Location: .2 MI S RT 20 BR (Lat: 42.277831, Lng: -89.192850), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2011, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 1,150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: US RT 20, Facility Carried by Structure: WELDON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.0 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: 54.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 101012, Location: .2 MI S RT 20 BR (Lat: 42.277831, Lng: -89.192850), Route carried "on" structure: County highway , Year Built: 1961, Year Reconstructed: 2011, Status: Open, Structure Length: 8.02m (26.31ft), Average Daily Traffic: 1,150 (year 2012), Truck Traffic: 1%, Average Future Daily Traffic: 2,200 (year 2040), Design Load: HS 25 or greater, Features Intersected: US RT 20, Facility Carried by Structure: WELDON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.851, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 71.0 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: 54.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010124, Location: IN ROCKTON (Lat: 42.451031, Lng: -89.059511), Route carried "on" structure: Other road , Year Built: 1966, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: ILL 2, Facility Carried by Structure: HONONEGAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.9m (78.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1010124, Location: IN ROCKTON (Lat: 42.451031, Lng: -89.059511), Route carried "on" structure: Other road , Year Built: 1966, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 5,000 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 7,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: ILL 2, Facility Carried by Structure: HONONEGAH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.883, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.9m (78.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1010125, Location: 0.1 M S HONONEGAH RD (Lat: 42.450150, Lng: -89.059767), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Posted for load, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.612, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 36.3m (119.1ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 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: 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 1010125, Location: 0.1 M S HONONEGAH RD (Lat: 42.450150, Lng: -89.059767), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Posted for load, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.612, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 36.3m (119.1ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 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: 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1010126, Location: 0.1 M S HONONEGAH RD (Lat: 42.450033, Lng: -89.059753), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Posted for load, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.596, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 36.3m (119.1ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 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: 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 1010126, Location: 0.1 M S HONONEGAH RD (Lat: 42.450033, Lng: -89.059753), Route carried "on" structure: State highway 2, Year Built: 1966, Status: Posted for load, Structure Length: 18.59m (60.99ft), Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 108.596, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 36.3m (119.1ft)), Material/Design: Steel continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 36.4m (119.4ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.4 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: 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, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 1010127, Location: 0.3 M S HONONEGAH RD (Lat: 42.441836, Lng: -89.061719), Route carried "on" structure: State highway 2, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOO RR &OLD RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.710, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010127, Location: 0.3 M S HONONEGAH RD (Lat: 42.441836, Lng: -89.061719), Route carried "on" structure: State highway 2, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOO RR &OLD RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.710, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1010128, Location: 0.3 M S HONONEGAH RD (Lat: 42.441681, Lng: -89.061842), Route carried "on" structure: State highway 2, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOO RR &OLD RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.694, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1010128, Location: 0.3 M S HONONEGAH RD (Lat: 42.441681, Lng: -89.061842), Route carried "on" structure: State highway 2, Year Built: 1966, Year Reconstructed: 1991, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 4,200 (year 2040), Design Load: HS 20+Mod, Features Intersected: SOO RR &OLD RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 107.694, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 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: Meets minimum limits, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 101308, Location: .4 MI W. OF ROCKTON (Lat: 42.460269, Lng: -89.095086), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 11.32m (37.14ft), Average Daily Traffic: 2,250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER, Facility Carried by Structure: ROCKTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 27.1m (88.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: 101308, Location: .4 MI W. OF ROCKTON (Lat: 42.460269, Lng: -89.095086), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 11.32m (37.14ft), Average Daily Traffic: 2,250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: ROCK RIVER, Facility Carried by Structure: ROCKTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 1.8m (5.9ft), Horizontal Clearance: 27.1m (88.9ft)), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 40.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum 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: 1013082, Location: W. EDGE OF ROCKTON (Lat: 42.455500, Lng: -89.082764), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 2,250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: ROCKTN DAM MILL RACE, Facility Carried by Structure: ROCKTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1013082, Location: W. EDGE OF ROCKTON (Lat: 42.455500, Lng: -89.082764), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 2,250 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,000 (year 2040), Design Load: HS 20, Features Intersected: ROCKTN DAM MILL RACE, Facility Carried by Structure: ROCKTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.9m (65.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 37.6 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 101511, Location: .5 MI N OF ROSCOE RD (Lat: 42.419336, Lng: -89.059800), Route carried "on" structure: Other road , Year Built: 1967, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,400 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: OLD RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 101511, Location: .5 MI N OF ROSCOE RD (Lat: 42.419336, Lng: -89.059800), Route carried "on" structure: Other road , Year Built: 1967, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 2,400 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 4,500 (year 2040), Design Load: HS 20, Features Intersected: UNNAMED CREEK, Facility Carried by Structure: OLD RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 160647, Location: 0.74 M EUS45 P20 (Lat: 41.881903, Lng: -87.868922), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 9,850 (year 2021), Truck Traffic: 3%, Features Intersected: WASHINGTON BLVD, Facility Carried by Structure: IHB RR
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 1.561, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 15.2m (49.9ft)
Structure Number: 160647, Location: 0.74 M EUS45 P20 (Lat: 41.881903, Lng: -87.868922), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 9,850 (year 2021), Truck Traffic: 3%, Features Intersected: WASHINGTON BLVD, Facility Carried by Structure: IHB RR
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 1.561, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 15.2m (49.9ft)
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Structure Number: 160675, Location: 0.8 M E US 45 P20 (Lat: 41.887383, Lng: -87.868758), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2018), Truck Traffic: 4%, Features Intersected: ST CHARLES RD, Facility Carried by Structure: IHB RR
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 4.377, Lanes under structure: 4, Material/Design: Concrete, Length of Maximum Span: 21.3m (69.9ft)
Structure Number: 160675, Location: 0.8 M E US 45 P20 (Lat: 41.887383, Lng: -87.868758), Route carried "under" structure: Other road , Year Built: 1900, Structure Length: 0. m, Average Daily Traffic: 10,700 (year 2018), Truck Traffic: 4%, Features Intersected: ST CHARLES RD, Facility Carried by Structure: IHB RR
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 4.377, Lanes under structure: 4, Material/Design: Concrete, Length of Maximum Span: 21.3m (69.9ft)
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Structure Number: 160686, Location: 3 M W IL 43 (Lat: 41.871031, Lng: -87.863169), Route carried "under" structure: Interstate 290, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 163,600 (year 2021), Truck Traffic: 6%, Features Intersected: I-290 IKE, Facility Carried by Structure: 25TH AVE
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 29.853, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.1m (62.7ft)
Structure Number: 160686, Location: 3 M W IL 43 (Lat: 41.871031, Lng: -87.863169), Route carried "under" structure: Interstate 290, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 163,600 (year 2021), Truck Traffic: 6%, Features Intersected: I-290 IKE, Facility Carried by Structure: 25TH AVE
Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 29.853, Lanes on structure: 4, Lanes under structure: 7, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.1m (62.7ft)
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Structure Number: 160864, Location: 0.81 M E 12-45 P20 (Lat: 41.878219, Lng: -87.867681), Route carried "under" structure: Other road , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 6%, Features Intersected: MADISON ST, Facility Carried by Structure: IHB RR
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 1.287, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 160864, Location: 0.81 M E 12-45 P20 (Lat: 41.878219, Lng: -87.867681), Route carried "under" structure: Other road , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 6%, Features Intersected: MADISON ST, Facility Carried by Structure: IHB RR
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 1.287, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 160865, Location: 0.8 M E 12-45 P20 (Lat: 41.878219, Lng: -87.867486), Route carried "under" structure: Other road , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 6%, Features Intersected: MADISON ST, Facility Carried by Structure: IHB RR
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.304, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 160865, Location: 0.8 M E 12-45 P20 (Lat: 41.878219, Lng: -87.867486), Route carried "under" structure: Other road , Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 5,300 (year 2018), Truck Traffic: 6%, Features Intersected: MADISON ST, Facility Carried by Structure: IHB RR
Minimum Vertical Clearance: 4.55m (14.93ft), Kilometerpoint: 1.304, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 20.1m (65.9ft)
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Structure Number: 1010124, Location: IN ROCKTON (Lat: 42.451172, Lng: -89.059736), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Features Intersected: ILL 2, Facility Carried by Structure: HONONEGAH ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 108.708, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.9m (78.4ft)
Structure Number: 1010124, Location: IN ROCKTON (Lat: 42.451172, Lng: -89.059736), Route carried "under" structure: State highway 2, Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 7,950 (year 2021), Truck Traffic: 7%, Features Intersected: ILL 2, Facility Carried by Structure: HONONEGAH ROAD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 108.708, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.9m (78.4ft)
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Structure Number: 1010127, Location: 0.3 M S HONONEGAH RD (Lat: 42.441656, Lng: -89.061553), Route carried "under" structure: Other road , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,050 (year 2017), Truck Traffic: 6%, Features Intersected: SOO RR &OLD RIVER RD, Facility Carried by Structure: IL 2 S B
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 1.191, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 1010127, Location: 0.3 M S HONONEGAH RD (Lat: 42.441656, Lng: -89.061553), Route carried "under" structure: Other road , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,050 (year 2017), Truck Traffic: 6%, Features Intersected: SOO RR &OLD RIVER RD, Facility Carried by Structure: IL 2 S B
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 1.191, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 1010128, Location: 0.3 M S HONONEGAH RD (Lat: 42.441836, Lng: -89.061719), Route carried "under" structure: Other road , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,050 (year 2017), Truck Traffic: 6%, Features Intersected: SOO RR &OLD RIVER RD, Facility Carried by Structure: ILL 2 N B
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 1.159, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 1010128, Location: 0.3 M S HONONEGAH RD (Lat: 42.441836, Lng: -89.061719), Route carried "under" structure: Other road , Year Built: 1966, Structure Length: 0. m, Average Daily Traffic: 2,050 (year 2017), Truck Traffic: 6%, Features Intersected: SOO RR &OLD RIVER RD, Facility Carried by Structure: ILL 2 N B
Minimum Vertical Clearance: 5.87m (19.26ft), Kilometerpoint: 1.159, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft)