Bridge Statistics for Havana, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 407ft / 124mTotal length
- $10,679,000Total costs
- 26,210Total average daily traffic
- 4,061Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Havana
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 11940-1949
- 11950-1959
- 11960-1969
- 21980-1989
- 21990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 11990-1999
- Bridge Condition - Deck
- 11.1%Very good
- 11.1%Good
- 77.8%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 11.1%Good
- 11.1%Satisfactory
- 44.4%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 11.1%Very good
- 22.2%Good
- 55.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 18.2%Very good
- 36.4%Good
- 45.5%Satisfactory
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Structure Number: 290012, Location: .25 MI W OF HAVANA (Lat: 40.295786, Lng: -90.079072), Route carried "on" structure: US 136, Year Built: 1936, Year Reconstructed: 1993, Status: Open, Structure Length: 7.09m (23.26ft), Average Daily Traffic: 5,600 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,242 (year 2032), Design Load: HS 20, Features Intersected: LACY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 126.314, Lanes on structure: 2, 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: 19.4m (63.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 290012, Location: .25 MI W OF HAVANA (Lat: 40.295786, Lng: -90.079072), Route carried "on" structure: US 136, Year Built: 1936, Year Reconstructed: 1993, Status: Open, Structure Length: 7.09m (23.26ft), Average Daily Traffic: 5,600 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,242 (year 2032), Design Load: HS 20, Features Intersected: LACY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 126.314, Lanes on structure: 2, 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: 19.4m (63.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2020, Underwater Inspection Date: September 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 290021, Location: .1 N. JCT136&ILL 78 (Lat: 40.298844, Lng: -90.086000), Route carried "on" structure: State highway 78, Year Built: 1936, Year Reconstructed: 1989, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,578 (year 2032), Design Load: HS 20, Features Intersected: LACY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.175, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 290021, Location: .1 N. JCT136&ILL 78 (Lat: 40.298844, Lng: -90.086000), Route carried "on" structure: State highway 78, Year Built: 1936, Year Reconstructed: 1989, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,578 (year 2032), Design Load: HS 20, Features Intersected: LACY DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 73.175, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.6m (64.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 290043, Location: 2 MI N JCT 136 ENT (Lat: 40.323592, Lng: -90.087003), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 9 (year 2032), Design Load: H 10, Features Intersected: THOMPSON LAKE DIT, Facility Carried by Structure: PRIVATE ENTR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $28,000, Total Project Cost: $420,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 290043, Location: 2 MI N JCT 136 ENT (Lat: 40.323592, Lng: -90.087003), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 9 (year 2032), Design Load: H 10, Features Intersected: THOMPSON LAKE DIT, Facility Carried by Structure: PRIVATE ENTR.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.97m (16.31ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $28,000, Total Project Cost: $420,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 290055, Location: 1.5 MI N JCT US 136 (Lat: 40.311322, Lng: -90.086042), Route carried "on" structure: State highway 78, Year Built: 1989, Status: Open, Structure Length: 11.90m (39.04ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,578 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 290055, Location: 1.5 MI N JCT US 136 (Lat: 40.311322, Lng: -90.086042), Route carried "on" structure: State highway 78, Year Built: 1989, Status: Open, Structure Length: 11.90m (39.04ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,578 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.559, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 39.9 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 minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 290056, Location: 1 MI N JCT 136 (Lat: 40.307275, Lng: -90.086025), Route carried "on" structure: State highway 78, Year Built: 1989, Status: Open, Structure Length: 18.04m (59.19ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,578 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.108, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 68.0m (223.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 290056, Location: 1 MI N JCT 136 (Lat: 40.307275, Lng: -90.086025), Route carried "on" structure: State highway 78, Year Built: 1989, Status: Open, Structure Length: 18.04m (59.19ft), Average Daily Traffic: 3,300 (year 2021), Truck Traffic: 13%, Average Future Daily Traffic: 3,578 (year 2032), Design Load: HS 20, Features Intersected: SPOON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 74.108, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 68.0m (223.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, 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: 32.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 290058, Location: 3 MI N US136 & IL 78 (Lat: 40.342367, Lng: -90.089031), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 605 (year 2032), Design Load: HS 20, Features Intersected: CRABTREE CREEK, Facility Carried by Structure: FAS 457-DICKSON MN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.8 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 290058, Location: 3 MI N US136 & IL 78 (Lat: 40.342367, Lng: -90.089031), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 605 (year 2032), Design Load: HS 20, Features Intersected: CRABTREE CREEK, Facility Carried by Structure: FAS 457-DICKSON MN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 53.8 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 290076, Location: 0.9mi W of IL 78/97 (Lat: 40.342536, Lng: -90.105369), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 605 (year 2032), Design Load: HS 25 or greater, Features Intersected: Dickson Creek, Facility Carried by Structure: FAS 457 (CH 31)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.966, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 290076, Location: 0.9mi W of IL 78/97 (Lat: 40.342536, Lng: -90.105369), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 525 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 605 (year 2032), Design Load: HS 25 or greater, Features Intersected: Dickson Creek, Facility Carried by Structure: FAS 457 (CH 31)
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.966, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 44.1 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 630002, Location: W EDGE OF HAVANA (Lat: 40.295019, Lng: -90.074122), Route carried "on" structure: US 136, Year Built: 1936, Year Reconstructed: 1998, Status: Open, Structure Length: 52.64m (172.70ft), Average Daily Traffic: 5,600 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,242 (year 2032), Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 126.716, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 14.6m (47.9ft), Horizontal Clearance: 106.7m (350.1ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 128.0m (419.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 52.64m (172.70ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $6,839,000, Roadway Improvement Cost: $684,000, Total Project Cost: $10,259,000, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 630002, Location: W EDGE OF HAVANA (Lat: 40.295019, Lng: -90.074122), Route carried "on" structure: US 136, Year Built: 1936, Year Reconstructed: 1998, Status: Open, Structure Length: 52.64m (172.70ft), Average Daily Traffic: 5,600 (year 2021), Truck Traffic: 20%, Average Future Daily Traffic: 5,242 (year 2032), Features Intersected: ILLINOIS RIVER
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 126.716, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 14.6m (47.9ft), Horizontal Clearance: 106.7m (350.1ft)), Material/Design: Steel continuous, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 5, Length of Maximum Span: 128.0m (419.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 52.64m (172.70ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $6,839,000, Roadway Improvement Cost: $684,000, Total Project Cost: $10,259,000, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 632006, Location: 2.8MI S JCT 78/136 (Lat: 40.256242, Lng: -90.085511), Route carried "on" structure: State highway 78, Year Built: 1931, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 2,176 (year 2032), Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
Structure Number: 632006, Location: 2.8MI S JCT 78/136 (Lat: 40.256242, Lng: -90.085511), Route carried "on" structure: State highway 78, Year Built: 1931, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,800 (year 2021), Truck Traffic: 17%, Average Future Daily Traffic: 2,176 (year 2032), Features Intersected: WHITE OAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.770, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 36.6 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021
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Structure Number: 633012, Location: N CITY LIMITS HAVANA (Lat: 40.311383, Lng: -90.056133), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 1992, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 2,150 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,829 (year 2032), Design Load: HS 20, Features Intersected: C & IM RR CO, Facility Carried by Structure: FAS 567
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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 minimum 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: 633012, Location: N CITY LIMITS HAVANA (Lat: 40.311383, Lng: -90.056133), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 1992, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 2,150 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 2,829 (year 2032), Design Load: HS 20, Features Intersected: C & IM RR CO, Facility Carried by Structure: FAS 567
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 10, Length of Maximum Span: 23.0m (75.5ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 22.7 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 minimum 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: 6351, Location: 2.5 MI S HAVANA (Lat: 40.249378, Lng: -90.062569), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 6351, Location: 2.5 MI S HAVANA (Lat: 40.249378, Lng: -90.062569), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2019), Truck Traffic: 20%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 5 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 635102, Location: 3.5 MI S HAVANA (Lat: 40.239942, Lng: -90.047267), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 109 (year 2032), Design Load: H 15, Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 635102, Location: 3.5 MI S HAVANA (Lat: 40.239942, Lng: -90.047267), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.29m (4.23ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 109 (year 2032), Design Load: H 15, Features Intersected: WHITE OAK CREEK, Facility Carried by Structure: TR 105
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.297, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 637001, Location: HAVANA (Lat: 40.300092, Lng: -90.066225), Route carried "under" structure: City street , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 25 (year 2019), Features Intersected: MAIN STREET, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.032, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 14.6m (47.9ft)
Structure Number: 637001, Location: HAVANA (Lat: 40.300092, Lng: -90.066225), Route carried "under" structure: City street , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 25 (year 2019), Features Intersected: MAIN STREET, Facility Carried by Structure: PEDESTRIAN WALKWAY
Minimum Vertical Clearance: 5.33m (17.49ft), Kilometerpoint: 0.032, Lanes under structure: 2, Material/Design: Steel, Length of Maximum Span: 14.6m (47.9ft)