Bridge Statistics for Malta, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 79ft / 24.3mTotal length
- 79,460Total average daily traffic
- 24,763Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Malta
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 11960-1969
- 81970-1979
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.0%Very good
- 60.0%Good
- 20.0%Satisfactory
- Bridge Condition - Superstructure
- 80.0%Good
- 20.0%Satisfactory
- Bridge Condition - Substructure
- 80.0%Good
- 20.0%Satisfactory
- Bridge Condition - Channel
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
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Structure Number: 194304, Location: 2470N 450E (Lat: 41.989547, Lng: -88.858528), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 475 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 904 (year 2032), Design Load: HS 20, Features Intersected: TRIB. OF OWENS CREEK, Facility Carried by Structure: SCHAFER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
Structure Number: 194304, Location: 2470N 450E (Lat: 41.989547, Lng: -88.858528), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 475 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 904 (year 2032), Design Load: HS 20, Features Intersected: TRIB. OF OWENS CREEK, Facility Carried by Structure: SCHAFER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.134, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018
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Structure Number: 1946, Location: 2350N 430E (Lat: 41.971961, Lng: -88.862375), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 60%, Average Future Daily Traffic: 723 (year 2032), Design Load: HS 20, Features Intersected: BR OF OWENS CREEK, Facility Carried by Structure: RICH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1946, Location: 2350N 430E (Lat: 41.971961, Lng: -88.862375), Route carried "on" structure: County highway , Year Built: 1952, Year Reconstructed: 2000, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 350 (year 2021), Truck Traffic: 60%, Average Future Daily Traffic: 723 (year 2032), Design Load: HS 20, Features Intersected: BR OF OWENS CREEK, Facility Carried by Structure: RICH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.881, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 194607, Location: 1800N 555E (Lat: 41.892364, Lng: -88.836736), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 603 (year 2032), Design Load: HS 20, Features Intersected: BR S BR KISHWAUKEE, Facility Carried by Structure: GURLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.706, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
Structure Number: 194607, Location: 1800N 555E (Lat: 41.892364, Lng: -88.836736), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 43%, Average Future Daily Traffic: 603 (year 2032), Design Load: HS 20, Features Intersected: BR S BR KISHWAUKEE, Facility Carried by Structure: GURLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.706, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2018
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Structure Number: 194903, Location: 1645N 400E (Lat: 41.870053, Lng: -88.867031), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 30 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RV, Facility Carried by Structure: HAUMESSER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 194903, Location: 1645N 400E (Lat: 41.870053, Lng: -88.867031), Route carried "on" structure: County highway , Year Built: 1968, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 10 (year 2013), Average Future Daily Traffic: 30 (year 2032), Design Load: HS 20, Features Intersected: KISHWAUKEE RV, Facility Carried by Structure: HAUMESSER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.251, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 199904, Location: 2 MI E OGLE CO LINE (Lat: 41.899531, Lng: -88.905989), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 211 (year 2032), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: TR 42 WILLRETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.600, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 199904, Location: 2 MI E OGLE CO LINE (Lat: 41.899531, Lng: -88.905989), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 7%, Average Future Daily Traffic: 211 (year 2032), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: TR 42 WILLRETT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.600, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 199905, Location: 3 MI E OGLE CO LINE (Lat: 41.899611, Lng: -88.886281), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 482 (year 2032), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: FAS 174 LANG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 199905, Location: 3 MI E OGLE CO LINE (Lat: 41.899611, Lng: -88.886281), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 482 (year 2032), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: FAS 174 LANG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.584, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 75.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 45.4 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, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 199906, Location: 5 MI E OGLE CO LINE (Lat: 41.899825, Lng: -88.847539), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 950 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 1,265 (year 2032), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: FAS 1112 UNIVERSIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 199906, Location: 5 MI E OGLE CO LINE (Lat: 41.899825, Lng: -88.847539), Route carried "on" structure: County highway , Year Built: 1974, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 950 (year 2021), Truck Traffic: 38%, Average Future Daily Traffic: 1,265 (year 2032), Design Load: HS 20, Features Intersected: I-88, Facility Carried by Structure: FAS 1112 UNIVERSIT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.382, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 199922, Location: 4.3 MI E OGLE CO LN (Lat: 41.899775, Lng: -88.857222), Route carried "on" structure: Interstate 88, Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 21,449 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.009, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 39.6m (129.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019
Structure Number: 199922, Location: 4.3 MI E OGLE CO LN (Lat: 41.899775, Lng: -88.857222), Route carried "on" structure: Interstate 88, Year Built: 1972, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 21,449 (year 2032), Design Load: HS 20, Features Intersected: STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 140.009, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 39.6m (129.9ft), Skew: 13 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 31.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2019
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Structure Number: 199904, Location: 2 MI E OGLE CO LINE (Lat: 41.899531, Lng: -88.905989), Route carried "under" structure: Interstate 88, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Features Intersected: I-88, Facility Carried by Structure: TR 42 WILLRETT RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 135.954, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 199904, Location: 2 MI E OGLE CO LINE (Lat: 41.899531, Lng: -88.905989), Route carried "under" structure: Interstate 88, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Features Intersected: I-88, Facility Carried by Structure: TR 42 WILLRETT RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 135.954, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 199905, Location: 3 MI E OGLE CO LINE (Lat: 41.899611, Lng: -88.886281), Route carried "under" structure: Interstate 88, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Features Intersected: I-88, Facility Carried by Structure: FAS 174 LANG RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 137.595, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 199905, Location: 3 MI E OGLE CO LINE (Lat: 41.899611, Lng: -88.886281), Route carried "under" structure: Interstate 88, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Features Intersected: I-88, Facility Carried by Structure: FAS 174 LANG RD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 137.595, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 199906, Location: 5 MI E OGLE CO LINE (Lat: 41.899825, Lng: -88.847539), Route carried "under" structure: Interstate 88, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Features Intersected: I-88, Facility Carried by Structure: FAS 1112 UNIVERSIT
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 140.814, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
Structure Number: 199906, Location: 5 MI E OGLE CO LINE (Lat: 41.899825, Lng: -88.847539), Route carried "under" structure: Interstate 88, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Features Intersected: I-88, Facility Carried by Structure: FAS 1112 UNIVERSIT
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 140.814, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft)
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Structure Number: 199999, Location: 0.7 Mi E Shabbona Rd (Lat: 41.899644, Lng: -88.874464), Route carried "under" structure: Interstate 88, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Features Intersected: I-88, Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 6.91m (22.67ft), Kilometerpoint: 138.577, Lanes under structure: 10, Toll: On toll road, Material/Design: Steel continuous, Length of Maximum Span: 26.9m (88.3ft)
Structure Number: 199999, Location: 0.7 Mi E Shabbona Rd (Lat: 41.899644, Lng: -88.874464), Route carried "under" structure: Interstate 88, Year Built: 2006, Structure Length: 0. m, Average Daily Traffic: 15,400 (year 2020), Truck Traffic: 31%, Features Intersected: I-88, Facility Carried by Structure: Pedestrian Walkway
Minimum Vertical Clearance: 6.91m (22.67ft), Kilometerpoint: 138.577, Lanes under structure: 10, Toll: On toll road, Material/Design: Steel continuous, Length of Maximum Span: 26.9m (88.3ft)