Bridge Statistics for Neponset, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 49ft / 15.3mTotal length
- 2,200Total average daily traffic
- 224Total average daily truck traffic
- 2,977Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Neponset
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21930-1939
- 21950-1959
- 31960-1969
- 11970-1979
- 11990-1999
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- 14.3%Serious
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 28.6%Satisfactory
- 14.3%Fair
- 14.3%Serious
- Bridge Condition - Substructure
- 14.3%Very good
- 14.3%Good
- 14.3%Satisfactory
- 57.1%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 9.1%Good
- 63.6%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 25.0%Very good
- 50.0%Satisfactory
- 25.0%Fair
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Structure Number: 62005, Location: 0.6 MI NE NEPONSET (Lat: 41.305631, Lng: -89.770131), Route carried "on" structure: US 34, Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,749 (year 2032), Design Load: HS 20, Features Intersected: E. FORK SPOON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.203, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 3 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: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 62005, Location: 0.6 MI NE NEPONSET (Lat: 41.305631, Lng: -89.770131), Route carried "on" structure: US 34, Year Built: 1974, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,400 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 1,749 (year 2032), Design Load: HS 20, Features Intersected: E. FORK SPOON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 147.203, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.8m (35.4ft), Skew: 3 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: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 86.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 64203, Location: 7 MI SW OF BUDA (Lat: 41.263181, Lng: -89.737853), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 55 (year 2032), Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 343
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 11.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 64203, Location: 7 MI SW OF BUDA (Lat: 41.263181, Lng: -89.737853), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 50 (year 2010), Average Future Daily Traffic: 55 (year 2032), Features Intersected: SPOON RIVER, Facility Carried by Structure: TR 343
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.094, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 11.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 6.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 64256, Location: 1.5 MI. SE. NEPONSET (Lat: 41.274433, Lng: -89.750900), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: SPOON RIVER EAST FOR, Facility Carried by Structure: TR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, 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: 24.6 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: 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: November 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 64256, Location: 1.5 MI. SE. NEPONSET (Lat: 41.274433, Lng: -89.750900), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: SPOON RIVER EAST FOR, Facility Carried by Structure: TR 68
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.168, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, 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: 24.6 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: 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: November 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 64257, Location: 3 MI S OF NEPONSET (Lat: 41.250661, Lng: -89.809150), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: W FORK SPOON RIVER, Facility Carried by Structure: TR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64257, Location: 3 MI S OF NEPONSET (Lat: 41.250661, Lng: -89.809150), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: W FORK SPOON RIVER, Facility Carried by Structure: TR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.7m (15.4ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 17.5 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64258, Location: 3 MI S OF NEPONSET (Lat: 41.248925, Lng: -89.809189), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: W FORK SPOON RIVER, Facility Carried by Structure: TR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64258, Location: 3 MI S OF NEPONSET (Lat: 41.248925, Lng: -89.809189), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: W FORK SPOON RIVER, Facility Carried by Structure: TR 34
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 26.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64261, Location: 4 MI SW OF NEPONSET (Lat: 41.243156, Lng: -89.828525), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: W FORK SPOON RIVER, Facility Carried by Structure: TR 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64261, Location: 4 MI SW OF NEPONSET (Lat: 41.243156, Lng: -89.828525), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 75 (year 2018), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: W FORK SPOON RIVER, Facility Carried by Structure: TR 18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.464, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 46.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64262, Location: 1 MI SE OF NEPONSET (Lat: 41.285300, Lng: -89.763953), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: SPOON RIVER EAST FOR, Facility Carried by Structure: TR 329
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 64262, Location: 1 MI SE OF NEPONSET (Lat: 41.285300, Lng: -89.763953), Route carried "on" structure: County highway , Year Built: 1959, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 27 (year 2032), Design Load: HS 15, Features Intersected: SPOON RIVER EAST FOR, Facility Carried by Structure: TR 329
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 14.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 64263, Location: 3 Mi S Neponset (Lat: 41.247022, Lng: -89.789844), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2033), Design Load: HS 25 or greater, Features Intersected: W Fork Spoon River, Facility Carried by Structure: TR 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.715, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: November 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 64263, Location: 3 Mi S Neponset (Lat: 41.247022, Lng: -89.789844), Route carried "on" structure: County highway , Year Built: 2013, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 25 (year 2010), Average Future Daily Traffic: 27 (year 2033), Design Load: HS 25 or greater, Features Intersected: W Fork Spoon River, Facility Carried by Structure: TR 46
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.715, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: November 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 65015, Location: 3 MI SW NEPONSET (Lat: 41.256331, Lng: -89.811972), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 425 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 820 (year 2032), Features Intersected: BR OF W FORK SPOON R, Facility Carried by Structure: COUNTY HIGHWAY 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
Structure Number: 65015, Location: 3 MI SW NEPONSET (Lat: 41.256331, Lng: -89.811972), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 425 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 820 (year 2032), Features Intersected: BR OF W FORK SPOON R, Facility Carried by Structure: COUNTY HIGHWAY 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020
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Structure Number: 65016, Location: 2 MI W OF NEPONSET (Lat: 41.292658, Lng: -89.837772), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 109 (year 2032), Design Load: HS 15, Features Intersected: MUD CREEK, Facility Carried by Structure: TR 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: 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: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 65016, Location: 2 MI W OF NEPONSET (Lat: 41.292658, Lng: -89.837772), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 109 (year 2032), Design Load: HS 15, Features Intersected: MUD CREEK, Facility Carried by Structure: TR 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.720, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: 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: 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 65017, Location: 1 MI. E. NEPONSET (Lat: 41.300111, Lng: -89.764333), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 75 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 82 (year 2032), Design Load: HS 20, Features Intersected: E Fork Spoon River, Facility Carried by Structure: TR-321 Cannonball
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019
Structure Number: 65017, Location: 1 MI. E. NEPONSET (Lat: 41.300111, Lng: -89.764333), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 75 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 82 (year 2032), Design Load: HS 20, Features Intersected: E Fork Spoon River, Facility Carried by Structure: TR-321 Cannonball
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 59.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 35.6 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2019