Bridge Statistics for White Hall, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 20Number of bridges
- 243ft / 74.3mTotal length
- $4,016,000Total costs
- 16,070Total average daily traffic
- 2,376Total average daily truck traffic
- 20,147Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for White Hall
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 51970-1979
- 71980-1989
- 21990-1999
- 32000-2009
- 22010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 66.7%Good
- 22.2%Satisfactory
- Bridge Condition - Superstructure
- 5.6%Very good
- 66.7%Good
- 22.2%Satisfactory
- 5.6%Fair
- Bridge Condition - Substructure
- 33.3%Very good
- 44.4%Good
- 16.7%Satisfactory
- 5.6%Fair
- Bridge Condition - Channel
- 40.0%Very good
- 40.0%Good
- 20.0%Satisfactory
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Structure Number: 303069, Location: 4 MI S OMAHA AT ELBA (Lat: 37.826969, Lng: -88.326436), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 20, Features Intersected: N FORK SALINE RIVER, Facility Carried by Structure: FAS 1897
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Other, Deck Protection: Cathodic Protection
Structure Number: 303069, Location: 4 MI S OMAHA AT ELBA (Lat: 37.826969, Lng: -88.326436), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 16%, Average Future Daily Traffic: 103 (year 2032), Design Load: HS 20, Features Intersected: N FORK SALINE RIVER, Facility Carried by Structure: FAS 1897
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.019, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel, Membrane: Other, Deck Protection: Cathodic Protection
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Structure Number: 303078, Location: 2.5 MI W OF IL 1 (Lat: 37.660261, Lng: -88.315619), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: TR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 303078, Location: 2.5 MI W OF IL 1 (Lat: 37.660261, Lng: -88.315619), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20, Features Intersected: EAGLE CREEK, Facility Carried by Structure: TR 60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.497, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2018, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 310029, Location: 0.21 MI S WHITEHALL (Lat: 39.423872, Lng: -90.405558), Route carried "on" structure: US 67, Year Built: 1972, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,450 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 4,200 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 66.7 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 310029, Location: 0.21 MI S WHITEHALL (Lat: 39.423872, Lng: -90.405558), Route carried "on" structure: US 67, Year Built: 1972, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 3,450 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 4,200 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 69.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 66.7 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: 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 31003, Location: 3.31 MI S WHITEHALL (Lat: 39.378208, Lng: -90.409336), Route carried "on" structure: US 67, Year Built: 1972, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 3,150 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 4,050 (year 2032), Design Load: HS 20, Features Intersected: APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.742, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,056,000, Roadway Improvement Cost: $52,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 31003, Location: 3.31 MI S WHITEHALL (Lat: 39.378208, Lng: -90.409336), Route carried "on" structure: US 67, Year Built: 1972, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 3,150 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 4,050 (year 2032), Design Load: HS 20, Features Intersected: APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.742, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, 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: 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.66m (15.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,056,000, Roadway Improvement Cost: $52,000, Total Project Cost: $1,108,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 310031, Location: 3.52 MI S WHITE HALL (Lat: 39.375361, Lng: -90.409761), Route carried "on" structure: US 67, Year Built: 1972, Status: Open, Structure Length: 25.02m (82.09ft), Average Daily Traffic: 3,150 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 4,050 (year 2032), Design Load: HS 20, Features Intersected: APPLE CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.404, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.02m (82.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $2,644,000, Roadway Improvement Cost: $264,000, Total Project Cost: $2,908,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 310031, Location: 3.52 MI S WHITE HALL (Lat: 39.375361, Lng: -90.409761), Route carried "on" structure: US 67, Year Built: 1972, Status: Open, Structure Length: 25.02m (82.09ft), Average Daily Traffic: 3,150 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 4,050 (year 2032), Design Load: HS 20, Features Intersected: APPLE CREEK OVERFLOW
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 64.404, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 12, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 38.9 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 25.02m (82.09ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $2,644,000, Roadway Improvement Cost: $264,000, Total Project Cost: $2,908,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 310035, Location: 1 MI N OF WHITEHALL (Lat: 39.456464, Lng: -90.409442), Route carried "on" structure: State highway 106, Year Built: 1995, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.4 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 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 310035, Location: 1 MI N OF WHITEHALL (Lat: 39.456464, Lng: -90.409442), Route carried "on" structure: State highway 106, Year Built: 1995, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 1,000 (year 2021), Truck Traffic: 14%, Average Future Daily Traffic: 1,200 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.7m (97.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 42.4 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 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: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 312004, Location: 2.61 mi S Whitehall (Lat: 39.386422, Lng: -90.408950), Route carried "on" structure: US 67, Year Built: 1974, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,150 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 4,050 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.595, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 97.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 312004, Location: 2.61 mi S Whitehall (Lat: 39.386422, Lng: -90.408950), Route carried "on" structure: US 67, Year Built: 1974, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 3,150 (year 2021), Truck Traffic: 16%, Average Future Daily Traffic: 4,050 (year 2032), Design Load: HS 20, Features Intersected: TRIB TO APPLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 65.595, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 97.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 313069, Location: IN WHITEHALL (Lat: 39.432769, Lng: -90.415492), Route carried "on" structure: City street , Year Built: 1901, Year Reconstructed: 1974, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 129 (year 2032), Features Intersected: SEMINARY CK, Facility Carried by Structure: MSS 5090A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 313069, Location: IN WHITEHALL (Lat: 39.432769, Lng: -90.415492), Route carried "on" structure: City street , Year Built: 1901, Year Reconstructed: 1974, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 300 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 129 (year 2032), Features Intersected: SEMINARY CK, Facility Carried by Structure: MSS 5090A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 315024, Location: 1.0 MI W WHITE HALL (Lat: 39.426131, Lng: -90.422733), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: TR 123A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 315024, Location: 1.0 MI W WHITE HALL (Lat: 39.426131, Lng: -90.422733), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 75 (year 2032), Features Intersected: STREAM, Facility Carried by Structure: TR 123A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.713, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 31503, Location: 0.8 MI W WHITE HALL (Lat: 39.452306, Lng: -90.412403), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 29 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK, Facility Carried by Structure: TR 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 31503, Location: 0.8 MI W WHITE HALL (Lat: 39.452306, Lng: -90.412403), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 25 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 29 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK, Facility Carried by Structure: TR 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 315038, Location: 2.5 MI W ROODHOUSE (Lat: 39.479225, Lng: -90.430822), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: TR 118
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 315038, Location: 2.5 MI W ROODHOUSE (Lat: 39.479225, Lng: -90.430822), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 75 (year 2017), Truck Traffic: 17%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: HURRICANE CREEK, Facility Carried by Structure: TR 118
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.460, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 315052, Location: 1.2 MI W WHITEHALL (Lat: 39.440831, Lng: -90.421769), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 275 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK, Facility Carried by Structure: TR 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 20.1m (65.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 315052, Location: 1.2 MI W WHITEHALL (Lat: 39.440831, Lng: -90.421769), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 200 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 275 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK, Facility Carried by Structure: TR 101
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 20.1m (65.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 315062, Location: 5 MI NE CARROLLTON (Lat: 39.374711, Lng: -90.383272), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: WHITAKER CREEK, Facility Carried by Structure: TR-173
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 315062, Location: 5 MI NE CARROLLTON (Lat: 39.374711, Lng: -90.383272), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: WHITAKER CREEK, Facility Carried by Structure: TR-173
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 31507, Location: 1.0 M W WHITE HALL (Lat: 39.438953, Lng: -90.421411), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 825 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 1,250 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK, Facility Carried by Structure: FAS 738 CH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.279, Lanes on structure: 2, Owner: County 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31507, Location: 1.0 M W WHITE HALL (Lat: 39.438953, Lng: -90.421411), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 825 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 1,250 (year 2032), Design Load: HS 20, Features Intersected: SEMINARY CREEK, Facility Carried by Structure: FAS 738 CH 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.279, Lanes on structure: 2, Owner: County 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: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 315076, Location: 2 1/2 MI NE BERDAN (Lat: 39.387019, Lng: -90.352006), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 18%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: TR 184
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.292, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 315076, Location: 2 1/2 MI NE BERDAN (Lat: 39.387019, Lng: -90.352006), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 18%, Average Future Daily Traffic: 25 (year 2032), Design Load: HS 20, Features Intersected: APPLE CREEK, Facility Carried by Structure: TR 184
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.292, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.4 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 315203, Location: 2150N;1350E (Lat: 39.426100, Lng: -90.364811), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 275 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 275 (year 2032), Design Load: HS 20, Features Intersected: WOLF RUN CREEK, Facility Carried by Structure: FAS 732 CH 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 315203, Location: 2150N;1350E (Lat: 39.426100, Lng: -90.364811), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.94m (9.65ft), Average Daily Traffic: 275 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 275 (year 2032), Design Load: HS 20, Features Intersected: WOLF RUN CREEK, Facility Carried by Structure: FAS 732 CH 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: April 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 315215, Location: 2300N;1475E (Lat: 39.447219, Lng: -90.344108), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: WOLF RUN CREEK, Facility Carried by Structure: TR 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 315215, Location: 2300N;1475E (Lat: 39.447219, Lng: -90.344108), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 2.18m (7.15ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 20%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20, Features Intersected: WOLF RUN CREEK, Facility Carried by Structure: TR 180
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.203, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 315217, Location: 2225N;1425E (Lat: 39.436644, Lng: -90.354178), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 225 (year 2032), Design Load: HS 20, Features Intersected: WOLF RUN CREEK, Facility Carried by Structure: CH 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.570, Lanes on structure: 2, Owner: County 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: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 315217, Location: 2225N;1425E (Lat: 39.436644, Lng: -90.354178), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.87m (6.14ft), Average Daily Traffic: 150 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 225 (year 2032), Design Load: HS 20, Features Intersected: WOLF RUN CREEK, Facility Carried by Structure: CH 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.570, Lanes on structure: 2, Owner: County 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: 18.0m (59.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 315241, Location: 2.25M SE WHITEHALL (Lat: 39.407789, Lng: -90.358694), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 40%, Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20+Mod, Features Intersected: WOLF RUN CREEK, Facility Carried by Structure: TR 127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.812, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 315241, Location: 2.25M SE WHITEHALL (Lat: 39.407789, Lng: -90.358694), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 10 (year 2017), Truck Traffic: 40%, Average Future Daily Traffic: 10 (year 2032), Design Load: HS 20+Mod, Features Intersected: WOLF RUN CREEK, Facility Carried by Structure: TR 127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.812, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
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Structure Number: 315243, Location: 2.6MI S WHITEHALL (Lat: 39.404219, Lng: -90.391681), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20+Mod, Features Intersected: SEMINARY CREEK, Facility Carried by Structure: TR 127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, 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: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels
Structure Number: 315243, Location: 2.6MI S WHITEHALL (Lat: 39.404219, Lng: -90.391681), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 50 (year 2017), Truck Traffic: 16%, Average Future Daily Traffic: 50 (year 2032), Design Load: HS 20+Mod, Features Intersected: SEMINARY CREEK, Facility Carried by Structure: TR 127
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, 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: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Assigned rating based on Load Factor Design (LFD) reported by rating factor (RF) using MS18 loading, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Precast Panels