Bridge Statistics for Old Ripley, Illinois (IL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 128ft / 38.5mTotal length
- $2,168,000Total costs
- 8,480Total average daily traffic
- 1,006Total average daily truck traffic
- 9,378Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Old Ripley
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 21950-1959
- 31960-1969
- 11970-1979
- 21980-1989
- 11990-1999
- 32000-2009
- Bridge Condition - Deck
- 9.1%Very good
- 54.5%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Superstructure
- 9.1%Very good
- 54.5%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Substructure
- 36.4%Very good
- 9.1%Good
- 27.3%Satisfactory
- 18.2%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 26.7%Very good
- 6.7%Good
- 53.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 30023, Location: 3.1mi E of IL 160 (Lat: 38.889033, Lng: -89.611981), Route carried "on" structure: State highway 140, Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,550 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,683 (year 2032), Design Load: H 15, Features Intersected: Little Silver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 30023, Location: 3.1mi E of IL 160 (Lat: 38.889033, Lng: -89.611981), Route carried "on" structure: State highway 140, Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,550 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,683 (year 2032), Design Load: H 15, Features Intersected: Little Silver Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.291, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 83.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Other Special Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 30024, Location: 2.7mi E Old Ripley (Lat: 38.887439, Lng: -89.522206), Route carried "on" structure: State highway 140, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 1,850 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,051 (year 2032), Design Load: HS 20, Features Intersected: Shoal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.19m (36.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $1,865,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,052,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 30024, Location: 2.7mi E Old Ripley (Lat: 38.887439, Lng: -89.522206), Route carried "on" structure: State highway 140, Year Built: 1930, Year Reconstructed: 2005, Status: Open, Structure Length: 11.09m (36.38ft), Average Daily Traffic: 1,850 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,051 (year 2032), Design Load: HS 20, Features Intersected: Shoal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.080, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 8, Length of Maximum Span: 15.4m (50.5ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 33.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.19m (36.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Underwater Inspection Date: September 2021, Bridge Improvement Cost: $1,865,000, Roadway Improvement Cost: $187,000, Total Project Cost: $2,052,000, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 30048, Location: 2.75mi E Old Ripley (Lat: 38.887061, Lng: -89.518311), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5 (year 2020), Average Future Daily Traffic: 5 (year 2032), Features Intersected: Indian Creek, Facility Carried by Structure: Farm Entr (Ben Fil
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 30048, Location: 2.75mi E Old Ripley (Lat: 38.887061, Lng: -89.518311), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5 (year 2020), Average Future Daily Traffic: 5 (year 2032), Features Intersected: Indian Creek, Facility Carried by Structure: Farm Entr (Ben Fil
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Other Special Inspection Date: July 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 32008, Location: 1.75mi E Old Ripley (Lat: 38.887825, Lng: -89.537792), Route carried "on" structure: State highway 140, Year Built: 1931, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,850 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,051 (year 2032), Features Intersected: Trib to Shoal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.728, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 32008, Location: 1.75mi E Old Ripley (Lat: 38.887825, Lng: -89.537792), Route carried "on" structure: State highway 140, Year Built: 1931, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 1,850 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 2,051 (year 2032), Features Intersected: Trib to Shoal Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.728, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 32013, Location: 3.1mi E of IL 160 (Lat: 38.889100, Lng: -89.605506), Route carried "on" structure: State highway 140, Year Built: 2007, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,550 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,683 (year 2032), Design Load: HS 20, Features Intersected: LITTLE SILVER CR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.854, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 32013, Location: 3.1mi E of IL 160 (Lat: 38.889100, Lng: -89.605506), Route carried "on" structure: State highway 140, Year Built: 2007, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,550 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,683 (year 2032), Design Load: HS 20, Features Intersected: LITTLE SILVER CR BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.854, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 33004, Location: 2.25 MI N OLD RIPLEY (Lat: 38.928467, Lng: -89.570664), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 526 (year 2032), Design Load: HS 15, Features Intersected: DRY FORK, Facility Carried by Structure: CH 22/FAS 780
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 33004, Location: 2.25 MI N OLD RIPLEY (Lat: 38.928467, Lng: -89.570664), Route carried "on" structure: County highway , Year Built: 1958, Status: Open, Structure Length: 5.31m (17.42ft), Average Daily Traffic: 350 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 526 (year 2032), Design Load: HS 15, Features Intersected: DRY FORK, Facility Carried by Structure: CH 22/FAS 780
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.504, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.3m (43.6ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 18.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 33601, Location: 2.10M NE OLD RIPLEY (Lat: 38.905636, Lng: -89.533083), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 289 (year 2032), Design Load: HS 15, Features Intersected: DORRIS CREEK, Facility Carried by Structure: TR 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 33601, Location: 2.10M NE OLD RIPLEY (Lat: 38.905636, Lng: -89.533083), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 150 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 289 (year 2032), Design Load: HS 15, Features Intersected: DORRIS CREEK, Facility Carried by Structure: TR 62
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.681, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 45.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 27.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 33604, Location: 1.5 MI NW OLD RIPLEY (Lat: 38.914692, Lng: -89.593386), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 11 (year 2032), Features Intersected: BR LITTLE DRY FK, Facility Carried by Structure: TR 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 33604, Location: 1.5 MI NW OLD RIPLEY (Lat: 38.914692, Lng: -89.593386), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 28%, Average Future Daily Traffic: 11 (year 2032), Features Intersected: BR LITTLE DRY FK, Facility Carried by Structure: TR 20
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 33611, Location: 1.5MI NW OLD RIPLEY (Lat: 38.912889, Lng: -89.576364), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 158 (year 2032), Design Load: HS 20, Features Intersected: LITTLE DRY FORK, Facility Carried by Structure: TR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, 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: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 44.4 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 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 33611, Location: 1.5MI NW OLD RIPLEY (Lat: 38.912889, Lng: -89.576364), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 158 (year 2032), Design Load: HS 20, Features Intersected: LITTLE DRY FORK, Facility Carried by Structure: TR 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.768, 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: 3, Length of Maximum Span: 15.2m (49.9ft), 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: 44.4 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 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 33612, Location: 2.5M W OLD RIPLEY (Lat: 38.893847, Lng: -89.623239), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 210 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE SILVER CREEK, Facility Carried by Structure: TR 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.393, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 33612, Location: 2.5M W OLD RIPLEY (Lat: 38.893847, Lng: -89.623239), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 2.79m (9.15ft), Average Daily Traffic: 225 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 210 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE SILVER CREEK, Facility Carried by Structure: TR 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.393, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, 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: 6.1m (20.0ft), Out-to-Out Width: 8.2m (26.9ft)
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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 33613, Location: 2M NE OF OLD RIPLEY (Lat: 38.913531, Lng: -89.547044), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20+Mod, Features Intersected: MYLEN BR OF SHOAL CR, Facility Carried by Structure: TR 56A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 17.1m (56.1ft), 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: 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 desirable 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: December 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 33613, Location: 2M NE OF OLD RIPLEY (Lat: 38.913531, Lng: -89.547044), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 25 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 26 (year 2032), Design Load: HS 20+Mod, Features Intersected: MYLEN BR OF SHOAL CR, Facility Carried by Structure: TR 56A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), 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: 17.1m (56.1ft), 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: 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 desirable 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: December 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 603199, Location: 5.9MI N PIERRON (Lat: 38.868625, Lng: -89.599547), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 289 (year 2032), Design Load: H 15, Features Intersected: TRIB TO SILVER CK, Facility Carried by Structure: CH8/MADISON CH5/BO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $6,000, Total Project Cost: $65,000
Structure Number: 603199, Location: 5.9MI N PIERRON (Lat: 38.868625, Lng: -89.599547), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 289 (year 2032), Design Load: H 15, Features Intersected: TRIB TO SILVER CK, Facility Carried by Structure: CH8/MADISON CH5/BO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF) rating reported by rating factor (RF) method using MS18 loading, Inventory Rating: 28.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $6,000, Total Project Cost: $65,000
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Structure Number: 6032, Location: 5.3 MI N PIERRON (Lat: 38.860758, Lng: -89.599428), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 289 (year 2032), Design Load: H 15, Features Intersected: TRIB SILVER CR, Facility Carried by Structure: CH 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, 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, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $5,000, Total Project Cost: $51,000
Structure Number: 6032, Location: 5.3 MI N PIERRON (Lat: 38.860758, Lng: -89.599428), Route carried "on" structure: County highway , Year Built: 1962, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 289 (year 2032), Design Load: H 15, Features Intersected: TRIB SILVER CR, Facility Carried by Structure: CH 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.154, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Very good, 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, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $5,000, Total Project Cost: $51,000
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Structure Number: 603267, Location: 4.0 MI NE GRANTFORK (Lat: 38.859850, Lng: -89.605300), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20, Features Intersected: LITTLE SILVER CREEK, Facility Carried by Structure: TR 179/NIGGLI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, 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: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 603267, Location: 4.0 MI NE GRANTFORK (Lat: 38.859850, Lng: -89.605300), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 80 (year 2032), Design Load: HS 20, Features Intersected: LITTLE SILVER CREEK, Facility Carried by Structure: TR 179/NIGGLI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.999, 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: 3, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very 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: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 603287, Location: 6.5 MI NORTH PIERRON (Lat: 38.874411, Lng: -89.610694), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: LITTLE SILVER CREEK, Facility Carried by Structure: TR 165 MEFFERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, 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: 15.8m (51.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 603287, Location: 6.5 MI NORTH PIERRON (Lat: 38.874411, Lng: -89.610694), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 150 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 27 (year 2032), Design Load: HS 20, Features Intersected: LITTLE SILVER CREEK, Facility Carried by Structure: TR 165 MEFFERT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.481, 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: 15.8m (51.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, 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: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Gravel