Bridge Statistics for Imperial, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 128ft / 39.1mTotal length
- $128,000Total costs
- 244,173Total average daily traffic
- 39,312Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Imperial
- No street view available for this location
- New bridges - historical statistics
- 11970-1979
- 11980-1989
- 11990-1999
- 72000-2009
- 22010-2019
- Bridge Condition - Deck
- 50.0%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Excellent
- 12.5%Very good
- 50.0%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 12.5%Excellent
- 37.5%Very good
- 37.5%Good
- 12.5%Satisfactory
- Bridge Condition - Channel
- 11.1%Very good
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Satisfactory
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Structure Number: 12035, Location: S 2024 T 42 N R 6 E (Lat: 38.374575, Lng: -90.380006), Route carried "on" structure: Interstate 55, Year Built: 2001, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 59,319 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 109,740 (year 2041), Design Load: HS 25 or greater, Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.344, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12035, Location: S 2024 T 42 N R 6 E (Lat: 38.374575, Lng: -90.380006), Route carried "on" structure: Interstate 55, Year Built: 2001, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 59,319 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 109,740 (year 2041), Design Load: HS 25 or greater, Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 301.344, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 12036, Location: S 2024 T 42 N R 6 E (Lat: 38.374667, Lng: -90.380192), Route carried "on" structure: Interstate 55, Year Built: 2001, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 52,765 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 97,615 (year 2041), Design Load: HS 25 or greater, Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.284, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 12036, Location: S 2024 T 42 N R 6 E (Lat: 38.374667, Lng: -90.380192), Route carried "on" structure: Interstate 55, Year Built: 2001, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 52,765 (year 2021), Truck Traffic: 18%, Average Future Daily Traffic: 97,615 (year 2041), Design Load: HS 25 or greater, Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.284, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.6m (70.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 24.7m (81.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 15037, Location: S 659 T 42 N R 6 E (Lat: 38.363917, Lng: -90.362589), Route carried "on" structure: County highway 81, Year Built: 1988, Status: Posted for load, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 680 (year 2041), Features Intersected: ROCK CR, Facility Carried by Structure: FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 15037, Location: S 659 T 42 N R 6 E (Lat: 38.363917, Lng: -90.362589), Route carried "on" structure: County highway 81, Year Built: 1988, Status: Posted for load, Structure Length: 5.85m (19.19ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 680 (year 2041), Features Intersected: ROCK CR, Facility Carried by Structure: FRONT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16364, Location: S 202 T 42 N R 5 E (Lat: 38.380997, Lng: -90.406244), Route carried "on" structure: County highway 950, Year Built: 1996, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,539 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,616 (year 2041), Design Load: HS 20, Features Intersected: ROCK CR, Facility Carried by Structure: WINDMILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County 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: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16364, Location: S 202 T 42 N R 5 E (Lat: 38.380997, Lng: -90.406244), Route carried "on" structure: County highway 950, Year Built: 1996, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,539 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,616 (year 2041), Design Load: HS 20, Features Intersected: ROCK CR, Facility Carried by Structure: WINDMILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County 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: 20.4m (66.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29088, Location: S 17 T 42 N R 6 E (Lat: 38.369600, Lng: -90.382925), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 8.64m (28.35ft), Average Daily Traffic: 13,028 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 22,148 (year 2041), Design Load: HS 25 or greater, Features Intersected: IS 55, Facility Carried by Structure: IMPERIAL MAIN ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.618, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29088, Location: S 17 T 42 N R 6 E (Lat: 38.369600, Lng: -90.382925), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 8.64m (28.35ft), Average Daily Traffic: 13,028 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 22,148 (year 2041), Design Load: HS 25 or greater, Features Intersected: IS 55, Facility Carried by Structure: IMPERIAL MAIN ST E
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.618, Lanes on structure: 4, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3141, Location: S 130 T 42 N R 6 E (Lat: 38.366853, Lng: -90.371039), Route carried "on" structure: State highway K, Year Built: 2006, Status: Open, Structure Length: 5.50m (18.04ft), Average Daily Traffic: 2,912 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,242 (year 2041), Design Load: HS 25 or greater, Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.367, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3141, Location: S 130 T 42 N R 6 E (Lat: 38.366853, Lng: -90.371039), Route carried "on" structure: State highway K, Year Built: 2006, Status: Open, Structure Length: 5.50m (18.04ft), Average Daily Traffic: 2,912 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,242 (year 2041), Design Load: HS 25 or greater, Features Intersected: ROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.367, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 31911, Location: S 2021 T 42 N R 5 E (Lat: 38.383333, Lng: -90.403333), Route carried "on" structure: County highway 87, Year Built: 2007, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,864 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,069 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF ROCK CR, Facility Carried by Structure: SECKMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
Structure Number: 31911, Location: S 2021 T 42 N R 5 E (Lat: 38.383333, Lng: -90.403333), Route carried "on" structure: County highway 87, Year Built: 2007, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 8,864 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 15,069 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF ROCK CR, Facility Carried by Structure: SECKMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021
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Structure Number: 34278, Location: S 1985 T 42 N R 6 E (Lat: 38.396800, Lng: -90.382767), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2041), Features Intersected: BLACK CR, Facility Carried by Structure: PRIVATE ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
Structure Number: 34278, Location: S 1985 T 42 N R 6 E (Lat: 38.396800, Lng: -90.382767), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.69m (5.54ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 340 (year 2041), Features Intersected: BLACK CR, Facility Carried by Structure: PRIVATE ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Maintenance Responsibility: Local Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels
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Structure Number: 34722, Location: S 12 T 42 N R 6 E (Lat: 38.373333, Lng: -90.390111), Route carried "on" structure: County highway 96, Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,462 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,485 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF ROCK CR, Facility Carried by Structure: OLD ANTONIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 14.3m (46.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34722, Location: S 12 T 42 N R 6 E (Lat: 38.373333, Lng: -90.390111), Route carried "on" structure: County highway 96, Year Built: 2014, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,462 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,485 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF ROCK CR, Facility Carried by Structure: OLD ANTONIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 14.3m (46.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 72.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34989, Location: S 2005 T 42 N R 6 E (Lat: 38.372306, Lng: -90.388028), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 8,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 13,600 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF ROCK CR, Facility Carried by Structure: OLD ANTONIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34989, Location: S 2005 T 42 N R 6 E (Lat: 38.372306, Lng: -90.388028), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 8,000 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 13,600 (year 2041), Design Load: HS 20, Features Intersected: TRIB OF ROCK CR, Facility Carried by Structure: OLD ANTONIA RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.3m (20.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.12m (0.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $9,000, Total Project Cost: $128,000 ( Estimate for 2022), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 29088, Location: S 17 T 42 N R 6 E (Lat: 38.369600, Lng: -90.382925), Route carried "under" structure: Interstate 55, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 42,919 (year 2021), Truck Traffic: 18%, Features Intersected: IS 55, Facility Carried by Structure: IMPERIAL MAIN ST E
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 300.772, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 29088, Location: S 17 T 42 N R 6 E (Lat: 38.369600, Lng: -90.382925), Route carried "under" structure: Interstate 55, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 42,919 (year 2021), Truck Traffic: 18%, Features Intersected: IS 55, Facility Carried by Structure: IMPERIAL MAIN ST E
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 300.772, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
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Structure Number: 29088, Location: S 17 T 42 N R 6 E (Lat: 38.369600, Lng: -90.382925), Route carried "under" structure: Interstate 55, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 52,765 (year 2021), Truck Traffic: 18%, Features Intersected: IS 55, Facility Carried by Structure: IMPERIAL MAIN ST E
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 36.933, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)
Structure Number: 29088, Location: S 17 T 42 N R 6 E (Lat: 38.369600, Lng: -90.382925), Route carried "under" structure: Interstate 55, Year Built: 2003, Structure Length: 0. m, Average Daily Traffic: 52,765 (year 2021), Truck Traffic: 18%, Features Intersected: IS 55, Facility Carried by Structure: IMPERIAL MAIN ST E
Minimum Vertical Clearance: 6.07m (19.91ft), Kilometerpoint: 36.933, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.9m (130.9ft)