Bridge Statistics for Union, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 41Number of bridges
- 318ft / 97.3mTotal length
- $1,115,000Total costs
- 250,705Total average daily traffic
- 39,926Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Union
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 31920-1929
- 21950-1959
- 11960-1969
- 51970-1979
- 31980-1989
- 101990-1999
- 72000-2009
- 82010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11920-1929
- 01930-1939
- 01940-1949
- 11950-1959
- 11960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 4.0%Excellent
- 8.0%Very good
- 60.0%Good
- 24.0%Satisfactory
- 4.0%Fair
- Bridge Condition - Superstructure
- 12.0%Excellent
- 4.0%Very good
- 48.0%Good
- 28.0%Satisfactory
- 8.0%Fair
- Bridge Condition - Substructure
- 4.0%Excellent
- 12.0%Very good
- 52.0%Good
- 28.0%Satisfactory
- 4.0%Poor
- Bridge Condition - Channel
- 2.8%Excellent
- 33.3%Good
- 36.1%Satisfactory
- 25.0%Fair
- 2.8%Poor
- Bridge Condition - Culverts
- 7.1%Good
- 64.3%Satisfactory
- 28.6%Fair
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Structure Number: 16412, Location: S 25 T 43 N R 1 W (Lat: 38.444856, Lng: -90.968125), Route carried "on" structure: County highway 119, Year Built: 1996, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 90 (year 2041), Design Load: H 20, Features Intersected: UP RR, Facility Carried by Structure: PRAIRIE DELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16412, Location: S 25 T 43 N R 1 W (Lat: 38.444856, Lng: -90.968125), Route carried "on" structure: County highway 119, Year Built: 1996, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 90 (year 2041), Design Load: H 20, Features Intersected: UP RR, Facility Carried by Structure: PRAIRIE DELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.22m (0.72ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $11,000, Total Project Cost: $163,000 ( Estimate for 2022), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16482, Location: S 13 T 43 N R 1 W (Lat: 38.482583, Lng: -90.966833), Route carried "on" structure: County highway 122, Year Built: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2041), Design Load: HS 20, Features Intersected: BROWNS BR OF DUBOI, Facility Carried by Structure: N GOODES MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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
Structure Number: 16482, Location: S 13 T 43 N R 1 W (Lat: 38.482583, Lng: -90.966833), Route carried "on" structure: County highway 122, Year Built: 1994, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 250 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 450 (year 2041), Design Load: HS 20, Features Intersected: BROWNS BR OF DUBOI, Facility Carried by Structure: N GOODES MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum 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
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Structure Number: 1682, Location: S 31 T 43 N R 1 W (Lat: 38.425108, Lng: -91.065122), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2041), Design Load: HS 20, Features Intersected: WEBBER CR, Facility Carried by Structure: JEFFRIESBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1682, Location: S 31 T 43 N R 1 W (Lat: 38.425108, Lng: -91.065122), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 360 (year 2041), Design Load: HS 20, Features Intersected: WEBBER CR, Facility Carried by Structure: JEFFRIESBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.575, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16969, Location: S 33 T 43 N R 1 W (Lat: 38.430194, Lng: -91.035139), Route carried "on" structure: County highway 138, Year Built: 1950, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 320 (year 2041), Features Intersected: CR TO BOURBEUSE RV, Facility Carried by Structure: KO KO BEACH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16969, Location: S 33 T 43 N R 1 W (Lat: 38.430194, Lng: -91.035139), Route carried "on" structure: County highway 138, Year Built: 1950, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 4%, Average Future Daily Traffic: 320 (year 2041), Features Intersected: CR TO BOURBEUSE RV, Facility Carried by Structure: KO KO BEACH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: Febuary 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16991, Location: S 34 T 43 N R 1 W (Lat: 38.431914, Lng: -91.019775), Route carried "on" structure: County highway 139, Year Built: 1997, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 1,300 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,080 (year 2041), Design Load: HS 20, Features Intersected: BOURBEUSE RVR, Facility Carried by Structure: NORTH BEND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16991, Location: S 34 T 43 N R 1 W (Lat: 38.431914, Lng: -91.019775), Route carried "on" structure: County highway 139, Year Built: 1997, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 1,300 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,080 (year 2041), Design Load: HS 20, Features Intersected: BOURBEUSE RVR, Facility Carried by Structure: NORTH BEND ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2021, Underwater Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17143, Location: S 27 T 43 N R 2 W (Lat: 38.439611, Lng: -91.129917), Route carried "on" structure: County highway 143, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 20, Features Intersected: JORDAN BR OF ST JO, Facility Carried by Structure: OLD STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.874, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17143, Location: S 27 T 43 N R 2 W (Lat: 38.439611, Lng: -91.129917), Route carried "on" structure: County highway 143, Year Built: 1997, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 125 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 225 (year 2041), Design Load: HS 20, Features Intersected: JORDAN BR OF ST JO, Facility Carried by Structure: OLD STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.874, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 17144, Location: S 26 T 43 N R 2 W (Lat: 38.440583, Lng: -91.124556), Route carried "on" structure: County highway 143, Year Built: 1997, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,250 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,250 (year 2041), Design Load: HS 20, Features Intersected: JORDAN BR OF ST JO, Facility Carried by Structure: OLD STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $15,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17144, Location: S 26 T 43 N R 2 W (Lat: 38.440583, Lng: -91.124556), Route carried "on" structure: County highway 143, Year Built: 1997, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,250 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,250 (year 2041), Design Load: HS 20, Features Intersected: JORDAN BR OF ST JO, Facility Carried by Structure: OLD STATE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.357, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Satisfactory, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $15,000, Total Project Cost: $232,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1771, Location: S 33 T 43 N R 1 E (Lat: 38.426678, Lng: -90.914981), Route carried "on" structure: Ramp State highway , Year Built: 1972, Year Reconstructed: 1985, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 714 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,357 (year 2041), Design Load: H 15, Features Intersected: IS 44, Facility Carried by Structure: CO WOR44 TO EOR44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.042, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.62m (2.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $720,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Built-up
Structure Number: 1771, Location: S 33 T 43 N R 1 E (Lat: 38.426678, Lng: -90.914981), Route carried "on" structure: Ramp State highway , Year Built: 1972, Year Reconstructed: 1985, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 714 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 1,357 (year 2041), Design Load: H 15, Features Intersected: IS 44, Facility Carried by Structure: CO WOR44 TO EOR44
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.042, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.62m (2.03ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $480,000, Roadway Improvement Cost: $48,000, Total Project Cost: $720,000 ( Estimate for 2022), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Built-up
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Structure Number: 20007, Location: S 6 T 42 N R 1 E (Lat: 38.405922, Lng: -90.955011), Route carried "on" structure: County highway 243, Year Built: 1990, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 440 (year 2041), Design Load: HS 20, Features Intersected: BIRCH CR, Facility Carried by Structure: PRAIRIE DELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.5 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: Better than present minimum criteria, 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 20007, Location: S 6 T 42 N R 1 E (Lat: 38.405922, Lng: -90.955011), Route carried "on" structure: County highway 243, Year Built: 1990, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 275 (year 2021), Truck Traffic: 11%, Average Future Daily Traffic: 440 (year 2041), Design Load: HS 20, Features Intersected: BIRCH CR, Facility Carried by Structure: PRAIRIE DELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 58.5 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: Better than present minimum criteria, 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: 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: 23754, Location: S 22 T 43 N R 1 W (Lat: 38.458978, Lng: -91.022136), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,550 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,080 (year 2041), Features Intersected: N BR OF FLAT CR, Facility Carried by Structure: INDEPENDENCE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: March 2021
Structure Number: 23754, Location: S 22 T 43 N R 1 W (Lat: 38.458978, Lng: -91.022136), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,550 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 4,080 (year 2041), Features Intersected: N BR OF FLAT CR, Facility Carried by Structure: INDEPENDENCE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: March 2021
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Structure Number: 23756, Location: S 22 T 43 N R 1 W (Lat: 38.455167, Lng: -91.025417), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,241 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,586 (year 2041), Design Load: H 20, Features Intersected: FLAT CR, Facility Carried by Structure: INDEPENDENCE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 23756, Location: S 22 T 43 N R 1 W (Lat: 38.455167, Lng: -91.025417), Route carried "on" structure: City street , Year Built: 1974, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 2,241 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 3,586 (year 2041), Design Load: H 20, Features Intersected: FLAT CR, Facility Carried by Structure: INDEPENDENCE DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 23759, Location: S 27 T 43 N R 1 W (Lat: 38.448003, Lng: -91.009328), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 7,027 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 11,243 (year 2041), Features Intersected: FLAT CR, Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 23759, Location: S 27 T 43 N R 1 W (Lat: 38.448003, Lng: -91.009328), Route carried "on" structure: City street , Year Built: 1900, Status: Posted for load, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 7,027 (year 2021), Truck Traffic: 30%, Average Future Daily Traffic: 11,243 (year 2041), Features Intersected: FLAT CR, Facility Carried by Structure: WASHINGTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: 28694, Location: S 15 T 42 N R 1 E (Lat: 38.382375, Lng: -90.899372), Route carried "on" structure: County highway 257, Year Built: 2000, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 90 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO MERAMEC RV, Facility Carried by Structure: AITCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 28694, Location: S 15 T 42 N R 1 E (Lat: 38.382375, Lng: -90.899372), Route carried "on" structure: County highway 257, Year Built: 2000, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 50 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 90 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO MERAMEC RV, Facility Carried by Structure: AITCH RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 62.1 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 28842, Location: S 31 T 43 N R 1 E (Lat: 38.430444, Lng: -90.953489), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: CR TO BOURBEUSE RV, Facility Carried by Structure: ST ANDREWS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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: 28842, Location: S 31 T 43 N R 1 E (Lat: 38.430444, Lng: -90.953489), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 200 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 320 (year 2041), Design Load: HS 20, Features Intersected: CR TO BOURBEUSE RV, Facility Carried by Structure: ST ANDREWS DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.008, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Fair, 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: Somewhat better than minimum adequacy, 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: 29032, Location: S 28 T 43 N R 1 E (Lat: 38.437464, Lng: -90.922608), Route carried "on" structure: US 50, Year Built: 2002, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 12,852 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 24,419 (year 2041), Design Load: HS 25 or greater, Features Intersected: BIRCH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 356.309, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 29032, Location: S 28 T 43 N R 1 E (Lat: 38.437464, Lng: -90.922608), Route carried "on" structure: US 50, Year Built: 2002, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 12,852 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 24,419 (year 2041), Design Load: HS 25 or greater, Features Intersected: BIRCH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 356.309, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.8 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: October 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: 29491, Location: S 27 T 43 N R 1 W (Lat: 38.448758, Lng: -91.009831), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 5,849 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 9,358 (year 2041), Design Load: HS 20+Mod, Features Intersected: POSSUM CR, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to 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: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 29491, Location: S 27 T 43 N R 1 W (Lat: 38.448758, Lng: -91.009831), Route carried "on" structure: City street , Year Built: 2003, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 5,849 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 9,358 (year 2041), Design Load: HS 20+Mod, Features Intersected: POSSUM CR, Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to 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: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3056, Location: S 30 T 43 N R 1 W (Lat: 38.449161, Lng: -91.066575), Route carried "on" structure: US 50, Year Built: 1978, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 10,080 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 21,168 (year 2041), Design Load: HS 20, Features Intersected: MOC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.773, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
Structure Number: 3056, Location: S 30 T 43 N R 1 W (Lat: 38.449161, Lng: -91.066575), Route carried "on" structure: US 50, Year Built: 1978, Status: Open, Structure Length: 4.60m (15.09ft), Average Daily Traffic: 10,080 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 21,168 (year 2041), Design Load: HS 20, Features Intersected: MOC RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.773, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 84.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up
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Structure Number: 30997, Location: S 7 T 40 N R 1 W (Lat: 38.399222, Lng: -91.064947), Route carried "on" structure: County highway 231, Year Built: 2005, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Design Load: HS 20, Features Intersected: ROTH CR, Facility Carried by Structure: CAMP MO-VAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 23.2m (76.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 30997, Location: S 7 T 40 N R 1 W (Lat: 38.399222, Lng: -91.064947), Route carried "on" structure: County highway 231, Year Built: 2005, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 400 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 720 (year 2041), Design Load: HS 20, Features Intersected: ROTH CR, Facility Carried by Structure: CAMP MO-VAL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.943, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 23.2m (76.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 32325, Location: S 16 T 42 N R 1 E (Lat: 38.376006, Lng: -90.909769), Route carried "on" structure: County highway 258, Year Built: 2008, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2041), Design Load: HS 20, Features Intersected: CK TO MERAMEC RVR, Facility Carried by Structure: MOSELLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32325, Location: S 16 T 42 N R 1 E (Lat: 38.376006, Lng: -90.909769), Route carried "on" structure: County highway 258, Year Built: 2008, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 180 (year 2041), Design Load: HS 20, Features Intersected: CK TO MERAMEC RVR, Facility Carried by Structure: MOSELLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 32349, Location: S 27 T 43 N R 1 W (Lat: 38.448481, Lng: -91.005578), Route carried "on" structure: City street 430, Year Built: 2008, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 3,366 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,386 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR, Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 32349, Location: S 27 T 43 N R 1 W (Lat: 38.448481, Lng: -91.005578), Route carried "on" structure: City street 430, Year Built: 2008, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 3,366 (year 2021), Truck Traffic: 25%, Average Future Daily Traffic: 5,386 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR, Facility Carried by Structure: CHURCH ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3267, Location: S 26 T 43 N R 1 W (Lat: 38.444275, Lng: -90.995008), Route carried "on" structure: US 50, Year Built: 1984, Year Reconstructed: 2008, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 35,483 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 67,418 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOURBEUSE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.458, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3267, Location: S 26 T 43 N R 1 W (Lat: 38.444275, Lng: -90.995008), Route carried "on" structure: US 50, Year Built: 1984, Year Reconstructed: 2008, Status: Open, Structure Length: 10.24m (33.60ft), Average Daily Traffic: 35,483 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 67,418 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOURBEUSE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.458, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2021, Underwater Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3269, Location: S 27 T 43 N R 1 W (Lat: 38.450522, Lng: -91.014294), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,371 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,794 (year 2041), Design Load: HS 20, Features Intersected: UNAMED TRIB TO FLA, Facility Carried by Structure: W PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3269, Location: S 27 T 43 N R 1 W (Lat: 38.450522, Lng: -91.014294), Route carried "on" structure: City street , Year Built: 2009, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 2,371 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 3,794 (year 2041), Design Load: HS 20, Features Intersected: UNAMED TRIB TO FLA, Facility Carried by Structure: W PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3323, Location: S 26 T 43 N R 1 W (Lat: 38.443461, Lng: -90.992481), Route carried "on" structure: US 50, Year Built: 1984, Year Reconstructed: 2008, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 35,483 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 67,418 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOURBEUSE RVR OVRF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.695, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 3323, Location: S 26 T 43 N R 1 W (Lat: 38.443461, Lng: -90.992481), Route carried "on" structure: US 50, Year Built: 1984, Year Reconstructed: 2008, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 35,483 (year 2021), Truck Traffic: 12%, Average Future Daily Traffic: 67,418 (year 2041), Design Load: HS 20+Mod, Features Intersected: BOURBEUSE RVR OVRF
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 349.695, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 12.6m (41.3ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 23.4m (76.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33493, Location: S 18 T 43 N R 1 W (Lat: 38.484228, Lng: -91.075414), Route carried "on" structure: County highway 129, Year Built: 2011, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 625 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,125 (year 2041), Design Load: HS 20, Features Intersected: WHISKEY CR BR-ST J, Facility Carried by Structure: WHISKEY CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 33493, Location: S 18 T 43 N R 1 W (Lat: 38.484228, Lng: -91.075414), Route carried "on" structure: County highway 129, Year Built: 2011, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 625 (year 2021), Truck Traffic: 1%, Average Future Daily Traffic: 1,125 (year 2041), Design Load: HS 20, Features Intersected: WHISKEY CR BR-ST J, Facility Carried by Structure: WHISKEY CR RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.187, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 335, Location: S 26 T 43 N R 1 W (Lat: 38.452994, Lng: -91.001444), Route carried "on" structure: State highway 47, Year Built: 1961, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 20,062 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 38,118 (year 2041), Design Load: H 20, Features Intersected: WIMMER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.643, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2021
Structure Number: 335, Location: S 26 T 43 N R 1 W (Lat: 38.452994, Lng: -91.001444), Route carried "on" structure: State highway 47, Year Built: 1961, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 20,062 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 38,118 (year 2041), Design Load: H 20, Features Intersected: WIMMER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 102.643, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: December 2021
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Structure Number: 34066, Location: S 28 T 43 N R 1 E (Lat: 38.448778, Lng: -90.923972), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2041), Design Load: HS 20, Features Intersected: CR TO BOURBEUSE RV, Facility Carried by Structure: HERBST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 34066, Location: S 28 T 43 N R 1 E (Lat: 38.448778, Lng: -90.923972), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 20 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 36 (year 2041), Design Load: HS 20, Features Intersected: CR TO BOURBEUSE RV, Facility Carried by Structure: HERBST RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 47.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 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: 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: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34442, Location: S 15 T 42 N R 1 E (Lat: 38.386319, Lng: -90.894269), Route carried "on" structure: County highway 256, Year Built: 2013, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2041), Features Intersected: CR TO MERAMEC RVR, Facility Carried by Structure: OLD COVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 2, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 34442, Location: S 15 T 42 N R 1 E (Lat: 38.386319, Lng: -90.894269), Route carried "on" structure: County highway 256, Year Built: 2013, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 100 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 180 (year 2041), Features Intersected: CR TO MERAMEC RVR, Facility Carried by Structure: OLD COVE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 2, Length of Maximum Span: 2.5m (8.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 54.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 34938, Location: S 26 T 43 N R 1 W (Lat: 38.447019, Lng: -90.998767), Route carried "on" structure: State highway 47, Year Built: 2015, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 20,062 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 38,118 (year 2041), Features Intersected: FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.328, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 34938, Location: S 26 T 43 N R 1 W (Lat: 38.447019, Lng: -90.998767), Route carried "on" structure: State highway 47, Year Built: 2015, Status: Open, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 20,062 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 38,118 (year 2041), Features Intersected: FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 103.328, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 24.0m (78.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: 35003, Location: S 28 T 43 N R 1 W (Lat: 38.446111, Lng: -91.040000), Route carried "on" structure: County highway 136, Year Built: 2016, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 540 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR, Facility Carried by Structure: JUDITH SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35003, Location: S 28 T 43 N R 1 W (Lat: 38.446111, Lng: -91.040000), Route carried "on" structure: County highway 136, Year Built: 2016, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 300 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 540 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR, Facility Carried by Structure: JUDITH SPRING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.736, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 35381, Location: S 31 T 43 N R 1 E (Lat: 38.430717, Lng: -90.952722), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,304 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,086 (year 2041), Features Intersected: CR TO BOURBEUSE RV, Facility Carried by Structure: DENMARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.8 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 35381, Location: S 31 T 43 N R 1 E (Lat: 38.430717, Lng: -90.952722), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,304 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,086 (year 2041), Features Intersected: CR TO BOURBEUSE RV, Facility Carried by Structure: DENMARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.8 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: 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: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35875, Location: S 27 T 43 N R 1 W (Lat: 38.449389, Lng: -91.011569), Route carried "on" structure: City street 430, Year Built: 2019, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 2,878 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 4,605 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR, Facility Carried by Structure: CHRISTINA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 35875, Location: S 27 T 43 N R 1 W (Lat: 38.449389, Lng: -91.011569), Route carried "on" structure: City street 430, Year Built: 2019, Status: Open, Structure Length: 1.11m (3.64ft), Average Daily Traffic: 2,878 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 4,605 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR, Facility Carried by Structure: CHRISTINA ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 36021, Location: S 27 T 43 N R 1 W (Lat: 38.449961, Lng: -91.017272), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 1,650 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,640 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR, Facility Carried by Structure: PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36021, Location: S 27 T 43 N R 1 W (Lat: 38.449961, Lng: -91.017272), Route carried "on" structure: City street , Year Built: 2019, Status: Open, Structure Length: 1.27m (4.17ft), Average Daily Traffic: 1,650 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,640 (year 2041), Design Load: HS 20, Features Intersected: FLAT CR, Facility Carried by Structure: PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.3m (40.4ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 36208, Location: S 33 T 43 N R 1 E (Lat: 38.425694, Lng: -90.923056), Route carried "on" structure: City street 118, Year Built: 2020, Status: Not yet open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,080 (year 2041), Design Load: HS 20, Features Intersected: BIRCH CR, Facility Carried by Structure: DENMARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 80.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 36208, Location: S 33 T 43 N R 1 E (Lat: 38.425694, Lng: -90.923056), Route carried "on" structure: City street 118, Year Built: 2020, Status: Not yet open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,300 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 2,080 (year 2041), Design Load: HS 20, Features Intersected: BIRCH CR, Facility Carried by Structure: DENMARK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.862, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 80.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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 2019, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3833, Location: S 5 T 42 N R 1 W (Lat: 38.419556, Lng: -91.048361), Route carried "on" structure: State highway UU, Year Built: 1990, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,414 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,687 (year 2041), Design Load: HS 20, Features Intersected: WEBBER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 3833, Location: S 5 T 42 N R 1 W (Lat: 38.419556, Lng: -91.048361), Route carried "on" structure: State highway UU, Year Built: 1990, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 1,414 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,687 (year 2041), Design Load: HS 20, Features Intersected: WEBBER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 3834, Location: S 5 T 42 N R 1 W (Lat: 38.414264, Lng: -91.049758), Route carried "on" structure: State highway UU, Year Built: 1990, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 1,414 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,687 (year 2041), Design Load: HS 20, Features Intersected: ROTH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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
Structure Number: 3834, Location: S 5 T 42 N R 1 W (Lat: 38.414264, Lng: -91.049758), Route carried "on" structure: State highway UU, Year Built: 1990, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 1,414 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,687 (year 2041), Design Load: HS 20, Features Intersected: ROTH CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.228, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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
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Structure Number: 4899, Location: S 27 T 43 N R 1 E (Lat: 38.449947, Lng: -90.905356), Route carried "on" structure: State highway AT, Year Built: 1925, Year Reconstructed: 1934, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,522 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,692 (year 2041), Design Load: H 15, Features Intersected: PIN OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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
Structure Number: 4899, Location: S 27 T 43 N R 1 E (Lat: 38.449947, Lng: -90.905356), Route carried "on" structure: State highway AT, Year Built: 1925, Year Reconstructed: 1934, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 3,522 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 6,692 (year 2041), Design Load: H 15, Features Intersected: PIN OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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
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Structure Number: 4962, Location: S 31 T 43 N R 1 E (Lat: 38.436183, Lng: -90.944286), Route carried "on" structure: US 50, Year Built: 1926, Year Reconstructed: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,852 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 24,419 (year 2041), Design Load: H 20, Features Intersected: HUDLEYS BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.431, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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
Structure Number: 4962, Location: S 31 T 43 N R 1 E (Lat: 38.436183, Lng: -90.944286), Route carried "on" structure: US 50, Year Built: 1926, Year Reconstructed: 1959, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 12,852 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 24,419 (year 2041), Design Load: H 20, Features Intersected: HUDLEYS BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 354.431, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 64.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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
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Structure Number: 6097, Location: S 8 T 42 N R 1 E (Lat: 38.392675, Lng: -90.940894), Route carried "on" structure: Interstate 44, Year Built: 1925, Year Reconstructed: 1972, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 29,367 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 61,671 (year 2041), Design Load: H 20, Features Intersected: BR OF BOURBEUSE RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 391.834, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 20 degrees, 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: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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
Structure Number: 6097, Location: S 8 T 42 N R 1 E (Lat: 38.392675, Lng: -90.940894), Route carried "on" structure: Interstate 44, Year Built: 1925, Year Reconstructed: 1972, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 29,367 (year 2021), Truck Traffic: 35%, Average Future Daily Traffic: 61,671 (year 2041), Design Load: H 20, Features Intersected: BR OF BOURBEUSE RV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 391.834, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.9m (107.9ft), Skew: 20 degrees, 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: Fair, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, 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
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Structure Number: 7856, Location: S 23 T 43 N R 1 W (Lat: 38.455111, Lng: -91.000303), Route carried "on" structure: State highway V, Year Built: 1955, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 2,052 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,899 (year 2041), Design Load: H 10, Features Intersected: WIMMER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 7856, Location: S 23 T 43 N R 1 W (Lat: 38.455111, Lng: -91.000303), Route carried "on" structure: State highway V, Year Built: 1955, Status: Open, Structure Length: 0.89m (2.92ft), Average Daily Traffic: 2,052 (year 2021), Truck Traffic: 8%, Average Future Daily Traffic: 3,899 (year 2041), Design Load: H 10, Features Intersected: WIMMER CR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.174, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 1771, Location: S 33 T 43 N R 1 E (Lat: 38.426678, Lng: -90.914981), Route carried "under" structure: Interstate 44, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 15,056 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 75.251, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)
Structure Number: 1771, Location: S 33 T 43 N R 1 E (Lat: 38.426678, Lng: -90.914981), Route carried "under" structure: Interstate 44, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 15,056 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 75.251, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)
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Structure Number: 1771, Location: S 33 T 43 N R 1 E (Lat: 38.426678, Lng: -90.914981), Route carried "under" structure: Interstate 44, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 14,311 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 396.485, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)
Structure Number: 1771, Location: S 33 T 43 N R 1 E (Lat: 38.426678, Lng: -90.914981), Route carried "under" structure: Interstate 44, Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 14,311 (year 2021), Truck Traffic: 35%, Features Intersected: IS 44
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 396.485, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft)