Bridge Statistics for Ste. Genevieve, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 13119,  Location: S 34 T 60 N R 16 W (Lat: 39.966614,  Lng: -92.691022),  Route carried "on" structure: County highway 29,  Year Built: 1993,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 55 (year 2039),  Design Load: HS 20,  Features Intersected: CHARITON RVR,  Facility Carried by Structure: FOUNTAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.541,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13147,  Location: S 3254 T 37 N R 9 E (Lat: 37.945222,  Lng: -90.038183),  Route carried "on" structure: County highway 30,  Year Built: 1955,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 100 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 135 (year 2040),  Features Intersected: DODGE CR,  Facility Carried by Structure: QUARRY TOWN 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),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: 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: Somewhat better than minimum adequacy,  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: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 13977,  Location: S 6 T 66 N R 8 W (Lat: 40.555806,  Lng: -91.823000),  Route carried "on" structure: County highway 53,  Year Built: 1992,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 50 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 63 (year 2039),  Design Load: HS 20,  Features Intersected: FOX RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 13982,  Location: S 10 T 64 N R 37 W (Lat: 40.362083,  Lng: -95.046961),  Route carried "on" structure: County highway 530,  Year Built: 1970,  Status: Posted for load,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 35 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 40 (year 2041),  Features Intersected: SAND CR,  Facility Carried by Structure: 250TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Serious,  Channel: Serious,  Operating Rating: 11.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 5.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $326,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 13983,  Location: S 33 T 37 N R 3 E (Lat: 37.887500,  Lng: -90.702900),  Route carried "on" structure: County highway 53,  Year Built: 1955,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 50 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 60 (year 2040),  Design Load: H 15,  Features Intersected: HOPEWELL CR,  Facility Carried by Structure: HOPEWELL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17228,  Location: S 24 T 38 N R 9 E (Lat: 37.980358,  Lng: -90.090628),  Route carried "on" structure: County highway 146,  Year Built: 1984,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 50%,  Average Future Daily Traffic: 405 (year 2040),  Design Load: H 15,  Features Intersected: N GABOURI CR,  Facility Carried by Structure: INDUSTRIAL RVR RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.931,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.2m (10.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 1955,  Location: S 2046 T 38 N R 8 E (Lat: 37.974186,  Lng: -90.190261),  Route carried "on" structure: Interstate 55,  Year Built: 1970,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 11,751 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,327 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT O
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.297,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.7 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 1956,  Location: S 2046 T 38 N R 8 E (Lat: 37.974458,  Lng: -90.190103),  Route carried "on" structure: Interstate 55,  Year Built: 1970,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 9,430 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,917 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: RT O
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 249.384,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 57.6 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 2073,  Location: S 2091 T 37 N R 8 E (Lat: 37.949836,  Lng: -90.146919),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 218 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 305 (year 2041),  Design Load: H 15,  Features Intersected: IS 55,  Facility Carried by Structure: ZELL RD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.415,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2074,  Location: S 2 T 37 N R 8 E (Lat: 37.941369,  Lng: -90.131914),  Route carried "on" structure: Interstate 55,  Year Built: 1969,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 9,294 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,659 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 94.667,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 2075,  Location: S 2 T 37 N R 8 E (Lat: 37.941639,  Lng: -90.131883),  Route carried "on" structure: Interstate 55,  Year Built: 1969,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 9,430 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 17,917 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 243.052,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 2076,  Location: S 2 T 37 N R 8 E (Lat: 37.936567,  Lng: -90.122728),  Route carried "on" structure: State highway 32,  Year Built: 1969,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 4,136 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,858 (year 2041),  Design Load: H 20,  Features Intersected: IS 55
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 446.200,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 2086,  Location: S 20 T 30 N R 9 E (Lat: 37.893422,  Lng: -90.056517),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 138 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 193 (year 2041),  Design Load: H 15,  Features Intersected: IS 55,  Facility Carried by Structure: EISENBEIS BOTTOM R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.463,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2087,  Location: S 2095 T 37 N R 9 E (Lat: 37.891925,  Lng: -90.054700),  Route carried "on" structure: Interstate 55,  Year Built: 1969,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 11,805 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 22,430 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: AUX VASES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.615,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 2088,  Location: S 209 T 37 N R 9 E (Lat: 37.892178,  Lng: -90.054597),  Route carried "on" structure: Interstate 55,  Year Built: 1969,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 11,124 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 21,136 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: AUX VASES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 234.059,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 22984,  Location: S 146 T 38 N R 9 E (Lat: 37.984472,  Lng: -90.048844),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,900 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,660 (year 2040),  Features Intersected: N GABOURI CR,  Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  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: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.23m (0.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $371,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22985,  Location: S 146 T 38 N R 9 E (Lat: 37.983447,  Lng: -90.043567),  Route carried "on" structure: City street ,  Year Built: 1940,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 3,200 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,480 (year 2040),  Features Intersected: N GABOURI CR,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $303,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $455,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22986,  Location: S 146 T 38 N R 9 E (Lat: 37.977564,  Lng: -90.047303),  Route carried "on" structure: City street ,  Year Built: 1934,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 8,875 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,981 (year 2040),  Features Intersected: S GABOURI CR,  Facility Carried by Structure: 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.34m (1.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $645,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22987,  Location: S 146 T 38 N R 9 E (Lat: 37.977322,  Lng: -90.042778),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 1,945 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,723 (year 2040),  Features Intersected: S GABOURI CR,  Facility Carried by Structure: MAIN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 6 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.8m (19.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: 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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.25m (0.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $276,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22988,  Location: S 146 T 38 N R 9 E (Lat: 37.972750,  Lng: -90.057394),  Route carried "on" structure: City street ,  Year Built: 1991,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 300 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 405 (year 2040),  Features Intersected: S GABOURI CR,  Facility Carried by Structure: CHADWELL LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.127,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 30.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 29633,  Location: S 3221 T 37 N R 9 E (Lat: 37.919917,  Lng: -89.994586),  Route carried "on" structure: US 61,  Year Built: 2003,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 6,370 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,918 (year 2041),  Design Load: HS 20,  Features Intersected: RIVER AUX VASES
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 376.425,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 3264,  Location: S 271 T 38 N R 9 E (Lat: 37.972139,  Lng: -90.061039),  Route carried "on" structure: US 61,  Year Built: 1981,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 4,836 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,770 (year 2041),  Design Load: H 20,  Features Intersected: S GABOURI CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 367.688,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: 3265,  Location: S 265 T 37 N R 9 E (Lat: 37.929669,  Lng: -90.000464),  Route carried "on" structure: US 61,  Year Built: 1981,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 6,370 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 8,918 (year 2041),  Design Load: H 20,  Features Intersected: DODGE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 375.313,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Inventory Rating: 72.0 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: Febuary 2021

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Structure Number: 523,  Location: S 24 T 38 N R 8 E (Lat: 37.978786,  Lng: -90.095967),  Route carried "on" structure: US 61,  Year Built: 1929,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 4,836 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,770 (year 2041),  Design Load: H 15,  Features Intersected: GABOURI CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 364.303,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.4m (37.4ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.31m (1.02ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $392,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $587,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 5267,  Location: S 270 T 38 N R 9 E (Lat: 37.973106,  Lng: -90.062000),  Route carried "on" structure: US 61,  Year Built: 1930,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 4,836 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 6,770 (year 2041),  Design Load: H 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 367.541,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 45.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 593,  Location: S 34 T 44 N R 12 W (Lat: 38.519431,  Lng: -92.232708),  Route carried "on" structure: US 54,  Year Built: 1941,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 9,561 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 16,732 (year 2041),  Design Load: H 15,  Features Intersected: NEIGHORN BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 262.468,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $319,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $478,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Internally Sealed

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Structure Number: 61,  Location: S 4 T 35 N R 6 E (Lat: 37.766694,  Lng: -90.379169),  Route carried "on" structure: State highway F,  Year Built: 1961,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 2,200 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,520 (year 2041),  Design Load: H 15,  Features Intersected: WOLF CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.228,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $574,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $862,000 ( Estimate for 2022),  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: 615,  Location: S 1 T 28 N R 30 W (Lat: 37.166144,  Lng: -94.146192),  Route carried "on" structure: State highway 37,  Year Built: 1963,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 463 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 718 (year 2041),  Design Load: H 15,  Features Intersected: WHITE OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.585,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 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: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 616,  Location: S 33 T 40 N R 4 E (Lat: 38.155769,  Lng: -90.576336),  Route carried "on" structure: State highway Y,  Year Built: 1949,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 2,710 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,878 (year 2041),  Design Load: H 15,  Features Intersected: BALL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.967,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 709,  Location: S 2 T 42 N R 15 W (Lat: 38.426881,  Lng: -92.545978),  Route carried "on" structure: State highway 87,  Year Built: 1963,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 1,458 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,062 (year 2041),  Design Load: H 15,  Features Intersected: MOREAU CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.131,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 741,  Location: S 1712 T 45 N R 8 W (Lat: 38.697397,  Lng: -91.827697),  Route carried "on" structure: State highway 94,  Year Built: 1963,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 1,485 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 2,450 (year 2041),  Design Load: H 15,  Features Intersected: AUXVASSE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.706,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2020,  Underwater Inspection Date: July 2017,  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: 743,  Location: S 18 T 32 N R 14 E (Lat: 37.455361,  Lng: -89.533989),  Route carried "on" structure: State highway V,  Year Built: 1959,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 414 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 642 (year 2041),  Design Load: H 15,  Features Intersected: LIT INDIAN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.911,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.53m (1.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $605,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $908,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 744,  Location: S 1 T 22 N R 19 W (Lat: 36.625278,  Lng: -92.988631),  Route carried "on" structure: State highway M,  Year Built: 1951,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 408 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 857 (year 2041),  Design Load: H 10,  Features Intersected: DABBS BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.376,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 1955,  Location: S 2046 T 38 N R 8 E (Lat: 37.974186,  Lng: -90.190261),  Route carried "under" structure: State highway O,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 788 (year 2021),  Truck Traffic: 11%,  Features Intersected: RT O,  Facility Carried by Structure: IS 55 S
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.343,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1956,  Location: S 2046 T 38 N R 8 E (Lat: 37.974458,  Lng: -90.190103),  Route carried "under" structure: State highway O,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 382 (year 2021),  Truck Traffic: 11%,  Features Intersected: RT O,  Facility Carried by Structure: IS 55 N
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.315,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 2073,  Location: S 2091 T 37 N R 8 E (Lat: 37.949836,  Lng: -90.146919),  Route carried "under" structure: Interstate 55,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,294 (year 2021),  Truck Traffic: 10%,  Features Intersected: IS 55,  Facility Carried by Structure: ZELL RD S
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 93.064,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 2073,  Location: S 2091 T 37 N R 8 E (Lat: 37.949836,  Lng: -90.146919),  Route carried "under" structure: Interstate 55,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,430 (year 2021),  Truck Traffic: 22%,  Features Intersected: IS 55,  Facility Carried by Structure: ZELL RD S
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 244.671,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 2076,  Location: S 2 T 37 N R 8 E (Lat: 37.936567,  Lng: -90.122728),  Route carried "under" structure: Interstate 55,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,124 (year 2021),  Truck Traffic: 22%,  Features Intersected: IS 55,  Facility Carried by Structure: MO 32 E
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 242.062,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 2076,  Location: S 2 T 37 N R 8 E (Lat: 37.936567,  Lng: -90.122728),  Route carried "under" structure: Interstate 55,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 9,294 (year 2021),  Truck Traffic: 10%,  Features Intersected: IS 55,  Facility Carried by Structure: MO 32 E
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 95.639,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 2086,  Location: S 20 T 30 N R 9 E (Lat: 37.893422,  Lng: -90.056517),  Route carried "under" structure: Interstate 55,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,805 (year 2021),  Truck Traffic: 10%,  Features Intersected: IS 55,  Facility Carried by Structure: EISENBEIS BOTTOM R
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 103.421,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 2086,  Location: S 20 T 30 N R 9 E (Lat: 37.893422,  Lng: -90.056517),  Route carried "under" structure: Interstate 55,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,124 (year 2021),  Truck Traffic: 22%,  Features Intersected: IS 55,  Facility Carried by Structure: EISENBEIS BOTTOM R
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 234.313,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)