Bridge Statistics for Hannibal, Missouri (MO)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 28929,  Location: S 28 T 57 N R 5 W (Lat: 39.701594,  Lng: -91.468411),  Route carried "on" structure: US 36,  Year Built: 2001,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 4,966 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,435 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.063,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.7m (48.2ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 82.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: 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: 29274,  Location: S 32 T 57 N R 4 W (Lat: 39.689389,  Lng: -91.375833),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,500 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,375 (year 2041),  Design Load: HS 20,  Features Intersected: MILLS CR,  Facility Carried by Structure: JOHNSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 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: March 2021

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Structure Number: 29647,  Location: S 26 T 58 N R 5 W (Lat: 39.787722,  Lng: -91.420861),  Route carried "on" structure: County highway 178,  Year Built: 2003,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 50 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 63 (year 2041),  Features Intersected: BRANCH,  Facility Carried by Structure: COUNTY RD 411
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

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

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Structure Number: 29678,  Location: S 24 T 57 N R 5 W (Lat: 39.714439,  Lng: -91.400550),  Route carried "on" structure: US 36,  Year Built: 2003,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 5,453 (year 2021),  Truck Traffic: 42%,  Average Future Daily Traffic: 10,361 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST MUNGER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.293,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 29679,  Location: S 24 T 57 N R 5 W (Lat: 39.714644,  Lng: -91.400556),  Route carried "on" structure: US 36,  Year Built: 2003,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 5,754 (year 2021),  Truck Traffic: 30%,  Average Future Daily Traffic: 10,933 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST MUNGER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.722,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present minimum 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: Low Slump Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 30558,  Location: S 11 T 57 N R 5 W (Lat: 39.752278,  Lng: -91.427889),  Route carried "on" structure: County highway 252,  Year Built: 2004,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 188 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CLEAR CR,  Facility Carried by Structure: COUNTY RD 409
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.0m (13.1ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.0 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 30875,  Location: S 32 T 57 N R 4 W (Lat: 39.693722,  Lng: -91.374278),  Route carried "on" structure: City street 185,  Year Built: 2006,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 1,737 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,345 (year 2041),  Design Load: HS 20,  Features Intersected: MILLS CR,  Facility Carried by Structure: LINDELL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal 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: 4.3m (14.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 32413,  Location: S 1 T 56 N R 5 W (Lat: 39.679689,  Lng: -91.416461),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 950 (year 2021),  Truck Traffic: 50%,  Average Future Daily Traffic: 1,283 (year 2041),  Design Load: HS 20,  Features Intersected: BRANCH,  Facility Carried by Structure: RED DEVIL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 32701,  Location: S 24 T 57 N R 4 W (Lat: 39.715861,  Lng: -91.400694),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Posted for load,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 2,730 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,686 (year 2041),  Design Load: HS 20,  Features Intersected: MINNOW BR,  Facility Carried by Structure: MUNGER LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 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: Better than present minimum 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: 33902,  Location: S 28 T 57 N R 5 W (Lat: 39.700903,  Lng: -91.466536),  Route carried "on" structure: State highway MM,  Year Built: 2012,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 3,949 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,726 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.453,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 87.3 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 34725,  Location: S 19 T 56 N R 4 W (Lat: 39.634806,  Lng: -91.387778),  Route carried "on" structure: County highway 76,  Year Built: 2014,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 48 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 60 (year 2041),  Design Load: HS 20,  Features Intersected: CAMP CR,  Facility Carried by Structure: CAMP CREEK LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.966,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.1m (82.3ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  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: Superior to present desirable 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: June 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 34937,  Location: S 12 T 57 N R 5 W (Lat: 39.750994,  Lng: -91.404475),  Route carried "on" structure: State highway 168,  Year Built: 2015,  Status: Open,  Structure Length: 5.29m (17.36ft),  Average Daily Traffic: 2,549 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,696 (year 2041),  Features Intersected: CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.934,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 70.2 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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: 35408,  Location: S 29 T 57 N R 5 W (Lat: 39.709722,  Lng: -91.480833),  Route carried "on" structure: County highway 262,  Year Built: 2017,  Status: Open,  Structure Length: 2.58m (8.46ft),  Average Daily Traffic: 150 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 188 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CR,  Facility Carried by Structure: COUNTY RD 423
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 77.4 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: 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35551,  Location: S 28 T 57 N R 4 W (Lat: 39.702500,  Lng: -91.357500),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 70 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 88 (year 2041),  Design Load: HS 20,  Features Intersected: BEAR CR,  Facility Carried by Structure: ELY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Truss - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 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: 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: Other,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy

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Structure Number: 35562,  Location: S 1 T 56 N R 5 W (Lat: 39.678389,  Lng: -91.409444),  Route carried "on" structure: City street ,  Year Built: 2017,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 4,103 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,539 (year 2041),  Features Intersected: BEAR CR,  Facility Carried by Structure: WARREN BARRETT DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 95.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 385,  Location: S 1 T 56 N R 5 W (Lat: 39.679089,  Lng: -91.411239),  Route carried "on" structure: US 61,  Year Built: 1990,  Status: Open,  Structure Length: 5.76m (18.90ft),  Average Daily Traffic: 11,133 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 21,153 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: BEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 102.245,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 3851,  Location: S 1 T 56 N R 5 W (Lat: 39.682708,  Lng: -91.408233),  Route carried "on" structure: US 61,  Year Built: 1990,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 11,133 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 21,153 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.757,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 69.3 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 4076,  Location: S 21 T 57 N R 4 W (Lat: 39.719167,  Lng: -91.361300),  Route carried "on" structure: Interstate 72,  Year Built: 2000,  Status: Open,  Structure Length: 136.86m (449.02ft),  Average Daily Traffic: 14,484 (year 2021),  Truck Traffic: 33%,  Average Future Daily Traffic: 27,520 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: MISSISSIPPI RVR, CST 410
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 2.675,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.1m (85.6ft),  Skew: 33 degrees,  Navigation Control: Yes ( Vertical Clearance: 18.9m (62.0ft), Horizontal Clearance: 182.9m (600.1ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 25,  Length of Maximum Span: 195.1m (640.1ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.0 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.69m (44.91ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Bridge Improvement Cost: $100,445,000,  Roadway Improvement Cost: $10,044,000,  Total Project Cost: $150,667,000 ( 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: 4144,  Location: S 19 T 57 N R 4 W (Lat: 39.715492,  Lng: -91.381528),  Route carried "on" structure: Interstate 72,  Year Built: 1993,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,453 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 14,161 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.079,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum 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: Internally Sealed

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Structure Number: 4156,  Location: S 19 T 57 N R 4 W (Lat: 39.715378,  Lng: -91.381558),  Route carried "on" structure: Interstate 72,  Year Built: 1993,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 7,319 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 13,906 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST CENTRAL AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.180,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 68.4 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: 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 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: 4283,  Location: S 192 T 57 N R 4 W (Lat: 39.717064,  Lng: -91.372831),  Route carried "on" structure: Interstate 72,  Year Built: 1997,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 7,319 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 13,906 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MO 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.939,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum 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: 4284,  Location: S 192 T 57 N R 4 W (Lat: 39.717161,  Lng: -91.372908),  Route carried "on" structure: Interstate 72,  Year Built: 1997,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 6,916 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 13,140 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: MO 79
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.305,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum 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: 4285,  Location: S 19 T 57 N R 4 W (Lat: 39.716114,  Lng: -91.377972),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 818 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,186 (year 2041),  Design Load: HS 20,  Features Intersected: IS 72,  Facility Carried by Structure: COUNTRY CLUB DR S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.555,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.5m (103.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Operating Rating: 82.8 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: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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: Internally Sealed

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Structure Number: 5393,  Location: S 30 T 57 N R 4 W (Lat: 39.710153,  Lng: -91.391261),  Route carried "on" structure: US 61,  Year Built: 1930,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 29,470 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 45,679 (year 2041),  Design Load: H 20,  Features Intersected: MINNOW CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 98.041,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 23 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: Satisfactory,  Culverts: Serious,  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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum 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: October 2021,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2022)

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Structure Number: 5402,  Location: S 36 T 57 N R 5 W (Lat: 39.688103,  Lng: -91.403667),  Route carried "on" structure: US 61,  Year Built: 1930,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 19,829 (year 2021),  Truck Traffic: 24%,  Average Future Daily Traffic: 37,675 (year 2041),  Design Load: H 20,  Features Intersected: JAMES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 101.077,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 23 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: 43.2 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 5809,  Location: S 34 T 57 N R 4 W (Lat: 39.693406,  Lng: -91.330581),  Route carried "on" structure: State highway 79,  Year Built: 1958,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 2,041 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 3,164 (year 2041),  Design Load: H 20,  Features Intersected: CAVE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.807,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 72.0 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: October 2021

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Structure Number: 655,  Location: S 1846 T 36 N R 12 E (Lat: 37.778111,  Lng: -89.722842),  Route carried "on" structure: State highway C,  Year Built: 1961,  Status: Open,  Structure Length: 9.11m (29.89ft),  Average Daily Traffic: 198 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 277 (year 2041),  Design Load: H 15,  Features Intersected: CINQUEHMS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.677,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.3m (83.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.2 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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

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Structure Number: 655,  Location: S 29 T 57 N R 4 W (Lat: 39.713103,  Lng: -91.362269),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 1,116 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,618 (year 2041),  Design Load: H 15,  Features Intersected: MO 79,  Facility Carried by Structure: RESERVOIR ST S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.436,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum 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: Internally Sealed

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Structure Number: 6624,  Location: S 19 T 57 N R 4 W (Lat: 39.714539,  Lng: -91.397883),  Route carried "on" structure: US 36,  Year Built: 1958,  Status: Open,  Structure Length: 0.81m (2.66ft),  Average Daily Traffic: 11,207 (year 2021),  Truck Traffic: 42%,  Average Future Daily Traffic: 21,293 (year 2041),  Design Load: H 20,  Features Intersected: MINNOW BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 306.537,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  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: 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: 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: October 2021

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Structure Number: 842,  Location: S 28 T 57 N R 4 W (Lat: 39.706850,  Lng: -91.355175),  Route carried "on" structure: State highway 79,  Year Built: 1966,  Status: Open,  Structure Length: 30.89m (101.35ft),  Average Daily Traffic: 6,428 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,963 (year 2041),  Design Load: H 20,  Features Intersected: CST WARREN BARRETT DR, C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.055,  Lanes on structure: 2,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 8,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Serious,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 37.8 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.09m (10.14ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2020,  Bridge Improvement Cost: $3,893,000,  Roadway Improvement Cost: $389,000,  Total Project Cost: $5,840,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 856,  Location: S 1 T 56 N R 5 W (Lat: 39.682650,  Lng: -91.407925),  Route carried "on" structure: US 61,  Year Built: 1963,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 11,407 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 21,673 (year 2041),  Design Load: H 20,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 532.316,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 8959,  Location: S 35 T 58 N R 5 W (Lat: 39.773317,  Lng: -91.420106),  Route carried "on" structure: State highway 168,  Year Built: 1933,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 2,549 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,696 (year 2041),  Design Load: H 10,  Features Intersected: CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.488,  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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 41.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 897,  Location: S 35 T 58 N R 5 W (Lat: 39.785178,  Lng: -91.432178),  Route carried "on" structure: State highway 168,  Year Built: 1935,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 2,549 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,696 (year 2041),  Design Load: H 10,  Features Intersected: DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 60.803,  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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 36.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 9396,  Location: S 30 T 57 N R 4 W (Lat: 39.711700,  Lng: -91.391800),  Route carried "on" structure: ServiceOther road ,  Year Built: 1975,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 950 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,378 (year 2040),  Design Load: H 15,  Features Intersected: BR,  Facility Carried by Structure: PVT BRIDGE T1009 W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.019,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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 2021

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Structure Number: 103,  Location: S 2 T 56 N R 4 W (Lat: 39.669033,  Lng: -91.311686),  Route carried "under" structure: ServiceCounty highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2018),  Truck Traffic: 10%,  Features Intersected: QUARRY RD,  Facility Carried by Structure: MO 79 S
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 11888,  Location: S 19 T 57 N R 4 W (Lat: 39.714667,  Lng: -91.392022),  Route carried "under" structure: Ramp State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 2,883 (year 2021),  Truck Traffic: 18%,  Features Intersected: RP US61S TO IS72E,  Facility Carried by Structure: IS 72 E
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.010,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: 11888,  Location: S 19 T 57 N R 4 W (Lat: 39.714667,  Lng: -91.392022),  Route carried "under" structure: Ramp State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 2,839 (year 2021),  Truck Traffic: 19%,  Features Intersected: RP IS72W TO US61S,  Facility Carried by Structure: IS 72 E
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.286,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: 11888,  Location: S 19 T 57 N R 4 W (Lat: 39.714667,  Lng: -91.392022),  Route carried "under" structure: Ramp State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 902 (year 2021),  Truck Traffic: 5%,  Features Intersected: RP US36E TO US61N,  Facility Carried by Structure: IS 72 E
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.296,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: 11888,  Location: S 19 T 57 N R 4 W (Lat: 39.714667,  Lng: -91.392022),  Route carried "under" structure: Ramp State highway ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 926 (year 2021),  Truck Traffic: 5%,  Features Intersected: RP US61N TO US36W,  Facility Carried by Structure: IS 72 E
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 0.010,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: 11888,  Location: S 19 T 57 N R 4 W (Lat: 39.714667,  Lng: -91.392022),  Route carried "under" structure: US 61,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 29,470 (year 2021),  Truck Traffic: 24%,  Features Intersected: US 61,  Facility Carried by Structure: IS 72 E
Minimum Vertical Clearance: 5.71m (18.73ft),  Kilometerpoint: 97.549,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.0m (144.4ft)

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Structure Number: 28914,  Location: S 32 T 57 N R 5 W (Lat: 39.693442,  Lng: -91.480269),  Route carried "under" structure: US 36,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 4,812 (year 2021),  Truck Traffic: 36%,  Features Intersected: US 36,  Facility Carried by Structure: CO CRD 426 TO RTMM
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 298.613,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

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Structure Number: 28914,  Location: S 32 T 57 N R 5 W (Lat: 39.693442,  Lng: -91.480269),  Route carried "under" structure: US 36,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 4,966 (year 2021),  Truck Traffic: 13%,  Features Intersected: US 36,  Facility Carried by Structure: CO CRD 426 TO RTMM
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 11.459,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

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Structure Number: 28927,  Location: S 27 T 57 N R 5 W (Lat: 39.713536,  Lng: -91.445903),  Route carried "under" structure: US 36,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 4,408 (year 2021),  Truck Traffic: 30%,  Features Intersected: US 36,  Facility Carried by Structure: SHINN LN S
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 7.636,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.5m (165.7ft)

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Structure Number: 28927,  Location: S 27 T 57 N R 5 W (Lat: 39.713536,  Lng: -91.445903),  Route carried "under" structure: US 36,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 4,812 (year 2021),  Truck Traffic: 36%,  Features Intersected: US 36,  Facility Carried by Structure: SHINN LN S
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 302.432,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.5m (165.7ft)

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Structure Number: 28928,  Location: S 23 T 57 N R 5 W (Lat: 39.714139,  Lng: -91.418881),  Route carried "under" structure: US 36,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 5,758 (year 2021),  Truck Traffic: 30%,  Features Intersected: US 36,  Facility Carried by Structure: VETERANS RD S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 5.311,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.3m (132.2ft)

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Structure Number: 28928,  Location: S 23 T 57 N R 5 W (Lat: 39.714139,  Lng: -91.418881),  Route carried "under" structure: US 36,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 2,082 (year 2021),  Truck Traffic: 42%,  Features Intersected: US 36,  Facility Carried by Structure: VETERANS RD S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 304.741,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.3m (132.2ft)

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Structure Number: 29678,  Location: S 24 T 57 N R 5 W (Lat: 39.714439,  Lng: -91.400550),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 2,662 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST MUNGER LN,  Facility Carried by Structure: US 36 E
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 1.650,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 29679,  Location: S 24 T 57 N R 5 W (Lat: 39.714644,  Lng: -91.400556),  Route carried "under" structure: City street ,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 1,403 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST MUNGER LN,  Facility Carried by Structure: US 36 W
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 1.627,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 4076,  Location: S 21 T 57 N R 4 W (Lat: 39.719167,  Lng: -91.361300),  Route carried "under" structure: City street ,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2021),  Truck Traffic: 10%,  Features Intersected: CST WABASH AVE,  Facility Carried by Structure: IS 72 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.459,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 195.1m (640.1ft)

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Structure Number: 4076,  Location: S 21 T 57 N R 4 W (Lat: 39.719167,  Lng: -91.361300),  Route carried "under" structure: City street 410,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 58 (year 2021),  Truck Traffic: 10%,  Features Intersected: CST 410,  Facility Carried by Structure: IS 72 E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.427,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 195.1m (640.1ft)

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Structure Number: 4144,  Location: S 19 T 57 N R 4 W (Lat: 39.715492,  Lng: -91.381528),  Route carried "under" structure: City street ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 1,724 (year 2021),  Truck Traffic: 1%,  Features Intersected: CST CENTRAL AVE,  Facility Carried by Structure: IS 72 W
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.808,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)