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

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Structure Number: 893,  Location: S 27 T 45 N R 7 E (Lat: 38.610072,  Lng: -90.209878),  Route carried "on" structure: Interstate 44,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 22.34m (73.29ft),  Average Daily Traffic: 44,506 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 55,633 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 55, CST 12TH ST, IS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 466.529,  Lanes on structure: 2,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 63.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.24m (7.35ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Other Special Inspection Date: September 2020,  Bridge Improvement Cost: $1,829,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $2,743,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 895,  Location: S 27 T 45 N R 7 E (Lat: 38.612244,  Lng: -90.214500),  Route carried "on" structure: City street ,  Year Built: 1970,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 9.33m (30.61ft),  Average Daily Traffic: 5,652 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,478 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 44, RP IS44E TO IS55S,  Facility Carried by Structure: MISSISSIPPI AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.938,  Lanes on structure: 2,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Other Special Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 8996,  Location: S 8 T 30 N R 4 E (Lat: 37.292772,  Lng: -90.628928),  Route carried "on" structure: State highway 143,  Year Built: 1933,  Status: Open,  Structure Length: 7.25m (23.79ft),  Average Daily Traffic: 514 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 720 (year 2041),  Design Load: H 10,  Features Intersected: BIG CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.375,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.83m (2.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $946,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $1,420,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9355,  Location: S 20 T 38 N R 20 W (Lat: 38.023278,  Lng: -93.144733),  Route carried "on" structure: State highway P,  Year Built: 1948,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 292 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 394 (year 2041),  Design Load: H 10,  Features Intersected: STARKES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.580,  Lanes on structure: 2,  Owner: State 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: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Channel: Poor,  Culverts: Poor,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.16m (0.52ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2022,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $375,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9357,  Location: S 3 T 62 N R 10 W (Lat: 40.198514,  Lng: -92.005275),  Route carried "on" structure: State highway V,  Year Built: 1951,  Status: Posted for load,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 458 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 664 (year 2041),  Design Load: H 10,  Features Intersected: BRIDGES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.604,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 18.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.50m (1.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $571,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $856,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9358,  Location: S 16 T 62 N R 10 W (Lat: 40.179314,  Lng: -92.006539),  Route carried "on" structure: State highway V,  Year Built: 1951,  Status: Posted for load,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 1,086 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,575 (year 2041),  Design Load: H 10,  Features Intersected: LIT BRIDGES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.756,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.9m (32.5ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $445,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $668,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9359,  Location: S 7 T 23 N R 12 W (Lat: 36.684097,  Lng: -92.331697),  Route carried "on" structure: State highway 181,  Year Built: 1946,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 225 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 360 (year 2041),  Design Load: H 10,  Features Intersected: PINE HOLLOW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 76.302,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 26.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 936,  Location: S 34 T 25 N R 14 E (Lat: 36.772294,  Lng: -89.534692),  Route carried "on" structure: Interstate 55,  Year Built: 1964,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 13,218 (year 2021),  Truck Traffic: 59%,  Average Future Daily Traffic: 24,453 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: ST JOHNS DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 95.164,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 9361,  Location: S 35 T 22 N R 4 W (Lat: 36.523853,  Lng: -91.375692),  Route carried "on" structure: State highway 142,  Year Built: 1950,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 595 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 893 (year 2041),  Design Load: H 10,  Features Intersected: JANES CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 74.561,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 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: Very good,  Culverts: Fair,  Operating Rating: 45.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 9364,  Location: S 3043 T 35 N R 5 E (Lat: 37.736289,  Lng: -90.429222),  Route carried "on" structure: State highway H,  Year Built: 1939,  Status: Open,  Structure Length: 0.75m (2.46ft),  Average Daily Traffic: 4,941 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,906 (year 2041),  Design Load: H 10,  Features Intersected: PEARSALL BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.125,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

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Structure Number: 9367,  Location: S 14 T 42 N R 9 W (Lat: 38.386686,  Lng: -91.901358),  Route carried "on" structure: State highway E,  Year Built: 1937,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 2,173 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,803 (year 2041),  Design Load: H 10,  Features Intersected: BEXTON CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.705,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Channel: Fair,  Culverts: 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 9368,  Location: S 1 T 27 N R 9 E (Lat: 37.032133,  Lng: -90.017967),  Route carried "on" structure: State highway V,  Year Built: 1937,  Status: Posted for load,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 188 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 263 (year 2041),  Design Load: H 10,  Features Intersected: CASTOR RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.385,  Lanes on structure: 1,  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: 5,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 18.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.0 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: 0.61m (2.00ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $624,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $936,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9577,  Location: S 25 T 34 N R 29 W (Lat: 37.653667,  Lng: -94.056972),  Route carried "on" structure: State highway B,  Year Built: 1947,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 750 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,088 (year 2041),  Design Load: H 10,  Features Intersected: WILHITE BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.381,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 45.0 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 9578,  Location: S 30 T 34 N R 29 W (Lat: 37.657617,  Lng: -94.154547),  Route carried "on" structure: State highway B,  Year Built: 1937,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 689 (year 2021),  Truck Traffic: 28%,  Average Future Daily Traffic: 965 (year 2041),  Design Load: H 10,  Features Intersected: MCCARTY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.739,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 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: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Fair,  Culverts: Fair,  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: 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 2022

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Structure Number: 958,  Location: S 1 T 57 N R 22 W (Lat: 39.777847,  Lng: -93.324636),  Route carried "on" structure: US 36,  Year Built: 1967,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 4,161 (year 2021),  Truck Traffic: 36%,  Average Future Daily Traffic: 7,282 (year 2041),  Design Load: H 20,  Features Intersected: BIG PARSONS CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.057,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 964,  Location: S 1986 T 41 N R 6 E (Lat: 38.234631,  Lng: -90.403364),  Route carried "on" structure: ServiceOther road ,  Year Built: 1966,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 10 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 18 (year 2041),  Features Intersected: IS 55,  Facility Carried by Structure: PVT MANLEY QUARRY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.666,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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

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Structure Number: 9647,  Location: S 8 T 22 N R 1 W (Lat: 36.576783,  Lng: -91.091372),  Route carried "on" structure: State highway 142,  Year Built: 1946,  Status: Open,  Structure Length: 1.35m (4.43ft),  Average Daily Traffic: 420 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 630 (year 2041),  Design Load: H 10,  Features Intersected: MILL CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 105.230,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.20m (0.66ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9648,  Location: S 11 T 25 N R 16 E (Lat: 36.819447,  Lng: -89.291517),  Route carried "on" structure: State highway DD,  Year Built: 1948,  Status: Posted for load,  Structure Length: 2.35m (7.71ft),  Average Daily Traffic: 22 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 31 (year 2041),  Design Load: H 10,  Features Intersected: DRAIN DTCH #23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.462,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  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: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.32m (1.05ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $491,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9649,  Location: S 17 T 25 N R 17 E (Lat: 36.819919,  Lng: -89.259036),  Route carried "on" structure: State highway DD,  Year Built: 1948,  Status: Posted for load,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 22 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 31 (year 2041),  Design Load: H 10,  Features Intersected: DRAIN DTCH #31
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.362,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 19.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 0.32m (1.05ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $328,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $491,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9651,  Location: S 13 T 53 N R 34 W (Lat: 39.406186,  Lng: -94.658589),  Route carried "on" structure: State highway B,  Year Built: 1957,  Year Reconstructed: 2011,  Status: Posted for load,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 765 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,377 (year 2041),  Design Load: H 10,  Features Intersected: PLATTE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.141,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 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: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 9654,  Location: S 2 T 23 N R 4 W (Lat: 36.675403,  Lng: -91.380678),  Route carried "on" structure: State highway E,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,119 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,567 (year 2041),  Design Load: H 15,  Features Intersected: SANDERS BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.912,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: 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: 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: January 2022

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Structure Number: 9655,  Location: S 2 T 55 N R 26 W (Lat: 39.605914,  Lng: -93.795403),  Route carried "on" structure: State highway A,  Year Built: 1938,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,235 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,606 (year 2041),  Design Load: H 10,  Features Intersected: DEAD OAK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.413,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  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: 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: December 2020

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Structure Number: 9656,  Location: S 33 T 31 N R 12 E (Lat: 37.314342,  Lng: -89.726450),  Route carried "on" structure: State highway Z,  Year Built: 1939,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,519 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,354 (year 2041),  Design Load: H 10,  Features Intersected: FOSTER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.422,  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: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  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: Equal to 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: 9754,  Location: S 32 T 26 N R 6 E (Lat: 36.861581,  Lng: -90.430383),  Route carried "on" structure: State highway O,  Year Built: 1958,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 290 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 435 (year 2041),  Design Load: H 10,  Features Intersected: CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.054,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 9759,  Location: S 9 T 34 N R 18 W (Lat: 37.678183,  Lng: -92.919839),  Route carried "on" structure: State highway P,  Year Built: 1946,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 432 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 626 (year 2041),  Design Load: H 10,  Features Intersected: FOUR MILE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.208,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.24m (0.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 9853,  Location: S 25 T 61 N R 22 W (Lat: 40.051850,  Lng: -93.316861),  Route carried "on" structure: State highway 139,  Year Built: 1949,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 127 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 159 (year 2041),  Design Load: H 10,  Features Intersected: LIT MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 70.988,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 9918,  Location: S 30 T 23 N R 11 W (Lat: 36.643042,  Lng: -92.225150),  Route carried "on" structure: State highway H,  Year Built: 1949,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 176 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 282 (year 2041),  Design Load: H 10,  Features Intersected: N FK WHITE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.911,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 6.6m (21.7ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 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: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: January 2022,  Underwater Inspection Date: August 2020,  Bridge Improvement Cost: $615,000,  Roadway Improvement Cost: $61,000,  Total Project Cost: $922,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 992,  Location: S 32 T 59 N R 35 W (Lat: 39.884272,  Lng: -94.856150),  Route carried "on" structure: Interstate 29,  Year Built: 1965,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 12,163 (year 2021),  Truck Traffic: 34%,  Average Future Daily Traffic: 25,542 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: IS 229, RP IS229N TO US5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 108.357,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: DAPAMCLAK000002,  Location: S SEWAGE DISPOSAL PLANT (Lat: 39.096381,  Lng: -94.268781),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 2.21m (7.25ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2043),  Design Load: HS 20,  Features Intersected: WEST FIRE PRAIRIE CREEK,  Facility Carried by Structure: COMMANDER'S RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.6m (67.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,286 (year 2021),  Truck Traffic: 10%,  Features Intersected: CST BROADWAY,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 13.881,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 11,410 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST S 7TH BLVD,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.739,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 4,542 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST PARK AVE,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 3.557,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: State highway 100,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 1,740 (year 2021),  Truck Traffic: 12%,  Features Intersected: MO 100,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 194.939,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 234 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST GRATIOT ST,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.084,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 234 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST CONVENT ST,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 5.68m (18.64ft),  Kilometerpoint: 0.060,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 234 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST LOMBARD ST,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.138,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11732,  Location: S 25 T 45 N R 7 E (Lat: 38.615067,  Lng: -90.194044),  Route carried "under" structure: City street ,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 234 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST HICKORY ST,  Facility Carried by Structure: IS 44 W
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.288,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 234 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST LOMBARD ST,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.164,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 234 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST GRATIOT ST,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.105,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 4,542 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST PARK AVE,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 3.595,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 6,286 (year 2021),  Truck Traffic: 10%,  Features Intersected: CST BROADWAY,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 13.914,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 11,410 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST S 7TH BLVD,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 0.777,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: State highway 100,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 1,740 (year 2021),  Truck Traffic: 12%,  Features Intersected: MO 100,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 194.969,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 234 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST CONVENT ST,  Facility Carried by Structure: IS 44 E
Minimum Vertical Clearance: 5.77m (18.93ft),  Kilometerpoint: 0.089,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 11769,  Location: S 13 T 45 N R 7 E (Lat: 38.614942,  Lng: -90.193883),  Route carried "under" structure: ServiceState highway 44,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 502 (year 2021),  Truck Traffic: 4%,  Features Intersected: OR 44
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.068,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 118,  Location: S 11 T 45 N R 7 E (Lat: 38.646994,  Lng: -90.190997),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 71,602 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: MADISON ST W
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 401.155,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 118,  Location: S 11 T 45 N R 7 E (Lat: 38.646994,  Lng: -90.190997),  Route carried "under" structure: State highway 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 22,494 (year 2021),  Truck Traffic: 10%,  Features Intersected: RV 70,  Facility Carried by Structure: MADISON ST W
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 8.357,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 118,  Location: S 11 T 45 N R 7 E (Lat: 38.646994,  Lng: -90.190997),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 34,813 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: MADISON ST W
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 1.347,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)

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Structure Number: 11805,  Location: S 14 T 46 N R 7 E (Lat: 38.673006,  Lng: -90.204317),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 7,348 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST GRAND BLVD,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 13.568,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 11834,  Location: S 29 T 46 N R 7 E (Lat: 38.688508,  Lng: -90.250972),  Route carried "under" structure: Interstate 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 60,634 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: UNION BLVD S
Minimum Vertical Clearance: 4.73m (15.52ft),  Kilometerpoint: 393.265,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 11834,  Location: S 29 T 46 N R 7 E (Lat: 38.688508,  Lng: -90.250972),  Route carried "under" structure: Interstate 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 57,633 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: UNION BLVD S
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 9.249,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 11834,  Location: S 29 T 46 N R 7 E (Lat: 38.688508,  Lng: -90.250972),  Route carried "under" structure: State highway 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 22,494 (year 2021),  Truck Traffic: 10%,  Features Intersected: RV 70,  Facility Carried by Structure: UNION BLVD S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.463,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 11907,  Location: S 14 T 46 N R 2 E (Lat: 38.666600,  Lng: -90.199969),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,040 (year 2021),  Truck Traffic: 8%,  Features Intersected: CST ANGELICA ST,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 0.995,  Lanes on structure: 10,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 11909,  Location: S 29 T 45 N R 7 E (Lat: 38.697972,  Lng: -90.260875),  Route carried "under" structure: State highway 367,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 862 (year 2021),  Truck Traffic: 2%,  Features Intersected: MO 367,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 14.470,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 12,  Location: S 11 T 45 N R 7 E (Lat: 38.652469,  Lng: -90.193714),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 71,602 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: ST LOUIS AVE E
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 400.502,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.1m (62.7ft)