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

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Structure Number: 6636,  Location: S 21 T 49 N R 32 W (Lat: 39.047244,  Lng: -94.447622),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 54,588 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 73,694 (year 2041),  Design Load: HS 20,  Features Intersected: CST STERLING AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.434,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6637,  Location: S 21 T 49 N R 32 W (Lat: 39.047453,  Lng: -94.447617),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 54,673 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 73,809 (year 2041),  Design Load: HS 20,  Features Intersected: CST STERLING AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.835,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up

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Structure Number: 6638,  Location: S 21 T 49 N R 32 W (Lat: 39.047097,  Lng: -94.442511),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 54,588 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 73,694 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.840,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 17 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: 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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6639,  Location: S 21 T 49 N R 32 W (Lat: 39.047231,  Lng: -94.442792),  Route carried "on" structure: Interstate 70,  Year Built: 1962,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 57,121 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 77,113 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.378,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 17 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  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: 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,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 6651,  Location: S 21 T 49 N R 32 W (Lat: 39.047050,  Lng: -94.439494),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 13,713 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,513 (year 2041),  Design Load: H 20,  Features Intersected: IS 70, RP US40E TO IS70E,  Facility Carried by Structure: BLUE RIDGE BLVD S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.275,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Fair,  Operating Rating: 68.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.92m (3.02ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,486,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $2,228,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7201,  Location: S 22 T 61 N R 38 W (Lat: 40.079747,  Lng: -95.172964),  Route carried "on" structure: US 159,  Year Built: 1960,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 139 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 181 (year 2041),  Design Load: H 15,  Features Intersected: KIMSEY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.182,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable 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: 7203,  Location: S 15 T 44 N R 22 W (Lat: 38.585950,  Lng: -93.334292),  Route carried "on" structure: State highway E,  Year Built: 1959,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 763 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,221 (year 2041),  Design Load: H 15,  Features Intersected: FLAT CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.495,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 38.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 7204,  Location: S 28 T 52 N R 22 W (Lat: 39.288056,  Lng: -93.378942),  Route carried "on" structure: State highway B,  Year Built: 1959,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 126 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 158 (year 2041),  Design Load: H 10,  Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.056,  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: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 66.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020

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Structure Number: 7205,  Location: S 28 T 52 N R 22 W (Lat: 39.294497,  Lng: -93.377439),  Route carried "on" structure: State highway B,  Year Built: 1959,  Status: Posted for load,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 126 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 158 (year 2041),  Design Load: H 10,  Features Intersected: SAMBO CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.754,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 20.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 0.47m (1.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $327,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $490,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7208,  Location: S 3 T 39 N R 3 W (Lat: 38.128028,  Lng: -91.244697),  Route carried "on" structure: State highway JJ,  Year Built: 1959,  Status: Open,  Structure Length: 0.92m (3.02ft),  Average Daily Traffic: 780 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,092 (year 2041),  Design Load: H 15,  Features Intersected: BOURBON BR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.151,  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: 7.7m (25.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 7244,  Location: S 20 T 23 N R 2 W (Lat: 36.634225,  Lng: -91.207608),  Route carried "on" structure: State highway Y,  Year Built: 1960,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 46 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 64 (year 2041),  Design Load: H 15,  Features Intersected: BROCK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.743,  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: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 64.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 746,  Location: S 19 T 49 N R 32 W (Lat: 39.055828,  Lng: -94.493833),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 4,502 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,078 (year 2041),  Design Load: H 20,  Features Intersected: IS 435,  Facility Carried by Structure: STADIUM DR E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.981,  Lanes on structure: 1,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 8502,  Location: S 7 T 27 N R 11 W (Lat: 37.041058,  Lng: -92.188347),  Route carried "on" structure: State highway EE,  Year Built: 1955,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 448 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 694 (year 2041),  Features Intersected: BR OF N FK OF WHIT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.478,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 0.6m (2.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $170,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $255,000 ( Estimate for 2022)

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Structure Number: 8505,  Location: S 26 T 27 N R 3 W (Lat: 36.984881,  Lng: -91.256258),  Route carried "on" structure: State highway W,  Year Built: 1955,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 113 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 158 (year 2041),  Features Intersected: PIKE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 23.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.5 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: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $201,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8526,  Location: S 21 T 31 N R 26 W (Lat: 37.402314,  Lng: -93.801972),  Route carried "on" structure: State highway O,  Year Built: 1962,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 332 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 432 (year 2041),  Design Load: H 15,  Features Intersected: TURNBACK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.124,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 25.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 15.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: DAPAMCLAK000003,  Location: EAST OF BLD 54A (Lat: 39.092600,  Lng: -94.254161),  Route carried "on" structure: Other road ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 1 (year 2014),  Average Future Daily Traffic: 1 (year 2043),  Features Intersected: FIRE PRAIRIE CREEK,  Facility Carried by Structure: BACKLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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 desirable criteria,  Length Of Structure Improvement: 2.73m (8.96ft),  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPAMCLAK000004,  Location: WEST OF BLD 6 (Lat: 39.103061,  Lng: -94.280339),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Posted for load,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 20 (year 2043),  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: 1,  Owner: Army,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.0m (42.7ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 12.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature 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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPAMCLAK000005,  Location: N OF EXPLOSIVE AREA 19 (Lat: 39.096181,  Lng: -94.262800),  Route carried "on" structure: Other road ,  Year Built: 1954,  Status: Posted for load,  Structure Length: 2.06m (6.76ft),  Average Daily Traffic: 1,000 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 100 (year 2043),  Features Intersected: WEST FIRE PRAIRIE CREEK,  Facility Carried by Structure: HARRY TRUMAN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 53.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.73m (8.96ft),  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 Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: DAPAMCLAK000006,  Location: NE OF FACILITY 108K (Lat: 39.083200,  Lng: -94.256819),  Route carried "on" structure: Other road ,  Year Built: 1984,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 50 (year 2018),  Average Future Daily Traffic: 100 (year 2043),  Design Load: H 15,  Features Intersected: WEST FIRE PRAIRIE CREEK,  Facility Carried by Structure: OWENS SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 24.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.08m (19.95ft),  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 Cast-file-Place

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Structure Number: DAPAMCLAK000007,  Location: NE OF RESIDENTIAL AREA (Lat: 39.089031,  Lng: -94.268050),  Route carried "on" structure: Other road ,  Year Built: 1984,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 30%,  Average Future Daily Traffic: 50 (year 2043),  Design Load: H 15,  Features Intersected: WEST FIRE PRAIRIE CREEK,  Facility Carried by Structure: COMMANDERS RIDGE R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.47m (17.95ft),  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 Cast-file-Place

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Structure Number: DAPAMCLAK000008,  Location: EAST OF HWY 7 (Lat: 39.094661,  Lng: -94.281661),  Route carried "on" structure: Other road ,  Year Built: 1984,  Status: Posted for load,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 50 (year 2018),  Truck Traffic: 20%,  Average Future Daily Traffic: 50 (year 2043),  Design Load: HS 15,  Features Intersected: WEST FIRE PRAIRIE CREEK,  Facility Carried by Structure: COMMANDERS RIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 16.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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 desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 6.15m (20.18ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature 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 Cast-file-Place

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Structure Number: DAPAMCLAK0000C5,  Location: NORTH OF BLD 121B (Lat: 39.107289,  Lng: -94.255281),  Route carried "on" structure: Other road ,  Year Built: 1941,  Status: Open,  Structure Length: 0.79m (2.59ft),  Truck Traffic: 40%,  Average Future Daily Traffic: 100 (year 2043),  Features Intersected: DITCH B,  Facility Carried by Structure: OWENS SCHOOL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.44m (4.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000 ( Estimate for 2021)

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Structure Number: DAPAMCLAK0000C6,  Location: EAST OF BLD 181KK (Lat: 39.095600,  Lng: -94.253739),  Route carried "on" structure: Other road ,  Year Built: 1981,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 200 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 4 (year 2043),  Features Intersected: FIRE PRAIRIE CREEK,  Facility Carried by Structure: LINDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Army,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 97.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.05m (3.44ft),  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)

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Structure Number: DAPAMCLAK0000T4,  Location: WEST OF T3 (Lat: 39.110089,  Lng: -94.241461),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 50 (year 2014),  Average Future Daily Traffic: 50 (year 2043),  Features Intersected: FIRE PRAIRIE CREEK,  Facility Carried by Structure: PERIMETER NORTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Army,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  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)

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Structure Number: 1105,  Location: S 20 T 49 N R 31 W (Lat: 39.048139,  Lng: -94.364047),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,759 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST 39TH ST,  Facility Carried by Structure: MO 291 S
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 7.604,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1106,  Location: S 20 T 49 N R 31 W (Lat: 39.048139,  Lng: -94.363672),  Route carried "under" structure: City street ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 20,088 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST 39TH ST,  Facility Carried by Structure: MO 291 N
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 7.636,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 1115,  Location: S 29 T 49 N R 31 W (Lat: 39.033319,  Lng: -94.361247),  Route carried "under" structure: US 40,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,326 (year 2021),  Truck Traffic: 2%,  Features Intersected: US 40,  Facility Carried by Structure: IS 470 E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 25.944,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1115,  Location: S 29 T 49 N R 31 W (Lat: 39.033319,  Lng: -94.361247),  Route carried "under" structure: US 40,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,593 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 40,  Facility Carried by Structure: IS 470 E
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 385.894,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1116,  Location: S 29 T 49 N R 31 W (Lat: 39.033389,  Lng: -94.361578),  Route carried "under" structure: US 40,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 7,593 (year 2021),  Truck Traffic: 8%,  Features Intersected: US 40,  Facility Carried by Structure: IS 470 W
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 385.923,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1116,  Location: S 29 T 49 N R 31 W (Lat: 39.033389,  Lng: -94.361578),  Route carried "under" structure: US 40,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 8,326 (year 2021),  Truck Traffic: 2%,  Features Intersected: US 40,  Facility Carried by Structure: IS 470 W
Minimum Vertical Clearance: 4.90m (16.08ft),  Kilometerpoint: 25.915,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1118,  Location: S 20 T 49 N R 31 W (Lat: 39.041814,  Lng: -94.362367),  Route carried "under" structure: Interstate 70,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 50,764 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 24.874,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1118,  Location: S 20 T 49 N R 31 W (Lat: 39.041814,  Lng: -94.362367),  Route carried "under" structure: Interstate 70,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 53,837 (year 2021),  Truck Traffic: 24%,  Features Intersected: IS 70
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 377.445,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1119,  Location: S 20 T 49 N R 31 W (Lat: 39.041869,  Lng: -94.362689),  Route carried "under" structure: Interstate 70,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 50,764 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 24.845,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 1119,  Location: S 20 T 49 N R 31 W (Lat: 39.041869,  Lng: -94.362689),  Route carried "under" structure: Interstate 70,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 50,688 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 377.476,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 3131,  Location: S 24 T 49 N R 32 W (Lat: 39.044878,  Lng: -94.387333),  Route carried "under" structure: Interstate 70,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 50,688 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: LEES SUMMIT RD S
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 379.634,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 3131,  Location: S 24 T 49 N R 32 W (Lat: 39.044878,  Lng: -94.387333),  Route carried "under" structure: Interstate 70,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 57,662 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: LEES SUMMIT RD S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 22.684,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.7m (107.3ft)

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Structure Number: 32183,  Location: S 23 T 49 N R 32 W (Lat: 39.046031,  Lng: -94.415128),  Route carried "under" structure: Interstate 70,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 55,742 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: NOLAND RD S
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 20.275,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 32183,  Location: S 23 T 49 N R 32 W (Lat: 39.046031,  Lng: -94.415128),  Route carried "under" structure: Interstate 70,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 60,664 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: NOLAND RD S
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 382.044,  Lanes on structure: 7,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 32184,  Location: S 21 T 49 N R 31 W (Lat: 39.054225,  Lng: -94.344669),  Route carried "under" structure: County highway ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 5%,  Features Intersected: SELSA RD,  Facility Carried by Structure: LIT BLUE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 34825,  Location: S 13 T 49 N R 33 W (Lat: 39.065778,  Lng: -94.504403),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 5,984 (year 2021),  Truck Traffic: 17%,  Features Intersected: CST MANCHESTER TRFY,  Facility Carried by Structure: IS 70 W
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 2.989,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 34827,  Location: S 13 T 49 N R 33 W (Lat: 39.065642,  Lng: -94.504378),  Route carried "under" structure: City street ,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 5,984 (year 2021),  Truck Traffic: 17%,  Features Intersected: CST MANCHESTER TRFY,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 5.17m (16.96ft),  Kilometerpoint: 3.035,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 51.2m (168.0ft)

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Structure Number: 35736,  Location: S 20 T 49 N R 32 W (Lat: 39.047933,  Lng: -94.461597),  Route carried "under" structure: Interstate 70,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 54,588 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: PITTMAN RD S
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 16.248,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 35736,  Location: S 20 T 49 N R 32 W (Lat: 39.047933,  Lng: -94.461597),  Route carried "under" structure: Interstate 70,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 54,673 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: PITTMAN RD S
Minimum Vertical Clearance: 6.78m (22.24ft),  Kilometerpoint: 386.071,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 35747,  Location: S 22 T 49 N R 32 W (Lat: 39.046672,  Lng: -94.433669),  Route carried "under" structure: Interstate 70,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 55,742 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: CRYSLER ST S
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 18.668,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 35747,  Location: S 22 T 49 N R 32 W (Lat: 39.046672,  Lng: -94.433669),  Route carried "under" structure: Interstate 70,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 57,121 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: CRYSLER ST S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 383.651,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 3575,  Location: S 23 T 49 N R 32 W (Lat: 39.045575,  Lng: -94.405203),  Route carried "under" structure: Interstate 70,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 57,662 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: PHELPS RD S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 21.136,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 3575,  Location: S 23 T 49 N R 32 W (Lat: 39.045575,  Lng: -94.405203),  Route carried "under" structure: Interstate 70,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 60,664 (year 2021),  Truck Traffic: 18%,  Features Intersected: IS 70,  Facility Carried by Structure: PHELPS RD S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 381.188,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 3597,  Location: S 19 T 49 N R 32 W (Lat: 39.060553,  Lng: -94.489331),  Route carried "under" structure: Ramp State highway ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 11,000 (year 2021),  Truck Traffic: 10%,  Features Intersected: RP IS435N TO IS70W,  Facility Carried by Structure: IS 435 S
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.901,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 36291,  Location: S 8 T 49 N R 32 W (Lat: 39.081439,  Lng: -94.471139),  Route carried "under" structure: State highway 78,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 10,433 (year 2021),  Truck Traffic: 4%,  Features Intersected: MO 78,  Facility Carried by Structure: BLUE RIDGE BLVD S
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 2.350,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 36291,  Location: S 8 T 49 N R 32 W (Lat: 39.081439,  Lng: -94.471139),  Route carried "under" structure: State highway 78,  Year Built: 2020,  Structure Length: 0. m,  Average Daily Traffic: 10,814 (year 2021),  Truck Traffic: 4%,  Features Intersected: MO 78,  Facility Carried by Structure: BLUE RIDGE BLVD S
Minimum Vertical Clearance: 4.76m (15.62ft),  Kilometerpoint: 17.173,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.3m (86.3ft)

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Structure Number: 3888,  Location: S 6 T 49 N R 31 W (Lat: 39.091386,  Lng: -94.379675),  Route carried "under" structure: City street ,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 14,060 (year 2021),  Truck Traffic: 6%,  Features Intersected: CST TRUMAN RD,  Facility Carried by Structure: MO 291 S
Minimum Vertical Clearance: 6.39m (20.96ft),  Kilometerpoint: 17.352,  Lanes on structure: 6,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 3948,  Location: S 25 T 50 N R 32 W (Lat: 39.117072,  Lng: -94.384869),  Route carried "under" structure: State highway 291,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 17,853 (year 2021),  Truck Traffic: 14%,  Features Intersected: MO 291,  Facility Carried by Structure: US 24 E
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 52.915,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 3948,  Location: S 25 T 50 N R 32 W (Lat: 39.117072,  Lng: -94.384869),  Route carried "under" structure: State highway 291,  Year Built: 1989,  Structure Length: 0. m,  Average Daily Traffic: 9,669 (year 2021),  Truck Traffic: 13%,  Features Intersected: MO 291,  Facility Carried by Structure: US 24 E
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 26.540,  Lanes on structure: 7,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.3m (89.6ft)

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Structure Number: 608,  Location: S 8 T 48 N R 32 W (Lat: 39.000594,  Lng: -94.482336),  Route carried "under" structure: State highway 350,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 14,444 (year 2021),  Truck Traffic: 5%,  Features Intersected: MO 350,  Facility Carried by Structure: BLUE RIDGE BLVD N
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 3.349,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 608,  Location: S 8 T 48 N R 32 W (Lat: 39.000594,  Lng: -94.482336),  Route carried "under" structure: State highway 350,  Year Built: 1954,  Structure Length: 0. m,  Average Daily Traffic: 14,422 (year 2021),  Truck Traffic: 6%,  Features Intersected: MO 350,  Facility Carried by Structure: BLUE RIDGE BLVD N
Minimum Vertical Clearance: 4.32m (14.17ft),  Kilometerpoint: 10.358,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 663,  Location: S 13 T 49 N R 33 W (Lat: 39.068781,  Lng: -94.511242),  Route carried "under" structure: US 40,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 5,628 (year 2021),  Truck Traffic: 9%,  Features Intersected: US 40,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 11.751,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 6631,  Location: S 13 T 49 N R 33 W (Lat: 39.068856,  Lng: -94.511006),  Route carried "under" structure: US 40,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 5,628 (year 2021),  Truck Traffic: 9%,  Features Intersected: US 40,  Facility Carried by Structure: IS 70 W
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 11.774,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 6636,  Location: S 21 T 49 N R 32 W (Lat: 39.047244,  Lng: -94.447622),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 11,814 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST STERLING AVE,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 8.172,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 6637,  Location: S 21 T 49 N R 32 W (Lat: 39.047453,  Lng: -94.447617),  Route carried "under" structure: City street ,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 11,814 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST STERLING AVE,  Facility Carried by Structure: IS 70 W
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 8.150,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: 6638,  Location: S 21 T 49 N R 32 W (Lat: 39.047097,  Lng: -94.442511),  Route carried "under" structure: US 40,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,325 (year 2021),  Truck Traffic: 2%,  Features Intersected: US 40,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 18.421,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 6638,  Location: S 21 T 49 N R 32 W (Lat: 39.047097,  Lng: -94.442511),  Route carried "under" structure: US 40,  Year Built: 1962,  Structure Length: 0. m,  Average Daily Traffic: 8,187 (year 2021),  Truck Traffic: 2%,  Features Intersected: US 40,  Facility Carried by Structure: IS 70 E
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 393.384,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 32.0m (105.0ft)