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

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Structure Number: 1045,  Location: S 24 T 49 N R 32 W (Lat: 39.051539,  Lng: -94.498672),  Route carried "on" structure: Interstate 435,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 36,355 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,079 (year 2041),  Design Load: HS 20,  Features Intersected: CST RAYTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.125,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $741,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,112,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other,  Membrane: Built-up,  Deck Protection: Internally Sealed

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Structure Number: 1046,  Location: S 24 T 49 N R 32 W (Lat: 39.051361,  Lng: -94.498472),  Route carried "on" structure: Interstate 435,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 42,374 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 57,205 (year 2041),  Design Load: HS 20,  Features Intersected: CST RAYTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.650,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 12 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $741,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $1,112,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 1093,  Location: S 36 T 49 N R 33 W (Lat: 39.031103,  Lng: -94.500619),  Route carried "on" structure: Interstate 435,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 36,355 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 49,079 (year 2041),  Design Load: HS 20,  Features Intersected: CST EASTWOOD TRFY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.394,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete

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Structure Number: 1094,  Location: S 36 T 49 N R 33 W (Lat: 39.031117,  Lng: -94.500347),  Route carried "on" structure: Interstate 435,  Year Built: 1964,  Year Reconstructed: 2004,  Status: Posted for load,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 46,440 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 62,694 (year 2041),  Design Load: HS 20,  Features Intersected: CST EASTWOOD TRFY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.381,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 22.1m (72.5ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete

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Structure Number: 1179,  Location: S 19 T 47 N R 33 W (Lat: 38.878875,  Lng: -94.603447),  Route carried "on" structure: State highway 150,  Year Built: 1998,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 16,152 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,805 (year 2041),  Design Load: HS 20,  Features Intersected: BLUE RVR TRIB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 11825,  Location: S 28 T 49 N R 31 W (Lat: 39.026964,  Lng: -94.343475),  Route carried "on" structure: US 40,  Year Built: 1998,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 7,593 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,251 (year 2041),  Design Load: HS 20,  Features Intersected: E FK LIT BLUE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 384.180,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 71.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 1183,  Location: S 33 T 48 N R 33 W (Lat: 38.939886,  Lng: -94.567436),  Route carried "on" structure: Interstate 435,  Year Built: 1966,  Year Reconstructed: 2019,  Status: Posted for load,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 76,038 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 102,651 (year 2041),  Design Load: HS 20,  Features Intersected: CST E 104TH ST, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.096,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 43.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11836,  Location: S 8 T 49 N R 33 W (Lat: 39.086178,  Lng: -94.570475),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 7.53m (24.70ft),  Average Daily Traffic: 9,824 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,262 (year 2041),  Design Load: HS 20,  Features Intersected: US 71,  Facility Carried by Structure: E 22ND ST E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 86.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1184,  Location: S 33 T 48 N R 33 W (Lat: 38.939711,  Lng: -94.567394),  Route carried "on" structure: Interstate 435,  Year Built: 1966,  Year Reconstructed: 2019,  Status: Posted for load,  Structure Length: 9.69m (31.79ft),  Average Daily Traffic: 68,779 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 92,852 (year 2041),  Design Load: HS 20,  Features Intersected: CST E 104TH ST, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.552,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 47.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11852,  Location: S 5 T 49 N R 33 W (Lat: 39.097731,  Lng: -94.573153),  Route carried "on" structure: Ramp State highway ,  Year Built: 1960,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 12.19m (39.99ft),  Average Daily Traffic: 10,653 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 14,382 (year 2041),  Design Load: HS 20,  Features Intersected: RP CHARLOTTE ST TO IS70E,  Facility Carried by Structure: RP IS70E TO IS670W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.117,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 23.9m (78.4ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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,  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: Bituminous

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Structure Number: 11853,  Location: S 1 T 51 N R 33 W (Lat: 39.258281,  Lng: -94.558106),  Route carried "on" structure: State highway 152,  Year Built: 1999,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 51,093 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 91,967 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST MAPLEWOODS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.568,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.3m (99.4ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Satisfactory,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11854,  Location: S 1 T 51 N R 33 W (Lat: 39.258044,  Lng: -94.558094),  Route carried "on" structure: State highway 152,  Year Built: 1999,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 25,084 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 45,151 (year 2041),  Design Load: HS 20,  Features Intersected: CST MAPLEWOODS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.574,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.4m (106.3ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: 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: Equal to present minimum 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11876,  Location: S 9 T 47 N R 31 W (Lat: 38.902089,  Lng: -94.339831),  Route carried "on" structure: State highway RA,  Year Built: 1999,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 7,616 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,282 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.063,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.5m (96.8ft),  Curb-To-Curb Width: 23.4m (76.8ft),  Out-to-Out Width: 25.4m (83.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11877,  Location: S 28 T 49 N R 33 W (Lat: 39.036861,  Lng: -94.554567),  Route carried "on" structure: US 71,  Year Built: 1995,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 47,034 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 63,496 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST PROSPECT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 312.963,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.6m (67.6ft)

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

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Structure Number: 11893,  Location: S 5 T 49 N R 33 W (Lat: 39.099539,  Lng: -94.571911),  Route carried "on" structure: Ramp State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 2,636 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,559 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 12TH ST,  Facility Carried by Structure: RP US71N TO 11TH S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.256,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 80.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11895,  Location: S 30 T 47 N R 33 W (Lat: 38.870025,  Lng: -94.601878),  Route carried "on" structure: State highway 150,  Year Built: 1999,  Status: Open,  Structure Length: 49.16m (161.29ft),  Average Daily Traffic: 8,059 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,880 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BLUE RVR, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.585,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 11931,  Location: S 30 T 47 N R 33 W (Lat: 38.869956,  Lng: -94.601542),  Route carried "on" structure: State highway 150,  Year Built: 1999,  Status: Open,  Structure Length: 49.16m (161.29ft),  Average Daily Traffic: 8,093 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,926 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: BLUE RVR, UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.194,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 12,  Number Of Approach Spans: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 11938,  Location: S 6 T 49 N R 33 W (Lat: 39.107114,  Lng: -94.600092),  Route carried "on" structure: Interstate 70,  Year Built: 1998,  Status: Open,  Structure Length: 136.76m (448.69ft),  Average Daily Traffic: 36,874 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 49,780 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST MULBERRY ST, MADIS
Minimum Vertical Clearance: 5.89m (19.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 69,  Length of Maximum Span: 48.2m (158.1ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.68m (44.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $18,482,000,  Roadway Improvement Cost: $1,848,000,  Total Project Cost: $27,722,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11958,  Location: S 29 T 47 N R 33 W (Lat: 38.862297,  Lng: -94.585450),  Route carried "on" structure: State highway 150,  Year Built: 2000,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 9,934 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,411 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RT D
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.578,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.5m (80.4ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11989,  Location: S 8 T 49 N R 33 W (Lat: 39.091436,  Lng: -94.571611),  Route carried "on" structure: US 71,  Year Built: 1999,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 40,394 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,532 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 18TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.515,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 1199,  Location: S 2124 T 37 N R 5 E (Lat: 37.928500,  Lng: -90.492731),  Route carried "on" structure: State highway K,  Year Built: 1964,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 6,737 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 10,779 (year 2041),  Design Load: H 15,  Features Intersected: TERRE BLEUE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.365,  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: 26.8m (87.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 31.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 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: 1199,  Location: S 8 T 49 N R 33 W (Lat: 39.091458,  Lng: -94.571950),  Route carried "on" structure: US 71,  Year Built: 1999,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 41,976 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,668 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 18TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.182,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 11991,  Location: S 8 T 49 N R 33 W (Lat: 39.090069,  Lng: -94.571394),  Route carried "on" structure: US 71,  Year Built: 1998,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 40,394 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,532 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.367,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 95.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11992,  Location: S 8 T 49 N R 33 W (Lat: 39.090061,  Lng: -94.571681),  Route carried "on" structure: US 71,  Year Built: 1998,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 41,976 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,668 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.345,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 95.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11993,  Location: S 8 T 49 N R 33 W (Lat: 39.088978,  Lng: -94.571217),  Route carried "on" structure: US 71,  Year Built: 1998,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 40,394 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,532 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: KCT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.246,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 20.3m (66.6ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11994,  Location: S 8 T 49 N R 33 W (Lat: 39.088961,  Lng: -94.571472),  Route carried "on" structure: US 71,  Year Built: 1998,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 41,976 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,668 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: KCT RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 191.432,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.3m (122.4ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11995,  Location: S 9 T 49 N R 33 W (Lat: 39.083211,  Lng: -94.566303),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 10,076 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,603 (year 2041),  Design Load: HS 20,  Features Intersected: US 71,  Facility Carried by Structure: THE PASEO S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.368,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 33 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.0m (121.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 3.1m (10.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 72.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 11996,  Location: S 9 T 49 N R 33 W (Lat: 39.081119,  Lng: -94.563953),  Route carried "on" structure: US 71,  Year Built: 1998,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 40,394 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,532 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST VINE ST, CST E 25TH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 318.060,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 97.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: December 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: 11997,  Location: S 9 T 49 N R 33 W (Lat: 39.080819,  Lng: -94.564061),  Route carried "on" structure: US 71,  Year Built: 1998,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 41,976 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,668 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 25TH ST, CST VINE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.560,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 84.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: December 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: 11998,  Location: S 9 T 49 N R 33 W (Lat: 39.077431,  Lng: -94.562319),  Route carried "on" structure: US 71,  Year Built: 1999,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 40,394 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,532 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 27TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 317.680,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 11999,  Location: S 9 T 49 N R 33 W (Lat: 39.077411,  Lng: -94.562578),  Route carried "on" structure: US 71,  Year Built: 1999,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 41,976 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,668 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 27TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.017,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12,  Location: S 24 T 57 N R 27 W (Lat: 39.735236,  Lng: -93.886339),  Route carried "on" structure: US 36,  Year Built: 1958,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 8,930 (year 2021),  Truck Traffic: 41%,  Average Future Daily Traffic: 18,753 (year 2041),  Design Load: H 20,  Features Intersected: OTTER CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 84.793,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 72.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: 12,  Location: S 16 T 49 N R 33 W (Lat: 39.073786,  Lng: -94.561142),  Route carried "on" structure: US 71,  Year Built: 1999,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 40,394 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 54,532 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 29TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 317.263,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 12001,  Location: S 16 T 49 N R 33 W (Lat: 39.073797,  Lng: -94.561439),  Route carried "on" structure: US 71,  Year Built: 1999,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 41,976 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 56,668 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST E 29TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 193.429,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 12085,  Location: S 4 T 49 N R 33 W (Lat: 39.096569,  Lng: -94.571400),  Route carried "on" structure: US 71,  Year Built: 1999,  Status: Open,  Structure Length: 33.04m (108.40ft),  Average Daily Traffic: 39,584 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 53,438 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: IS 670, CST TRUMAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 319.966,  Lanes on structure: 2,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 34.3m (112.5ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.30m (10.83ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,695,000,  Roadway Improvement Cost: $269,000,  Total Project Cost: $4,042,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12086,  Location: S 5 T 49 N R 33 W (Lat: 39.095269,  Lng: -94.572611),  Route carried "on" structure: Ramp State highway ,  Year Built: 1999,  Status: Open,  Structure Length: 8.08m (26.51ft),  Average Daily Traffic: 10,521 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 14,203 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST TRUMAN RD,  Facility Carried by Structure: RP IS670E TO US71S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.151,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 12087,  Location: S 9 T 49 N R 33 W (Lat: 39.084475,  Lng: -94.568394),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 1,671 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,339 (year 2041),  Design Load: HS 20,  Features Intersected: US 71, RP US71N TO 22ND,  Facility Carried by Structure: TRACY AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.378,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $640,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $960,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12088,  Location: S 8 T 49 N R 33 W (Lat: 39.086117,  Lng: -94.570283),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 22.98m (75.39ft),  Average Daily Traffic: 4,571 (year 2021),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,171 (year 2041),  Design Load: HS 20,  Features Intersected: RP E 22ND ST TO US71N,,  Facility Carried by Structure: TROOST AVE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.033,  Lanes on structure: 4,  Lanes under structure: 14,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 12123,  Location: S 35 T 48 N R 33 W (Lat: 38.944431,  Lng: -94.536086),  Route carried "on" structure: Ramp State highway ,  Year Built: 2001,  Status: Open,  Structure Length: 54.28m (178.08ft),  Average Daily Traffic: 2,628 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,548 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST HICKMAN MILLS DR,,  Facility Carried by Structure: RP IS435S TO IS470
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.509,  Lanes on structure: 3,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 67.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 12124,  Location: S 35 T 48 N R 33 W (Lat: 38.944411,  Lng: -94.534786),  Route carried "on" structure: Interstate 435,  Year Built: 2001,  Status: Open,  Structure Length: 36.55m (119.91ft),  Average Daily Traffic: 35,211 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 47,535 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: CST HICKMAN MILLS DR, HI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.616,  Lanes on structure: 5,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 8,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.5 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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing