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

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Structure Number: 1289,  Location: S 18 T 51 N R 33 W (Lat: 39.225114,  Lng: -94.650675),  Route carried "on" structure: Interstate 29,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 38,109 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 78,123 (year 2041),  Design Load: HS 20,  Features Intersected: CST NW 72ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 188.759,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.6 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 129,  Location: S 7 T 48 N R 14 W (Lat: 38.966906,  Lng: -92.533672),  Route carried "on" structure: State highway BB,  Year Built: 1958,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 762 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,334 (year 2041),  Design Load: H 15,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.645,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $936,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $1,404,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 129,  Location: S 18 T 51 N R 33 W (Lat: 39.225108,  Lng: -94.650481),  Route carried "on" structure: Interstate 29,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 56,646 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 116,124 (year 2041),  Design Load: HS 20,  Features Intersected: CST NW 72ND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.355,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 57.6 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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Built-up

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Structure Number: 1383,  Location: S 33 T 51 N R 33 W (Lat: 39.190922,  Lng: -94.615050),  Route carried "on" structure: Ramp State highway ,  Year Built: 1967,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 12,735 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 26,107 (year 2041),  Design Load: HS 20,  Features Intersected: IS 29, RP IS29S TO NW GA,  Facility Carried by Structure: RP IS29N TO IS635S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Very good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1384,  Location: S 33 T 51 N R 33 W (Lat: 39.191142,  Lng: -94.615656),  Route carried "on" structure: Interstate 635,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 12.01m (39.40ft),  Average Daily Traffic: 26,631 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 54,594 (year 2041),  Design Load: HS 20,  Features Intersected: IS 29, RP IS29N TO IS635
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.832,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 27.7m (90.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 1385,  Location: S 33 T 51 N R 33 W (Lat: 39.190042,  Lng: -94.614161),  Route carried "on" structure: Ramp State highway ,  Year Built: 1967,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 3,699 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,583 (year 2041),  Design Load: H 20,  Features Intersected: RP IS635N TO IS29S,  Facility Carried by Structure: RP IS29S TO NW GAT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.143,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 1441,  Location: S 7 T 51 N R 33 W (Lat: 39.246939,  Lng: -94.658531),  Route carried "on" structure: Interstate 29,  Year Built: 1968,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 33,238 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 68,138 (year 2041),  Design Load: H 20,  Features Intersected: CST NW BARRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 186.182,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.3 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete,  Membrane: Built-up

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Structure Number: 1442,  Location: S 7 T 51 N R 33 W (Lat: 39.246975,  Lng: -94.658278),  Route carried "on" structure: Interstate 29,  Year Built: 1968,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 35,138 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 72,033 (year 2041),  Design Load: H 20,  Features Intersected: CST NW BARRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.954,  Lanes on structure: 3,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 51.3 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 18929,  Location: S 24 T 51 N R 33 W (Lat: 39.190711,  Lng: -94.617633),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Closed,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 120 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 228 (year 2040),  Features Intersected: DAM SPLWY,  Facility Carried by Structure: HOUSTON LAKE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.40m (1.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $436,000 ( Estimate for 2022),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 31342,  Location: S 7 T 50 N R 33 W (Lat: 39.160503,  Lng: -94.641081),  Route carried "on" structure: Interstate 635,  Year Built: 2006,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 24,927 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 51,100 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST HORIZONS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.703,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31343,  Location: S 7 T 50 N R 33 W (Lat: 39.160231,  Lng: -94.641078),  Route carried "on" structure: Interstate 635,  Year Built: 2006,  Status: Open,  Structure Length: 7.36m (24.15ft),  Average Daily Traffic: 23,182 (year 2021),  Truck Traffic: 13%,  Average Future Daily Traffic: 47,523 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: CST HORIZONS PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.139,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.7m (64.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 31344,  Location: S 8 T 50 N R 33 W (Lat: 39.161467,  Lng: -94.641094),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.78m (2.56ft),  Average Daily Traffic: 2,226 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,007 (year 2041),  Design Load: HS 20,  Features Intersected: DRAIN DTCH,  Facility Carried by Structure: HORIZONS PKWY S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.587,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 49.8m (163.4ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 87.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: 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: December 2020

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Structure Number: 36508,  Location: S 28 T 51 N R 33 W (Lat: 39.196281,  Lng: -94.620800),  Route carried "on" structure: Interstate 29,  Year Built: 2021,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 59,257 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 121,477 (year 2041),  Features Intersected: CST NW 56TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 192.933,  Lanes on structure: 3,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 97.2 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: Superior to present desirable 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: 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: 36509,  Location: S 28 T 1 N R 33 W (Lat: 39.196411,  Lng: -94.620639),  Route carried "on" structure: Interstate 29,  Year Built: 2021,  Status: Open,  Structure Length: 2.18m (7.15ft),  Average Daily Traffic: 122,392 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 250,904 (year 2041),  Features Intersected: CST NW 56TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.236,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 50.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable 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: 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: 3651,  Location: S 10 T 57 N R 33 W (Lat: 39.768978,  Lng: -94.595922),  Route carried "on" structure: State highway 6,  Year Built: 1987,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 681 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 885 (year 2041),  Design Load: HS 20,  Features Intersected: JORDAN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.532,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 3651,  Location: S 33 T 51 N R 33 W (Lat: 39.188919,  Lng: -94.606481),  Route carried "on" structure: Interstate 29,  Year Built: 2021,  Status: Not yet open,  Structure Length: 2.52m (8.27ft),  Average Daily Traffic: 47,666 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 97,715 (year 2041),  Features Intersected: RT AA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.494,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 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: 36511,  Location: S 33 T 51 N R 33 W (Lat: 39.189119,  Lng: -94.606519),  Route carried "on" structure: Interstate 29,  Year Built: 2021,  Status: Not yet open,  Structure Length: 2.52m (8.27ft),  Average Daily Traffic: 56,182 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 115,173 (year 2041),  Features Intersected: RT AA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.715,  Lanes on structure: 4,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: January 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: 6432,  Location: S 33 T 51 N R 33 W (Lat: 39.189472,  Lng: -94.609608),  Route carried "on" structure: Interstate 29,  Year Built: 1957,  Year Reconstructed: 2007,  Status: Posted for load,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 103,848 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 212,888 (year 2041),  Design Load: HS 20,  Features Intersected: LINE CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.200,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: Superior 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: 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: 6433,  Location: S 33 T 51 N R 33 W (Lat: 39.188908,  Lng: -94.606464),  Route carried "on" structure: Interstate 29,  Year Built: 1957,  Year Reconstructed: 1974,  Status: Posted for load,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 103,848 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 212,888 (year 2041),  Design Load: HS 20,  Features Intersected: RT AA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 194.491,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.5m (136.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.5m (47.6ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 42.9m (140.7ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Operating Rating: 51.3 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: High priority of corrective action,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.47m (1.54ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,793,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $2,689,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6434,  Location: S 23 T 51 N R 33 W (Lat: 39.190169,  Lng: -94.613503),  Route carried "on" structure: Ramp State highway ,  Year Built: 1957,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 18.32m (60.10ft),  Average Daily Traffic: 3,608 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,396 (year 2041),  Design Load: H 20,  Features Intersected: IS 29, RP IS635N TO IS29,  Facility Carried by Structure: RP NW GATEWAY AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.050,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Number Of Approach Spans: 3,  Length of Maximum Span: 28.4m (93.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,550,000,  Roadway Improvement Cost: $155,000,  Total Project Cost: $2,325,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 95,  Location: S 28 T 66 N R 15 W (Lat: 40.492719,  Lng: -92.578125),  Route carried "on" structure: US 136,  Year Built: 1958,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 1,325 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 1,723 (year 2041),  Design Load: H 20,  Features Intersected: ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 304.807,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Serious,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $497,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $745,000 ( Estimate for 2022),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 95,  Location: S 20 T 51 N R 33 W (Lat: 39.210558,  Lng: -94.638819),  Route carried "on" structure: Interstate 29,  Year Built: 1967,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 44,596 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 91,422 (year 2041),  Design Load: HS 20,  Features Intersected: MO 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 190.682,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Built-up

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Structure Number: 951,  Location: S 20 T 51 N R 33 W (Lat: 39.210550,  Lng: -94.638583),  Route carried "on" structure: Interstate 29,  Year Built: 1967,  Year Reconstructed: 2014,  Status: Posted for load,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 63,135 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 129,427 (year 2041),  Design Load: HS 20,  Features Intersected: MO 45
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.439,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1289,  Location: S 18 T 51 N R 33 W (Lat: 39.225114,  Lng: -94.650675),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,332 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST NW 72ND ST,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.772,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 129,  Location: S 18 T 51 N R 33 W (Lat: 39.225108,  Lng: -94.650481),  Route carried "under" structure: City street ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 8,332 (year 2021),  Truck Traffic: 4%,  Features Intersected: CST NW 72ND ST,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.789,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 1383,  Location: S 33 T 51 N R 33 W (Lat: 39.190922,  Lng: -94.615050),  Route carried "under" structure: Ramp State highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 3,699 (year 2021),  Truck Traffic: 5%,  Features Intersected: RP IS29S TO NW GATEWAY A,  Facility Carried by Structure: RP IS29N TO IS635S
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.034,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1383,  Location: S 33 T 51 N R 33 W (Lat: 39.190922,  Lng: -94.615050),  Route carried "under" structure: Interstate 29,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 47,666 (year 2021),  Truck Traffic: 6%,  Features Intersected: IS 29
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 193.728,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1384,  Location: S 33 T 51 N R 33 W (Lat: 39.191142,  Lng: -94.615656),  Route carried "under" structure: Interstate 29,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 47,666 (year 2021),  Truck Traffic: 6%,  Features Intersected: IS 29,  Facility Carried by Structure: IS 635 N
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 193.669,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1384,  Location: S 33 T 51 N R 33 W (Lat: 39.191142,  Lng: -94.615656),  Route carried "under" structure: Ramp State highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 12,735 (year 2021),  Truck Traffic: 11%,  Features Intersected: RP IS29N TO IS635S,  Facility Carried by Structure: IS 635 N
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.245,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 1385,  Location: S 33 T 51 N R 33 W (Lat: 39.190042,  Lng: -94.614161),  Route carried "under" structure: Ramp State highway ,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 11,044 (year 2021),  Truck Traffic: 10%,  Features Intersected: RP IS635N TO IS29S,  Facility Carried by Structure: RP IS29S TO NW GAT
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.463,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 1441,  Location: S 7 T 51 N R 33 W (Lat: 39.246939,  Lng: -94.658531),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,389 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST NW BARRY RD,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 6.740,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1441,  Location: S 7 T 51 N R 33 W (Lat: 39.246939,  Lng: -94.658531),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,119 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST NW BARRY RD,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 6.618,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1442,  Location: S 7 T 51 N R 33 W (Lat: 39.246975,  Lng: -94.658278),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 11,119 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST NW BARRY RD,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 6.640,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 1442,  Location: S 7 T 51 N R 33 W (Lat: 39.246975,  Lng: -94.658278),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 7,389 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST NW BARRY RD,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 6.719,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 31342,  Location: S 7 T 50 N R 33 W (Lat: 39.160503,  Lng: -94.641081),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,113 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST HORIZONS PKWY,  Facility Carried by Structure: IS 635 S
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 1.698,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 31342,  Location: S 7 T 50 N R 33 W (Lat: 39.160503,  Lng: -94.641081),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,113 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST HORIZONS PKWY,  Facility Carried by Structure: IS 635 S
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 1.698,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 31343,  Location: S 7 T 50 N R 33 W (Lat: 39.160231,  Lng: -94.641078),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,113 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST HORIZONS PKWY,  Facility Carried by Structure: IS 635 N
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 1.728,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 31343,  Location: S 7 T 50 N R 33 W (Lat: 39.160231,  Lng: -94.641078),  Route carried "under" structure: City street ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,113 (year 2021),  Truck Traffic: 5%,  Features Intersected: CST HORIZONS PKWY,  Facility Carried by Structure: IS 635 N
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 1.698,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.7m (64.6ft)

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Structure Number: 36508,  Location: S 28 T 51 N R 33 W (Lat: 39.196281,  Lng: -94.620800),  Route carried "under" structure: City street ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 2,499 (year 2021),  Truck Traffic: 3%,  Features Intersected: CST NW 56TH ST,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 2.504,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 36509,  Location: S 28 T 1 N R 33 W (Lat: 39.196411,  Lng: -94.620639),  Route carried "under" structure: City street ,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 2,499 (year 2021),  Truck Traffic: 3%,  Features Intersected: CST NW 56TH ST,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 2.523,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Length of Maximum Span: 20.7m (67.9ft)

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Structure Number: 3651,  Location: S 33 T 51 N R 33 W (Lat: 39.188919,  Lng: -94.606481),  Route carried "under" structure: State highway AA,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 4,734 (year 2021),  Truck Traffic: 11%,  Features Intersected: RT AA,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.079,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 36511,  Location: S 33 T 51 N R 33 W (Lat: 39.189119,  Lng: -94.606519),  Route carried "under" structure: State highway AA,  Year Built: 2021,  Structure Length: 0. m,  Average Daily Traffic: 4,734 (year 2021),  Truck Traffic: 11%,  Features Intersected: RT AA,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.056,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 6433,  Location: S 33 T 51 N R 33 W (Lat: 39.188908,  Lng: -94.606464),  Route carried "under" structure: State highway AA,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 4,734 (year 2021),  Truck Traffic: 11%,  Features Intersected: RT AA,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.079,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.5m (47.6ft)

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Structure Number: 6434,  Location: S 23 T 51 N R 33 W (Lat: 39.190169,  Lng: -94.613503),  Route carried "under" structure: Interstate 29,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 47,666 (year 2021),  Truck Traffic: 6%,  Features Intersected: IS 29,  Facility Carried by Structure: RP NW GATEWAY AVE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 193.878,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 6434,  Location: S 23 T 51 N R 33 W (Lat: 39.190169,  Lng: -94.613503),  Route carried "under" structure: Interstate 29,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 56,182 (year 2021),  Truck Traffic: 6%,  Features Intersected: IS 29,  Facility Carried by Structure: RP NW GATEWAY AVE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 13.391,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 6434,  Location: S 23 T 51 N R 33 W (Lat: 39.190169,  Lng: -94.613503),  Route carried "under" structure: Ramp State highway ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 11,044 (year 2021),  Truck Traffic: 10%,  Features Intersected: RP IS635N TO IS29S,  Facility Carried by Structure: RP NW GATEWAY AVE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.518,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 6434,  Location: S 23 T 51 N R 33 W (Lat: 39.190169,  Lng: -94.613503),  Route carried "under" structure: Ramp State highway ,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 12,735 (year 2021),  Truck Traffic: 11%,  Features Intersected: RP IS29N TO IS635S,  Facility Carried by Structure: RP NW GATEWAY AVE
Minimum Vertical Clearance: 5.54m (18.18ft),  Kilometerpoint: 0.068,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.4m (93.2ft)

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Structure Number: 95,  Location: S 20 T 51 N R 33 W (Lat: 39.210558,  Lng: -94.638819),  Route carried "under" structure: State highway 45,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 34,985 (year 2021),  Truck Traffic: 12%,  Features Intersected: MO 45,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 59.369,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 951,  Location: S 20 T 51 N R 33 W (Lat: 39.210550,  Lng: -94.638583),  Route carried "under" structure: State highway 45,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 34,985 (year 2021),  Truck Traffic: 12%,  Features Intersected: MO 45,  Facility Carried by Structure: IS 29 N
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 59.390,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)