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

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Structure Number: 1871,  Location: S 11 T 50 N R 32 W (Lat: 38.680000,  Lng: -90.660000),  Route carried "on" structure: State highway 210,  Year Built: 1970,  Year Reconstructed: 1991,  Status: Posted for load,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 15,256 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 27,460 (year 2027),  Design Load: HS 20,  Features Intersected: UP RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.560,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to 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: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Built-up

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Structure Number: 1962,  Location: S 18 T 50 N R 32 W (Lat: 39.161667,  Lng: -94.533333),  Route carried "on" structure: State highway 210,  Year Built: 1972,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 34,641 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 62,353 (year 2027),  Features Intersected: ROCK CR DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.408,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Inventory Rating: 18.9 metric tons,  Structural Evaluation: 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: June 2006

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Structure Number: 21542,  Location: S 15 T 50 N R 33 W (Lat: 39.148333,  Lng: -94.543333),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 3,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,650 (year 2026),  Features Intersected: ROCK CR,  Facility Carried by Structure: ROCK CREEK PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006

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Structure Number: 21543,  Location: S 15 T 50 N R 33 W (Lat: 39.133600,  Lng: -94.550250),  Route carried "on" structure: City street 311,  Year Built: 1970,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 350 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 542 (year 2026),  Features Intersected: ROCK CR,  Facility Carried by Structure: CLARK FURGENSON DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 49.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006

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Structure Number: 5793,  Location: S 13 T 50 N R 33 W (Lat: 39.168333,  Lng: -94.551667),  Route carried "on" structure: State highway 1,  Year Built: 1936,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 5,846 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 9,353 (year 2027),  Design Load: H 15,  Features Intersected: DRAIN DTCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.536,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6678,  Location: S 24 T 50 N R 33 W (Lat: 39.131667,  Lng: -94.568333),  Route carried "on" structure: Interstate 29,  Year Built: 1953,  Status: Posted for load,  Structure Length: 42.58m (139.70ft),  Average Daily Traffic: 94,468 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 170,042 (year 2027),  Design Load: HS 20,  Features Intersected: CST 14TH AVE, BNSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.661,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 4,  Length of Maximum Span: 57.3m (188.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 35.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  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: 6679,  Location: S 13 T 50 N R 33 W (Lat: 39.136667,  Lng: -94.566667),  Route carried "on" structure: Interstate 29,  Year Built: 1953,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 85,642 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 154,155 (year 2027),  Design Load: HS 20,  Features Intersected: CST 16TH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 203.272,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.2m (82.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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,  Inspection Date: January 2007,  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: 668,  Location: S 13 T 50 N R 33 W (Lat: 39.145000,  Lng: -94.560000),  Route carried "on" structure: Interstate 29,  Year Built: 1953,  Status: Posted for load,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 80,007 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 144,012 (year 2027),  Design Load: HS 20,  Features Intersected: MO 210
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 202.321,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  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: 6678,  Location: S 24 T 50 N R 33 W (Lat: 39.131667,  Lng: -94.568333),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 42.58m (139.70ft),  Average Daily Traffic: 11,000 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST 14TH AVE,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 1.492,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 57.3m (188.0ft)

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Structure Number: 6679,  Location: S 13 T 50 N R 33 W (Lat: 39.136667,  Lng: -94.566667),  Route carried "under" structure: City street ,  Year Built: 1953,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 4,178 (year 2006),  Truck Traffic: 10%,  Features Intersected: CST 16TH AVE,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 1.313,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)

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Structure Number: 668,  Location: S 13 T 50 N R 33 W (Lat: 39.145000,  Lng: -94.560000),  Route carried "under" structure: State highway 210,  Year Built: 1953,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 22,099 (year 2006),  Truck Traffic: 13%,  Features Intersected: MO 210,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 53.844,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 668,  Location: S 13 T 50 N R 33 W (Lat: 39.145000,  Lng: -94.560000),  Route carried "under" structure: State highway 210,  Year Built: 1953,  Structure Length: 7.50m (24.61ft),  Average Daily Traffic: 21,685 (year 2006),  Truck Traffic: 13%,  Features Intersected: MO 210,  Facility Carried by Structure: IS 29 S
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.245,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)