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

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Structure Number: 1097,  Location: S 27 T 53 N R 31 W (Lat: 39.368333,  Lng: -94.371667),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 12,682 (year 2006),  Truck Traffic: 34%,  Average Future Daily Traffic: 22,827 (year 2027),  Design Load: HS 20,  Features Intersected: MO 92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.549,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Internally Sealed

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Structure Number: 1098,  Location: S 27 T 53 N R 31 W (Lat: 39.368333,  Lng: -94.371667),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 14,954 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 26,917 (year 2027),  Design Load: HS 20,  Features Intersected: MO 92
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.070,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 47.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  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: 1133,  Location: S 27 T 53 N R 31 W (Lat: 39.380000,  Lng: -94.365000),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 12,682 (year 2006),  Truck Traffic: 34%,  Average Future Daily Traffic: 22,827 (year 2027),  Design Load: HS 20,  Features Intersected: MO 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 140.052,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1134,  Location: S 27 T 53 N R 31 W (Lat: 39.380000,  Lng: -94.365000),  Route carried "on" structure: Interstate 35,  Year Built: 1965,  Year Reconstructed: 1989,  Status: Posted for load,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 12,019 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 21,634 (year 2027),  Design Load: HS 20,  Features Intersected: MO 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.557,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 43.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 11871,  Location: S 22 T 53 N R 31 W (Lat: 39.395000,  Lng: -94.370000),  Route carried "on" structure: State highway 33,  Year Built: 2000,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 3,834 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,942 (year 2027),  Design Load: HS 20,  Features Intersected: CLEAR CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.757,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Prestressed concrete 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: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 84.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  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: 13897,  Location: S 23 T 53 N R 31 W (Lat: 39.386389,  Lng: -94.357222),  Route carried "on" structure: County highway 51,  Year Built: 1980,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 679 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,052 (year 2026),  Design Load: HS 20,  Features Intersected: CLEAR CR,  Facility Carried by Structure: RAYMOND HALL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 33.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16175,  Location: S 2 T 52 N R 34 W (Lat: 39.350053,  Lng: -94.350106),  Route carried "on" structure: County highway ,  Year Built: 1968,  Status: Posted for load,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 1,000 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,550 (year 2026),  Features Intersected: BR OF FISHING RVR,  Facility Carried by Structure: 19TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 22.5 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,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Critical Feature Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1097,  Location: S 27 T 53 N R 31 W (Lat: 39.368333,  Lng: -94.371667),  Route carried "under" structure: State highway 92,  Year Built: 1965,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 3,716 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 92,  Facility Carried by Structure: IS 35 S
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 5.132,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1098,  Location: S 27 T 53 N R 31 W (Lat: 39.368333,  Lng: -94.371667),  Route carried "under" structure: State highway 92,  Year Built: 1965,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 18,320 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 92,  Facility Carried by Structure: IS 35 N
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 51.349,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 1133,  Location: S 27 T 53 N R 31 W (Lat: 39.380000,  Lng: -94.365000),  Route carried "under" structure: State highway 33,  Year Built: 1965,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 3,834 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 33,  Facility Carried by Structure: IS 35 S
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 69.582,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 1134,  Location: S 27 T 53 N R 31 W (Lat: 39.380000,  Lng: -94.365000),  Route carried "under" structure: State highway 33,  Year Built: 1965,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 3,834 (year 2006),  Truck Traffic: 10%,  Features Intersected: MO 33,  Facility Carried by Structure: IS 35 N
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 69.611,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)