Bridge Statistics for Kechi, Kansas (KS) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 999925400872091,  Location: 0.58 MI N 53RD ST, WB (Lat: 37.788056,  Lng: -97.283056),  Route carried "on" structure: State highway 254,  Year Built: 1965,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 4,860 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,222 (year 2027),  Design Load: HS 20,  Features Intersected: MIDDLE FORK CHISHOLM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.812,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.12m (10.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $141,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999925400872101,  Location: 0.57 MI N 53RD ST, EB (Lat: 37.787778,  Lng: -97.283056),  Route carried "on" structure: State highway 254,  Year Built: 1965,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 4,860 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,222 (year 2027),  Design Load: HS 20,  Features Intersected: MIDDLE FORK CHISHOLM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.796,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.12m (10.24ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $141,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999925400872111,  Location: JCT OLIVER ST/K254 (Lat: 37.791667,  Lng: -97.280556),  Route carried "on" structure: State highway 254,  Year Built: 1965,  Status: Open,  Structure Length: 7.64m (25.07ft),  Average Daily Traffic: 4,860 (year 2007),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,222 (year 2027),  Design Load: HS 20,  Features Intersected: RS1904, OLIVER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.309,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.64m (25.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $173,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $259,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999925400872121,  Location: 0.16 MI E OLIVER ST (Lat: 37.792778,  Lng: -97.277778),  Route carried "on" structure: State highway 254,  Year Built: 1965,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 4,290 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,150 (year 2027),  Design Load: HS 20,  Features Intersected: OKT RAILROAD & STREAM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.560,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $332,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $498,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999925400874451,  Location: JCT OLIVER ST/K-254 (Lat: 37.791667,  Lng: -97.280556),  Route carried "on" structure: State highway 254,  Year Built: 1997,  Status: Open,  Structure Length: 7.67m (25.16ft),  Average Daily Traffic: 4,290 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,150 (year 2027),  Design Load: HS 25,  Features Intersected: RS1904, OLIVER ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.316,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.67m (25.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $232,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $347,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999925400874461,  Location: 0.16 MI E OLIVER ST. (Lat: 37.792778,  Lng: -97.277778),  Route carried "on" structure: State highway 254,  Year Built: 1997,  Status: Open,  Structure Length: 11.00m (36.09ft),  Average Daily Traffic: 4,290 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,150 (year 2027),  Design Load: HS 25,  Features Intersected: RR/MID BR CHISHOLM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.588,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $332,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $498,000 ( Estimate for 2008),  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: 999925400874471,  Location: 1.05 MI E OLIVER ST. (Lat: 37.795278,  Lng: -97.257222),  Route carried "on" structure: City street 2192,  Year Built: 1998,  Status: Open,  Structure Length: 7.79m (25.56ft),  Average Daily Traffic: 2,430 (year 2003),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,329 (year 2027),  Design Load: HS 20,  Features Intersected: K-254 HWY,  Facility Carried by Structure: WOODLAWN ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.4m (86.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.79m (25.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $353,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999925400874481,  Location: 1.32 MI E OLIVER ST. (Lat: 37.795278,  Lng: -97.253611),  Route carried "on" structure: State highway 254,  Year Built: 1997,  Status: Open,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 8,580 (year 2007),  Truck Traffic: 16%,  Average Future Daily Traffic: 20,300 (year 2027),  Design Load: HS 20,  Features Intersected: TRIB MID FK CHISHOLM CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.414,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.14m (3.74ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $39,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999925400872111,  Location: JCT OLIVER ST/K254 (Lat: 37.791667,  Lng: -97.280556),  Route carried "under" structure: City street 1904,  Year Built: 1965,  Structure Length: 7.64m (25.07ft),  Average Daily Traffic: 1,620 (year 2004),  Truck Traffic: 21%,  Features Intersected: RS1904, OLIVER ST,  Facility Carried by Structure: K254 HWY EB
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 999925400874451,  Location: JCT OLIVER ST/K-254 (Lat: 37.791667,  Lng: -97.280556),  Route carried "under" structure: City street 1904,  Year Built: 1997,  Structure Length: 7.67m (25.16ft),  Average Daily Traffic: 1,620 (year 2004),  Truck Traffic: 21%,  Features Intersected: RS1904, OLIVER ST.,  Facility Carried by Structure: K-254 HWY WB
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 999925400874471,  Location: 1.05 MI E OLIVER ST. (Lat: 37.795278,  Lng: -97.257222),  Route carried "under" structure: State highway 254,  Year Built: 1998,  Structure Length: 7.79m (25.56ft),  Average Daily Traffic: 8,580 (year 2007),  Truck Traffic: 21%,  Features Intersected: K-254 HWY,  Facility Carried by Structure: WOODLAWN ST.
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 6.983,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.4m (86.6ft)