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

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Structure Number: 46037,  Location: E. DESOTO (Lat: 38.978333,  Lng: -94.963333),  Route carried "on" structure: City street 2101,  Year Built: 1989,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 6,090 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,300 (year 2027),  Design Load: HS 20,  Features Intersected: KILL CREEK,  Facility Carried by Structure: 83RD ST. F.4-16.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 42.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 46038,  Location: 1.9E OF DESOTO (Lat: 38.980000,  Lng: -94.923333),  Route carried "on" structure: City street 2101,  Year Built: 1992,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 4,200 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,040 (year 2027),  Design Load: HS 20,  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: 83RD ST. H.3-16.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 50.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 46048,  Location: 0.3W OF DESOTO (Lat: 38.978333,  Lng: -94.975000),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 2.42m (7.94ft),  Average Daily Traffic: 2,350 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,820 (year 2027),  Features Intersected: RAILROAD,  Facility Carried by Structure: 83RD ST. E.47-16.5
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $335,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $650,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 461077504404,  Location: 1.1E 0.2N OF DESOTO (Lat: 38.980000,  Lng: -94.935000),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 351 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 421 (year 2027),  Design Load: HS 20,  Features Intersected: CEDAR CREEK TRIB.,  Facility Carried by Structure: CORLISS G.5-16.6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 461079004404,  Location: 1.7N OF K-10 (Lat: 38.980000,  Lng: -94.926667),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 351 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 421 (year 2027),  Design Load: H 20,  Features Intersected: CEDAR CREEK TRIB.,  Facility Carried by Structure: GARDNER H.0-16.6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 461079704441,  Location: 3.3W 0.7N INT WK10 TO K7 (Lat: 38.955000,  Lng: -94.915000),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 338 (year 2004),  Truck Traffic: 6%,  Average Future Daily Traffic: 406 (year 2027),  Features Intersected: CEDAR CREEK,  Facility Carried by Structure: 95TH ST. H.7-14.9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Critical Feature Inspection Date: March 2007,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $712,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999901000461761,  Location: 4.45 MI E DOUGLAS COL, NL (Lat: 38.960556,  Lng: -94.982778),  Route carried "on" structure: State highway 10,  Year Built: 1976,  Status: Open,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 13,400 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,361 (year 2027),  Design Load: HS 20,  Features Intersected: Lexington Ave, ATSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.732,  Lanes on structure: 3,  Lanes under structure: 4,  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: 5,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.88m (38.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $645,000 ( 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: 999901000461771,  Location: 4.44 MI E DOUGLAS COL, SL (Lat: 38.960278,  Lng: -94.982500),  Route carried "on" structure: State highway 10,  Year Built: 1975,  Status: Open,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 13,400 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,361 (year 2027),  Design Load: HS 20,  Features Intersected: Lexington Ave, ATSF RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.740,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 41.5m (136.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.88m (38.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $430,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $645,000 ( 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: 999901000461781,  Location: 5.12 MI E DOUGLAS COL NL (Lat: 38.960278,  Lng: -94.970556),  Route carried "on" structure: State highway 10,  Year Built: 1975,  Status: Open,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 15,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,867 (year 2027),  Design Load: HS 20,  Features Intersected: KILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.810,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.83m (28.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $400,000 ( 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: 999901000461791,  Location: 5.12 MI E DOUGLAS COL SL (Lat: 38.960000,  Lng: -94.970278),  Route carried "on" structure: State highway 10,  Year Built: 1976,  Status: Open,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 15,000 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,867 (year 2027),  Design Load: HS 20,  Features Intersected: KILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.812,  Lanes on structure: 2,  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: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 56.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.5 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.83m (28.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $400,000 ( 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: 999901000461801,  Location: 6.37 MI NE DOUGLAS COLN (Lat: 38.960000,  Lng: -94.955000),  Route carried "on" structure: City street 346,  Year Built: 1974,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 3,515 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,816 (year 2027),  Design Load: HS 20,  Features Intersected: K10 HWY, NL-SL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 8.18m (26.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $408,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999901000461811,  Location: 7.37MI E DGLS CO LN (Lat: 38.960278,  Lng: -94.936389),  Route carried "on" structure: City street 414,  Year Built: 1975,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 3,515 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,816 (year 2027),  Design Load: H 20,  Features Intersected: K10 HWY,NL-SL,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 7.74m (25.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $245,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999901000461851,  Location: 8.54MI E DGLS CO LN (Lat: 38.956111,  Lng: -94.915000),  Route carried "on" structure: State highway 10,  Year Built: 1975,  Status: Open,  Structure Length: 7.21m (23.65ft),  Average Daily Traffic: 15,650 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,291 (year 2027),  Design Load: HS 20,  Features Intersected: CEDAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.662,  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: 5,  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 46.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.21m (23.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $218,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $326,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999901000461991,  Location: 3.45 MI E DG-JO C0 LINE (Lat: 38.961389,  Lng: -95.001389),  Route carried "on" structure: State highway 10,  Year Built: 1976,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 13,400 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,361 (year 2027),  Design Load: HS 20,  Features Intersected: LOCAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.115,  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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $280,000 ( 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: 999901000462001,  Location: 3.46 MI E DG-JO C0 LINE (Lat: 38.961111,  Lng: -95.001111),  Route carried "on" structure: State highway 10,  Year Built: 1976,  Status: Open,  Structure Length: 6.18m (20.28ft),  Average Daily Traffic: 13,400 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 29,361 (year 2027),  Design Load: HS 20,  Features Intersected: LOCAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.131,  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: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.9m (55.4ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.18m (20.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $280,000 ( 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: 46036,  Location: IN DESOTO (Lat: 38.968333,  Lng: -94.981667),  Route carried "under" structure: City street 2101,  Year Built: 1907,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 6,100 (year 2004),  Truck Traffic: 4%,  Features Intersected: LEXINGTON AVE.,  Facility Carried by Structure: RAILROAD E.2-16.0
Minimum Vertical Clearance: 0.45m (1.48ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 46107320444,  Location: 95TH. ST. S. OF DESOTO (Lat: 38.956667,  Lng: -94.981667),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 576 (year 2004),  Truck Traffic: 6%,  Features Intersected: 95TH STREET,  Facility Carried by Structure: RAILROAD E.2-15.0
Minimum Vertical Clearance: 6.04m (19.82ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 17.1m (56.1ft)

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Structure Number: 999901000461761,  Location: 4.45 MI E DOUGLAS COL, NL (Lat: 38.960556,  Lng: -94.982778),  Route carried "under" structure: City street 2101,  Year Built: 1976,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 5,140 (year 2002),  Truck Traffic: 21%,  Features Intersected: Lexington Ave, ATSF RR,  Facility Carried by Structure: K10 HWY, WB
Minimum Vertical Clearance: 6.85m (22.47ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 999901000461771,  Location: 4.44 MI E DOUGLAS COL, SL (Lat: 38.960278,  Lng: -94.982500),  Route carried "under" structure: City street 2101,  Year Built: 1975,  Structure Length: 11.88m (38.98ft),  Average Daily Traffic: 5,140 (year 2002),  Truck Traffic: 21%,  Features Intersected: Lexington Ave, ATSF RR,  Facility Carried by Structure: K10 HWY, EB
Minimum Vertical Clearance: 7.41m (24.31ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 999901000461801,  Location: 6.37 MI NE DOUGLAS COLN (Lat: 38.960000,  Lng: -94.955000),  Route carried "under" structure: State highway 10,  Year Built: 1974,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 30,000 (year 2007),  Truck Traffic: 21%,  Features Intersected: K10 HWY, NL-SL,  Facility Carried by Structure: RS0346, Killcreek
Minimum Vertical Clearance: 4.89m (16.04ft),  Kilometerpoint: 41.718,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 999901000461811,  Location: 7.37MI E DGLS CO LN (Lat: 38.960278,  Lng: -94.936389),  Route carried "under" structure: State highway 10,  Year Built: 1975,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 31,300 (year 2007),  Truck Traffic: 21%,  Features Intersected: K10 HWY,NL-SL,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 44.165,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)