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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 17
Total length: 71 meters (233ft)
Total costs: $4,308,000
Total average daily traffic: 39,349
Total average daily truck traffic: 2,816
National Bridge Inventory (NBI) Registered Bridges for Parsons
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New bridges - Historical Statistics

  • 1930-1939: 1
  • 1940-1949: 1
  • 1950-1959: 8
  • 1960-1969: 1
  • 1970-1979: 5
  • 1980-1989: 1

Reconstructed bridges - Historical Statistics

  • 1960-1969: 1
  • 1970-1979: 0
  • 1980-1989: 3
  • 1990-1999: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 422450504411001,  Location: 21ST. & SOUTHERN BLVD. (Lat: 37.325250,  Lng: -95.267467),  Route carried "on" structure: City street 4411,  Year Built: 1975,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 1,182 (year 2006),  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: HS 20,  Features Intersected: LITTLE LABETTE CREEK,  Facility Carried by Structure: 21ST. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 422450504411002,  Location: 32nd St. & S. of Southern (Lat: 37.323333,  Lng: -95.270000),  Route carried "on" structure: City street 4401,  Year Built: 1981,  Status: Posted for load,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 1,339 (year 2007),  Average Future Daily Traffic: 1,898 (year 2031),  Design Load: HS 20,  Features Intersected: Little Labette Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 422450504411003,  Location: On 10th S. of Hwy 160 (Lat: 37.337619,  Lng: -95.249072),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: HS 20,  Features Intersected: Labette Creek,  Facility Carried by Structure: 10th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $225,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 422450504411004,  Location: On 10th N. of Hwy. 160 (Lat: 37.323333,  Lng: -95.270000),  Route carried "on" structure: City street ,  Year Built: 1960,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: H 20,  Features Intersected: Labette Creek,  Facility Carried by Structure: 10th Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 13.3m (43.6ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 422450504411005,  Location: On North Blvd. W of 59 (Lat: 37.355119,  Lng: -95.278047),  Route carried "on" structure: City street ,  Year Built: 1954,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 1,018 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: HS 20,  Features Intersected: Labette Creek,  Facility Carried by Structure: North Bouldvard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 422450504411006,  Location: On North Blvd. E. of 59 (Lat: 37.323333,  Lng: -95.270000),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Posted for load,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: HS 20,  Features Intersected: Telon Creek,  Facility Carried by Structure: North Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.7m (28.5ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 422450504411007,  Location: On 21st N. of North Blvd. (Lat: 37.361247,  Lng: -95.267231),  Route carried "on" structure: City street ,  Year Built: 1976,  Status: Open,  Structure Length: 6.66m (21.85ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: HS 20,  Features Intersected: Labette Creek,  Facility Carried by Structure: 21st Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 422450504411008,  Location: On Gabriel St. W. of 32nd (Lat: 37.323333,  Lng: -95.270000),  Route carried "on" structure: City street ,  Year Built: 1948,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 100 (year 2007),  Average Future Daily Traffic: 125 (year 2031),  Design Load: HS 20,  Features Intersected: Trib. to Little Labette,  Facility Carried by Structure: Gabriel Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 422450504411009,  Location: On Main St. W. of 32nd (Lat: 37.323333,  Lng: -95.270000),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: HS 20,  Features Intersected: Trib. To Labette Creek,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11
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Structure Number: 42245050441101,  Location: On Corning Street (Lat: 37.337681,  Lng: -95.281481),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: Railroad,  Features Intersected: Union Pacific Rail Road,  Facility Carried by Structure: Corning Street
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,000,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 422450504411011,  Location: On Main Street (Lat: 37.340542,  Lng: -95.266236),  Route carried "on" structure: City street ,  Year Built: 1951,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: Railroad,  Features Intersected: Union Pacific Rail Road,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Railroad,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.03m (0.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $400,000,  Roadway Improvement Cost: $400,000,  Total Project Cost: $1,000,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 422450504411012,  Location: On Main St. E. of 10th St (Lat: 37.340467,  Lng: -95.264569),  Route carried "on" structure: City street ,  Year Built: 1950,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,182 (year 2031),  Design Load: HS 20,  Features Intersected: Labette Creek,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.4m (63.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 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: Better than present minimum criteria,  Length Of Structure Improvement: 10.97m (35.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $795,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $995,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place
Structure Number: 999905900500121,  Location: 9.09 MI N WJCT US-160,  Route carried "on" structure: US 59,  Year Built: 1959,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.29m (20.64ft),  Average Daily Traffic: 7,400 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,394 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: LITTLE LABETTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.115,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: 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: Superior to present desirable criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.29m (20.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $399,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999905900500134,  Location: 9.45 MI N WJCT US-160,  Route carried "on" structure: US 59,  Year Built: 1959,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.98m (19.62ft),  Average Daily Traffic: 7,710 (year 2010),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,787 (year 2031),  Design Load: H 20,  Features Intersected: MKT RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 50.780,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.6m (54.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Meets minimum limits,  Length Of Structure Improvement: 5.98m (19.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $352,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999905900500144,  Location: 1.05 MI S US400, MAIN ST.,  Route carried "on" structure: US 59,  Year Built: 1937,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 6.76m (22.18ft),  Average Daily Traffic: 8,780 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,146 (year 2031),  Design Load: H 15,  Features Intersected: LABETTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.237,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 6.76m (22.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $337,000 ( Estimate for 2012),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 42245050441101,  Location: On Corning Street (Lat: 37.337681,  Lng: -95.281481),  Route carried "under" structure: City street ,  Year Built: 1975,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 10%,  Features Intersected: Union Pacific Rail Road,  Facility Carried by Structure: Corning Street
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 422450504411011,  Location: On Main Street (Lat: 37.340542,  Lng: -95.266236),  Route carried "under" structure: City street ,  Year Built: 1951,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 1,182 (year 2006),  Truck Traffic: 10%,  Features Intersected: Union Pacific Rail Road,  Facility Carried by Structure: Main Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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