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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 167ft / 51mTotal length
  • $1,301,000Total costs
  • 34,605Total average daily traffic
  • 5,090Total average daily truck traffic
  • 42,668Total future (year 2036) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Pratt
  • No street view available for this location

New bridges in Pratt, KS - historical statistics
  • New bridges - historical statistics
  • 21930-1939
  • 11950-1959
  • 31960-1969
  • 41970-1979
  • 31980-1989
  • 91990-1999
  • 12010-2018
Reconstructed bridges in Pratt, KS - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
Average Bridge Daily Traffic in Pratt, KS
Average Bridge Truck Traffic in Pratt, KS
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 25.0%Very good
  • 62.5%Good
  • 12.5%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Very good
  • 75.0%Good
  • 12.5%Satisfactory
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 75.0%Good
  • 25.0%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 21.7%Very good
  • 43.5%Good
  • 30.4%Satisfactory
  • 4.3%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 60.0%Good
  • 40.0%Satisfactory
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Structure Number: 76013,  Location: 2.6E 1.0S OF PRATT (Lat: 37.631011,  Lng: -98.691131),  Route carried "on" structure: County highway ,  Year Built: 1970,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,010 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,200 (year 2036),  Features Intersected: TRIB. S. FK. NINNESCAH,  Facility Carried by Structure: RS 486 - Lake Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 66.0m (216.5ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.5m (11.5ft),  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: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 24.8 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 18.2 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016
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Structure Number: 76029,  Location: S.E. COR. OF PRATT (Lat: 37.637431,  Lng: -98.721197),  Route carried "on" structure: County highway 1731,  Year Built: 1963,  Status: Posted for load,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 1,010 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,215 (year 2036),  Design Load: H 15,  Features Intersected: S. FORK NINNESCAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 17.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7603,  Location: 2.0N 0.6E OF PRATT (Lat: 37.675142,  Lng: -98.723444),  Route carried "on" structure: County highway 1864,  Year Built: 1963,  Status: Posted for load,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 765 (year 2015),  Truck Traffic: 13%,  Average Future Daily Traffic: 920 (year 2036),  Design Load: H 15,  Features Intersected: TRIB. S. FK. NINNESCAH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 17.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76065970628,  Location: 1.8S 3.2W OF PRATT (Lat: 37.615808,  Lng: -98.798389),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 150 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 180 (year 2036),  Features Intersected: S. FORK NINNESCAH RIVER,  Facility Carried by Structure: SW 30 St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 74.0m (242.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 31.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Other Special Inspection Date: July 2017,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 76066300624,  Location: 2.0W OF PRATT (Lat: 37.645389,  Lng: -98.776278),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 90 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 110 (year 2036),  Features Intersected: TRIB. S. FK. NINNESCAH,  Facility Carried by Structure: West First St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 0.8m (2.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 760663506246,  Location: 1.5W OF PRATT (Lat: 37.639917,  Lng: -98.766889),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 4.37m (14.34ft),  Average Daily Traffic: 250 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2036),  Design Load: HS 20,  Features Intersected: S. FORK NINNESCAH RIVER,  Facility Carried by Structure: SW 15 Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 760665706246,  Location: E. OF HAMILTON S IN PRATT (Lat: 37.638778,  Lng: -98.742861),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 375 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 450 (year 2036),  Design Load: H 15,  Features Intersected: BIG DITCH,  Facility Carried by Structure: 8TH. STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 760665806247,  Location: AT 9TH S IN CITY OF PRATT (Lat: 37.637722,  Lng: -98.742311),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 360 (year 2036),  Features Intersected: BIG DITCH,  Facility Carried by Structure: IUKA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 94.0m (308.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Other Special Inspection Date: July 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 760665906247,  Location: AT 9TH S IN CITY OF PRATT (Lat: 37.637722,  Lng: -98.740944),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 360 (year 2036),  Features Intersected: BIG DITCH,  Facility Carried by Structure: JACKSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 1.8m (5.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.4 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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Other Special Inspection Date: July 2017,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 760667106247,  Location: AT 9TH S IN CITY OF PRATT (Lat: 37.637500,  Lng: -98.738306),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 0.07m (0.23ft),  Average Daily Traffic: 300 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 360 (year 2036),  Features Intersected: BIG CREEK,  Facility Carried by Structure: NINNESCAH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 116.0m (380.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Other Special Inspection Date: July 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 760667906244,  Location: SE. EDGE OF PRATT (Lat: 37.640667,  Lng: -98.721611),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,500 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,000 (year 2036),  Design Load: H 15,  Features Intersected: TRIB. S. FORK NINNESCAH,  Facility Carried by Structure: 6TH. ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 76066900622,  Location: N.W. COR. OF PRATT (Lat: 37.660569,  Lng: -98.720889),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 900 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,080 (year 2036),  Design Load: H 20,  Features Intersected: TRIB. S. FK. NINNESCAH,  Facility Carried by Structure: NE 10th St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 0.7m (2.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Other Special Inspection Date: July 2017,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 760671506261,  Location: 0.8S 2.5E OF PRATT (Lat: 37.630692,  Lng: -98.693222),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 120 (year 2036),  Design Load: H 20,  Features Intersected: TRIB. S. FK. NINNESCAH,  Facility Carried by Structure: SE 20 Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 84.0m (275.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 0.9m (3.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 24.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 18.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Other Special Inspection Date: December 2006,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 760675006168,  Location: 3.6E 2.7S OF IUKA (Lat: 37.690806,  Lng: -98.664361),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 150 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 180 (year 2036),  Features Intersected: TRIB. S. FK. NINNESCAH,  Facility Carried by Structure: NE 40 Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 65.0m (213.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 0.3m (1.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 760677006208,  Location: 5.0E 1.4N OF PRATT (Lat: 37.663806,  Lng: -98.662800),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 40 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 50 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB. S. FK. NINNESCAH,  Facility Carried by Structure: NE 100 St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 78.0m (255.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.8m (32.2ft),  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: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than 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: November 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 423400764610001,  Location: MAPLE ST E of PARKWAY (Lat: 37.653069,  Lng: -98.721711),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 0.23m (0.75ft),  Average Daily Traffic: 1,400 (year 2015),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,540 (year 2036),  Design Load: HS 20,  Features Intersected: TRIB. S. FK. NINNESCAH,  Facility Carried by Structure: MAPLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 1.2m (3.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 1.2m (3.9ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 90.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Other Special Inspection Date: July 2017
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Structure Number: 999905400760021,  Location: 0.43 MI E K64 (Lat: 37.645278,  Lng: -98.688056),  Route carried "on" structure: US 54,  Year Built: 1950,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.09m (0.30ft),  Average Daily Traffic: 6,700 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 8,209 (year 2037),  Design Load: H 20,  Features Intersected: NINNESCAH RIVER DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 227.303,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.09m (0.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $67,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999905400760201,  Location: 1.78 MI W US-281 (Lat: 37.641667,  Lng: -98.771111),  Route carried "on" structure: US 54,  Year Built: 1994,  Status: Open,  Structure Length: 4.04m (13.25ft),  Average Daily Traffic: 6,990 (year 2016),  Truck Traffic: 24%,  Average Future Daily Traffic: 9,222 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: NINNESCAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 219.885,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 56.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.40m (132.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $201,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999906400760171,  Location: 1.15 MI E US281 (Lat: 37.630833,  Lng: -98.718889),  Route carried "on" structure: County highway 64,  Year Built: 1934,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 1,280 (year 2014),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,540 (year 2036),  Design Load: H 15,  Features Intersected: NINNESCAH RIVER DRAINAGE,  Facility Carried by Structure: SE 10 St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.191,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 2.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.70m (28.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $24,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999906400760241,  Location: 2.74 MI NE US-281 (Lat: 37.633611,  Lng: -98.693333),  Route carried "on" structure: County highway 64,  Year Built: 1997,  Status: Open,  Structure Length: 10.14m (33.27ft),  Average Daily Traffic: 725 (year 2014),  Truck Traffic: 11%,  Average Future Daily Traffic: 870 (year 2036),  Design Load: HS 20,  Features Intersected: NINNESCAH RIVER,  Facility Carried by Structure: SE 25 Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.468,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 76.0m (249.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 101.40m (332.68ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2016,  Underwater Inspection Date: November 2016,  Bridge Improvement Cost: $275,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $413,000 ( Estimate for 2016),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999928100760191,  Location: 0.58 MI S OF US-54 (Lat: 37.637778,  Lng: -98.739444),  Route carried "on" structure: US 281,  Year Built: 1971,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 4,180 (year 2016),  Truck Traffic: 12%,  Average Future Daily Traffic: 4,502 (year 2037),  Design Load: HS 20,  Features Intersected: S FK NINNESCAH RIVER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.628,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.4 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: Equal to present desirable criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $71,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999928100760221,  Location: 6.85 MI N K-42 (Lat: 37.578889,  Lng: -98.739444),  Route carried "on" structure: US 281,  Year Built: 1995,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 1,960 (year 2016),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,343 (year 2037),  Design Load: HS 20,  Features Intersected: SAND CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.714,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 70.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 11.80m (38.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $56,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $84,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999928100760231,  Location: 10.60 MI N K-42 (Lat: 37.633333,  Lng: -98.739444),  Route carried "on" structure: US 281,  Year Built: 1995,  Status: Open,  Structure Length: 8.85m (29.04ft),  Average Daily Traffic: 3,130 (year 2016),  Truck Traffic: 16%,  Average Future Daily Traffic: 3,557 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: S F NINNESCAH RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.748,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 1.4m (4.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 57.2 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 88.50m (290.35ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $294,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $441,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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