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

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Structure Number: 61006,  Location: 11.7E 6.6S OF PAOLA (Lat: 38.475903,  Lng: -94.658678),  Route carried "on" structure: County highway 259,  Year Built: 1940,  Status: Posted for load,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 1,843 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,315 (year 2041),  Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 39.831,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $250,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 61007,  Location: 12.1E 6.6S OF PAOLA (Lat: 38.475853,  Lng: -94.652761),  Route carried "on" structure: County highway 259,  Year Built: 1931,  Status: Open,  Structure Length: 1.69m (5.54ft),  Average Daily Traffic: 1,830 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,315 (year 2041),  Features Intersected: ELM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 40.362,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610135,  Location: 4.1W 2.6S OF PAOLA (Lat: 38.534725,  Lng: -94.952917),  Route carried "on" structure: County highway 264,  Year Built: 2012,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 990 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,200 (year 2041),  Design Load: HL 93,  Features Intersected: PLUM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 61036,  Location: 1.8W 4.0N OF LOUISBURG (Lat: 38.679433,  Lng: -94.709117),  Route carried "on" structure: County highway 1016,  Year Built: 1952,  Year Reconstructed: 2016,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 905 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,762 (year 2041),  Features Intersected: NORTH WEA CREEK,  Facility Carried by Structure: 247th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.508,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 610365,  Location: 3.0N 2.8W OF LOUISBURG (Lat: 38.664983,  Lng: -94.728011),  Route carried "on" structure: County highway 1017,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 102 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,398 (year 2041),  Features Intersected: STREAM,  Facility Carried by Structure: 255th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.150,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $250,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61037,  Location: 2.1N 3.0W OF LOUISBURG (Lat: 38.651739,  Lng: -94.731708),  Route carried "on" structure: County highway 1017,  Year Built: 1989,  Status: Open,  Structure Length: 4.64m (15.22ft),  Average Daily Traffic: 107 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 309 (year 2041),  Design Load: HS 20,  Features Intersected: NORTH WEA CREEK,  Facility Carried by Structure: New Lancaster Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.365,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.7 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 610381,  Location: 3.7S OF LOUISBURG (Lat: 38.568508,  Lng: -94.676136),  Route carried "on" structure: County highway 1018,  Year Built: 2004,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 1,202 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,038 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH WEA CREEK,  Facility Carried by Structure: Metcalf Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 5.395,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.6 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,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $181,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $272,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 610382,  Location: 2.4S OF LOUISBURG (Lat: 38.586031,  Lng: -94.676008),  Route carried "on" structure: County highway 1018,  Year Built: 1997,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 1,428 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,038 (year 2041),  Design Load: HS 20,  Features Intersected: RABBIT CREEK,  Facility Carried by Structure: Metcalf Rd.
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.406,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 610383,  Location: 1.6S OF LOUISBURG (Lat: 38.597014,  Lng: -94.676006),  Route carried "on" structure: County highway 1018,  Year Built: 1997,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 1,808 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,560 (year 2041),  Design Load: HS 20,  Features Intersected: RABBIT CREEK,  Facility Carried by Structure: Metcalf Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 8.776,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 610384,  Location: 2.1N OF LOUISBURG (Lat: 38.651178,  Lng: -94.675897),  Route carried "on" structure: County highway 1018,  Year Built: 1926,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,616 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,602 (year 2041),  Features Intersected: TRIB. TO NORTH WEA CREEK,  Facility Carried by Structure: Metcalf Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.571,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 610386,  Location: 3.5N OF LOUISBURG (Lat: 38.671094,  Lng: -94.675811),  Route carried "on" structure: County highway 1018,  Year Built: 1997,  Status: Open,  Structure Length: 2.23m (7.32ft),  Average Daily Traffic: 2,593 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,957 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. TO WEA CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.826,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  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: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 610387,  Location: 3.2 N of Louisburg (Lat: 38.667519,  Lng: -94.675836),  Route carried "on" structure: County highway 1018,  Year Built: 2013,  Status: Open,  Structure Length: 1.30m (4.27ft),  Average Daily Traffic: 2,593 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,957 (year 2041),  Design Load: HS 20,  Features Intersected: Trib. To North Wea Creek
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 16.431,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 24.0m (78.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 6110730578,  Location: 2.0S 1.3E OF FULTON (Lat: 37.979264,  Lng: -94.687561),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 25 (year 2006),  Average Future Daily Traffic: 25 (year 2039),  Features Intersected: TRIB. LITTLE OSAGE RIVER,  Facility Carried by Structure: Local 21.3-E.0
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Other Special Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61107300519,  Location: 2.0W 0.9S OF BEAGLE (Lat: 38.405033,  Lng: -94.991967),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 75 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 95 (year 2041),  Features Intersected: TRIB. TO MOUND CREEK,  Facility Carried by Structure: Bethel Church Road
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.4m (14.4ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 76.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61109760486,  Location: 4.3W 2.0N OF LOUISBURG (Lat: 38.650511,  Lng: -94.755711),  Route carried "on" structure: County highway 380,  Year Built: 2019,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 70 (year 2015),  Truck Traffic: 20%,  Average Future Daily Traffic: 135 (year 2043),  Design Load: HL 93,  Features Intersected: NORTH WEA CREEK,  Facility Carried by Structure: 263rd Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 61109950508,  Location: 9.0S 3.6W OF LOUISBURG (Lat: 38.491286,  Lng: -94.744642),  Route carried "on" structure: County highway ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 35 (year 2011),  Average Future Daily Traffic: 72 (year 2041),  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: 351st Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 13.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 9.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $900,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $120,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 611101004923,  Location: 1.3S 2.5W OF LOUISBURG (Lat: 38.601464,  Lng: -94.731864),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 4.65m (15.26ft),  Average Daily Traffic: 188 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 243 (year 2041),  Design Load: HS 20,  Features Intersected: WEA CREEK,  Facility Carried by Structure: New Lancaster Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 81.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 611101005063,  Location: 2.6N OF NEW LANCASTER (Lat: 38.499361,  Lng: -94.732614),  Route carried "on" structure: County highway ,  Year Built: 1920,  Status: Posted for load,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 18 (year 2011),  Average Future Daily Traffic: 5,476 (year 2041),  Features Intersected: TRIB. TO MIDDLE CREEK,  Facility Carried by Structure: New Lancaster Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $450,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $600,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 611101005065,  Location: 2.3N OF NEW LANCASTER (Lat: 38.496469,  Lng: -94.732647),  Route carried "on" structure: County highway ,  Year Built: 1984,  Status: Open,  Structure Length: 3.97m (13.02ft),  Average Daily Traffic: 18 (year 2011),  Average Future Daily Traffic: 76 (year 2041),  Design Load: H 20,  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: New Lancaster Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 7.4m (24.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 39.9 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: 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: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 611101005089,  Location: 1.1N OF NEW LANCASTER (Lat: 38.478253,  Lng: -94.732803),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.66m (2.17ft),  Average Daily Traffic: 44 (year 2011),  Average Future Daily Traffic: 76 (year 2041),  Design Load: HS 20,  Features Intersected: STREAM,  Facility Carried by Structure: New Lancaster Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61110110504,  Location: 7.0S 2.9W OF LOUISBURG (Lat: 38.519808,  Lng: -94.731339),  Route carried "on" structure: County highway ,  Year Built: 1910,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 72 (year 2011),  Average Future Daily Traffic: 246 (year 2041),  Design Load: HS 20,  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: 355th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  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: June 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61110110506,  Location: 8.0S 2.9W OF LOUISBURG (Lat: 38.505939,  Lng: -94.731750),  Route carried "on" structure: County highway 6110,  Year Built: 1920,  Status: Posted for load,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 94 (year 2011),  Average Future Daily Traffic: 146 (year 2041),  Features Intersected: TRIB. TO MIDDLE CREEK,  Facility Carried by Structure: New Lancaster Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Poor,  Channel: Poor,  Operating Rating: 16.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $300,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61110190504,  Location: 7.0S 2.1W OF LOUISBURG (Lat: 38.519731,  Lng: -94.715897),  Route carried "on" structure: County highway ,  Year Built: 1914,  Status: Posted for load,  Structure Length: 1.44m (4.72ft),  Average Daily Traffic: 100 (year 2011),  Average Future Daily Traffic: 246 (year 2041),  Features Intersected: TRIB. TO MIDDLE CREEK,  Facility Carried by Structure: 335th Street
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $200,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $300,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 611103004847,  Location: 2.2N 2.0W OF LOUISBURG (Lat: 38.653694,  Lng: -94.712939),  Route carried "on" structure: County highway 2312,  Year Built: 2019,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 81 (year 2010),  Truck Traffic: 10%,  Average Future Daily Traffic: 81 (year 2043),  Design Load: HL 93,  Features Intersected: NORTH WEA CREEK,  Facility Carried by Structure: Spring Valley Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable 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: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 61110310506,  Location: 3.0N 1.1E NEW LANCASTER (Lat: 38.506011,  Lng: -94.712689),  Route carried "on" structure: County highway 6110,  Year Built: 1981,  Status: Posted for load,  Structure Length: 1.14m (3.74ft),  Average Daily Traffic: 93 (year 2011),  Average Future Daily Traffic: 146 (year 2041),  Design Load: H 20,  Features Intersected: JAKE BR. OF MIDDLE CREEK,  Facility Carried by Structure: 343rd ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.9m (22.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 611103304922,  Location: 1.2S 1.7W OF LOUISBURG (Lat: 38.605367,  Lng: -94.708481),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 215 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 135 (year 2041),  Features Intersected: TRIB. TO SOUTH WEA CREEK,  Facility Carried by Structure: Oxford RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 61110380504,  Location: 7.0S 1.2W OF LOUISBURG (Lat: 38.519817,  Lng: -94.697392),  Route carried "on" structure: County highway 6112,  Year Built: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 230 (year 2011),  Average Future Daily Traffic: 332 (year 2041),  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: 335th ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61110390502,  Location: 6.0S 1.1W OF LOUISBURG (Lat: 38.534300,  Lng: -94.696578),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 40 (year 2011),  Average Future Daily Traffic: 70 (year 2041),  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: 327th ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 30.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $60,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 611105004783,  Location: 5.7N OF LOUISBURG (Lat: 38.704636,  Lng: -94.686153),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 3.74m (12.27ft),  Average Daily Traffic: 60 (year 2011),  Average Future Daily Traffic: 60 (year 2041),  Design Load: H 20,  Features Intersected: SOUTH WEA CREEK,  Facility Carried by Structure: Antioch Rd
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  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: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 611105005062,  Location: 8.3S 1.0W OF LOUISBURG (Lat: 38.502794,  Lng: -94.695269),  Route carried "on" structure: County highway ,  Year Built: 1910,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 68 (year 2011),  Average Future Daily Traffic: 98 (year 2041),  Features Intersected: MIDDLE CREEK,  Facility Carried by Structure: Jingo RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61110520502,  Location: 6.0S 0.7W OF LOUISBURG (Lat: 38.534250,  Lng: -94.690539),  Route carried "on" structure: Other road 340,  Year Built: 2016,  Status: Open,  Structure Length: 1.78m (5.84ft),  Average Daily Traffic: 40 (year 2011),  Average Future Daily Traffic: 50 (year 2041),  Design Load: HS 20+Mod,  Features Intersected: TRIB. TO MIDDLE CREEK,  Facility Carried by Structure: 327th ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.8m (58.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 61110530496,  Location: 3.0S 0.6W OF LOUISBURG (Lat: 38.577764,  Lng: -94.689211),  Route carried "on" structure: County highway ,  Year Built: 1915,  Status: Posted for load,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 108 (year 2011),  Truck Traffic: 10%,  Average Future Daily Traffic: 45 (year 2041),  Features Intersected: SOUTH WEA CREEK,  Facility Carried by Structure: 303rd ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 23.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $97,000,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 611105504929,  Location: 2.8S 0.4W OF LOUISBURG (Lat: 38.593806,  Lng: -94.685214),  Route carried "on" structure: County highway ,  Year Built: 1935,  Status: Posted for load,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 137 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 261 (year 2041),  Features Intersected: SOUTH WEA CREEK,  Facility Carried by Structure: Rogers RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  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: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $900,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61110560494,  Location: 2.0S 0.3W OF LOUISBURG (Lat: 38.592050,  Lng: -94.683994),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 3.73m (12.24ft),  Average Daily Traffic: 96 (year 2011),  Truck Traffic: 1%,  Average Future Daily Traffic: 815 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. TO SOUTH WEA CREEK,  Facility Carried by Structure: 295th ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 611105604945,  Location: 2.5S 0.3W OF LOUISBURG (Lat: 38.585861,  Lng: -94.681694),  Route carried "on" structure: County highway ,  Year Built: 1915,  Status: Posted for load,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 78 (year 2015),  Average Future Daily Traffic: 302 (year 2041),  Features Intersected: TRIB. TO RABBIT CREEK,  Facility Carried by Structure: Rogers RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $750,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $900,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 61110560514,  Location: 12.0S 0.3W OF LOUISBURG (Lat: 38.446686,  Lng: -94.682156),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 8 (year 2011),  Average Future Daily Traffic: 8 (year 2041),  Design Load: HS 20,  Features Intersected: Elm Creek,  Facility Carried by Structure: 375th ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.6m (11.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 90.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 90.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: High priority of replacement,  Approach Roadway Alignment: High priority of corrective action,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 611105704888,  Location: N. OF K-68 IN LOUISBURG (Lat: 38.622494,  Lng: -94.681108),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,500 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,502 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. SOUTH WEA CREEK,  Facility Carried by Structure: Broadway St
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 75.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.3 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 61110740512,  Location: 1.0E OF 69 HWY ON 367 ST (Lat: 38.461539,  Lng: -94.669914),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 18 (year 2011),  Average Future Daily Traffic: 92 (year 2041),  Design Load: H 20,  Features Intersected: ELM CREEK,  Facility Carried by Structure: 367th ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 6.8m (22.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 61110770498,  Location: 3.5S 0.7E OF LOUISBURG (Lat: 38.562744,  Lng: -94.662892),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 370 (year 2011),  Average Future Daily Traffic: 346 (year 2041),  Features Intersected: SOUTH WEA CREEK,  Facility Carried by Structure: 311th ST
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 611107905103,  Location: 10.3S 1.0E OF LOUISBURG (Lat: 38.471981,  Lng: -94.658583),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 4 (year 2011),  Average Future Daily Traffic: 10 (year 2041),  Design Load: HS 20,  Features Intersected: TRIB. TO ELM CREEK,  Facility Carried by Structure: Rockville RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Wearing Surface/Protective System: Wearing Surface: Gravel

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Structure Number: 611109004982,  Location: 4.2S 1.0E OF LOUISBURG (Lat: 38.560297,  Lng: -94.657756),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 141 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 164 (year 2041),  Design Load: HS 20,  Features Intersected: SOUTH WEA CREEK,  Facility Carried by Structure: Rockville RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing