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

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Structure Number: 1004,  Location: 2.0W 1.7N OF HUMBOLDT (Lat: 37.842819,  Lng: -95.482528),  Route carried "on" structure: County highway 1,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.93m (3.05ft),  Average Daily Traffic: 296 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 368 (year 2039),  Features Intersected: BRANCH OF NEOSHO RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 14.810,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: Febuary 2020,  Other Special Inspection Date: August 2021

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Structure Number: 1006,  Location: 0.2W OF HUMBOLDT (Lat: 37.811086,  Lng: -95.450289),  Route carried "on" structure: County highway 2,  Year Built: 2000,  Status: Open,  Structure Length: 7.83m (25.69ft),  Average Daily Traffic: 1,098 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,136 (year 2040),  Design Load: HS 20,  Features Intersected: RELIEF OF NEOSHO RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.829,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 41.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.0 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 1037,  Location: 2.8W 0.2N OF HUMBOLDT (Lat: 37.820283,  Lng: -95.498528),  Route carried "on" structure: County highway 1131,  Year Built: 1978,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 124 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 124 (year 2041),  Design Load: H 20,  Features Intersected: BLOODY RUN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.093,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.9m (16.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 30.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020

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Structure Number: 10395,  Location: S. EDGE OF HUMBOLDT (Lat: 37.795819,  Lng: -95.429028),  Route carried "on" structure: County highway 1148,  Year Built: 2001,  Status: Open,  Structure Length: 6.58m (21.59ft),  Average Daily Traffic: 945 (year 2006),  Truck Traffic: 35%,  Average Future Daily Traffic: 1,050 (year 2040),  Design Load: HS 20,  Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 9.691,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10664,  Location: 1.4S OF HUMBOLDT (Lat: 37.788297,  Lng: -95.434769),  Route carried "on" structure: County highway 2096,  Year Built: 1953,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.80m (22.31ft),  Average Daily Traffic: 2,658 (year 2006),  Truck Traffic: 20%,  Average Future Daily Traffic: 2,658 (year 2040),  Design Load: H 20,  Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.230,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.83m (22.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $395,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $575,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10666,  Location: 1.2S OF HUMBOLDT (Lat: 37.794361,  Lng: -95.435322),  Route carried "on" structure: County highway 2096,  Year Built: 1953,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 2,304 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,318 (year 2040),  Design Load: H 20,  Features Intersected: MONARCH OVERPASS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.906,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $203,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $304,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10668,  Location: 1.0S OF HUMBOLDT (Lat: 37.797242,  Lng: -95.435333),  Route carried "on" structure: County highway 2096,  Year Built: 1953,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 2,304 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,318 (year 2040),  Design Load: H 20,  Features Intersected: MONARCH OVERPASS
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.228,  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: 7,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.89m (22.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $31,000,  Total Project Cost: $468,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1067,  Location: 0.8N OF HUMBOLDT (Lat: 37.833306,  Lng: -95.436817),  Route carried "on" structure: County highway 2096,  Year Built: 1910,  Year Reconstructed: 1950,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,922 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,922 (year 2040),  Design Load: HS 15,  Features Intersected: TRIB. TO NEOSHO RIVER
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 9.659,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 16.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $339,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 11019005984,  Location: 3.5W 1.0N OF HUMBOLDT (Lat: 37.828567,  Lng: -95.500844),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 40 (year 2006),  Average Future Daily Traffic: 40 (year 2039),  Features Intersected: STREAM,LWC,  Facility Carried by Structure: 400 Rd 2.0-O.4
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: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $50,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 11019706011,  Location: 3.4W OF HUMBOLDT (Lat: 37.811389,  Lng: -95.492106),  Route carried "on" structure: County highway 129,  Year Built: 2015,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 30 (year 2013),  Average Future Daily Traffic: 35 (year 2039),  Design Load: HL 93,  Features Intersected: OWL CREEK,  Facility Carried by Structure: LOCAL RD. 2.8-P.6
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  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: 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: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1102130596,  Location: 2.0N 2.0W OF HUMBOLDT (Lat: 37.849336,  Lng: -95.477669),  Route carried "on" structure: County highway ,  Year Built: 1918,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 5 (year 2006),  Average Future Daily Traffic: 5 (year 2039),  Features Intersected: STREAM,  Facility Carried by Structure: Iowa Rd 3.3-N.0
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: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $175,000

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Structure Number: 11029306088,  Location: 4.3S 1.3E OF HUMBOLDT (Lat: 37.750861,  Lng: -95.409519),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 60 (year 2006),  Average Future Daily Traffic: 60 (year 2040),  Design Load: H 20,  Features Intersected: STREAM,  Facility Carried by Structure: Arizona Rd 7.3-T.8
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,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.9 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Other Special Inspection Date: September 2019

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Structure Number: 11031006008,  Location: 2.0E OF HUMBOLDT (Lat: 37.808156,  Lng: -95.396731),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 30 (year 2006),  Average Future Daily Traffic: 30 (year 2041),  Features Intersected: STREAM,LWC,  Facility Carried by Structure: 1600 St. 8.0-P.8
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),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 27.0 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 19.8 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $53,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 1103190604,  Location: 2.9E 1.5S OF HUMBOLDT (Lat: 37.791106,  Lng: -95.380119),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 30 (year 2006),  Average Future Daily Traffic: 35 (year 2040),  Features Intersected: STREAM,  Facility Carried by Structure: LOCAL RD 8.9-R.0
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.2m (3.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 23.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $191,000

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Structure Number: 999916900010341,  Location: 5.50 MI NE NEOSHO COLN (Lat: 37.790833,  Lng: -95.411389),  Route carried "on" structure: County highway 1148,  Year Built: 1980,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 960 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,806 (year 2041),  Design Load: HS 20,  Features Intersected: US169 HWY,  Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 7.730,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 27.25m (89.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999916900010351,  Location: 5.96 MI NE NEOSHO COLN (Lat: 37.797500,  Lng: -95.411111),  Route carried "on" structure: US 169,  Year Built: 1980,  Status: Open,  Structure Length: 7.40m (24.28ft),  Average Daily Traffic: 4,874 (year 2020),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,243 (year 2041),  Design Load: HS 20,  Features Intersected: COAL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 9.580,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.4m (60.4ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.27m (79.63ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 999916900010361,  Location: 6.51 MI NE NEOSHO COLN (Lat: 37.805556,  Lng: -95.411111),  Route carried "on" structure: ServiceCounty highway 206,  Year Built: 1980,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 32 (year 2020),  Average Future Daily Traffic: 7,445 (year 2041),  Design Load: HS 20,  Features Intersected: US169 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.346,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  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,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 28.25m (92.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999916900010371,  Location: 7.02 MI NE NEOSHO COLN (Lat: 37.812778,  Lng: -95.410556),  Route carried "on" structure: County highway 2,  Year Built: 1980,  Status: Open,  Structure Length: 8.61m (28.25ft),  Average Daily Traffic: 382 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,445 (year 2041),  Design Load: HS 20,  Features Intersected: US169 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.834,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 28.25m (92.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999916900010391,  Location: 8.81 MI N NEOSHO COLN (Lat: 37.849167,  Lng: -95.409722),  Route carried "on" structure: County highway 110,  Year Built: 1980,  Status: Open,  Structure Length: 8.18m (26.84ft),  Average Daily Traffic: 16 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,723 (year 2041),  Design Load: HS 20,  Features Intersected: US169 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.366,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 26.85m (88.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999916900010491,  Location: 2.66 MI N-NEOSHO CO. LINE (Lat: 37.750833,  Lng: -95.417222),  Route carried "on" structure: ServiceCounty highway 136,  Year Built: 1984,  Status: Open,  Structure Length: 7.37m (24.18ft),  Average Daily Traffic: 32 (year 2020),  Average Future Daily Traffic: 6,806 (year 2041),  Design Load: HS 20,  Features Intersected: U169 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.609,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.1m (111.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 24.18m (79.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999916900010501,  Location: 4.27 MI N-NEOSHO CO LINE (Lat: 37.773333,  Lng: -95.411389),  Route carried "on" structure: US 169,  Year Built: 1983,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 4,456 (year 2020),  Truck Traffic: 32%,  Average Future Daily Traffic: 6,621 (year 2041),  Design Load: H 20,  Features Intersected: COAL CREEK DR
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 6.885,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 67.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.6 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 desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999916900010511,  Location: 4.48 MI N-NEOSHO CO. LINE (Lat: 37.776389,  Lng: -95.411389),  Route carried "on" structure: ServiceCounty highway 180,  Year Built: 1984,  Status: Open,  Structure Length: 6.17m (20.24ft),  Average Daily Traffic: 32 (year 2020),  Average Future Daily Traffic: 6,806 (year 2041),  Design Load: HS 20,  Features Intersected: US169,  Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 28.514,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 20.25m (66.44ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999922400010381,  Location: 7.5 MI NE NEOSHO CL (Lat: 37.820278,  Lng: -95.409722),  Route carried "on" structure: County highway 2097,  Year Built: 1980,  Status: Open,  Structure Length: 8.31m (27.26ft),  Average Daily Traffic: 384 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,445 (year 2041),  Design Load: HS 20,  Features Intersected: US169 HWY,  Facility Carried by Structure: HAWAII RD OLD K224
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 2.406,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 27.25m (89.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999916900010341,  Location: 5.50 MI NE NEOSHO COLN (Lat: 37.790833,  Lng: -95.411389),  Route carried "under" structure: US 169,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,456 (year 2020),  Truck Traffic: 32%,  Features Intersected: US169 HWY,  Facility Carried by Structure: TANK ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 8.845,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 999916900010361,  Location: 6.51 MI NE NEOSHO COLN (Lat: 37.805556,  Lng: -95.411111),  Route carried "under" structure: US 169,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,874 (year 2020),  Truck Traffic: 29%,  Features Intersected: US169 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 10.470,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 999916900010371,  Location: 7.02 MI NE NEOSHO COLN (Lat: 37.812778,  Lng: -95.410556),  Route carried "under" structure: US 169,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,874 (year 2020),  Truck Traffic: 29%,  Features Intersected: US169 HWY,  Facility Carried by Structure: RS0002
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 11.283,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 999916900010391,  Location: 8.81 MI N NEOSHO COLN (Lat: 37.849167,  Lng: -95.409722),  Route carried "under" structure: US 169,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 5,711 (year 2020),  Truck Traffic: 25%,  Features Intersected: US169 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.92m (16.14ft),  Kilometerpoint: 15.324,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 999916900010491,  Location: 2.66 MI N-NEOSHO CO. LINE (Lat: 37.750833,  Lng: -95.417222),  Route carried "under" structure: US 169,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 4,456 (year 2020),  Truck Traffic: 32%,  Features Intersected: U169 HWY,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 4.287,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 999916900010511,  Location: 4.48 MI N-NEOSHO CO. LINE (Lat: 37.776389,  Lng: -95.411389),  Route carried "under" structure: US 169,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 4,456 (year 2020),  Truck Traffic: 32%,  Features Intersected: US169,  Facility Carried by Structure: LOCAL RD
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 7.224,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 999922400010381,  Location: 7.5 MI NE NEOSHO CL (Lat: 37.820278,  Lng: -95.409722),  Route carried "under" structure: US 169,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 4,874 (year 2020),  Truck Traffic: 29%,  Features Intersected: US169 HWY,  Facility Carried by Structure: HAWAII RD OLD K224
Minimum Vertical Clearance: 5.01m (16.44ft),  Kilometerpoint: 12.102,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)