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

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Structure Number: 540029,  Location: 2.5W OF PRESCOTT (Lat: 38.066364,  Lng: -94.742564),  Route carried "on" structure: County highway 408,  Year Built: 1954,  Status: Open,  Structure Length: 0.87m (2.85ft),  Average Daily Traffic: 272 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2037),  Design Load: H 15,  Features Intersected: TRIB. LITTLE OSAGE RIVER
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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 19.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 54003,  Location: 1.0W OF PRESCOTT (Lat: 38.066350,  Lng: -94.712975),  Route carried "on" structure: County highway 408,  Year Built: 1954,  Status: Posted for load,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 272 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2037),  Design Load: H 15,  Features Intersected: TRIB. LITTLE OSAGE RIVER
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: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 18.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 541101005642,  Location: 3.0W 0.8N OF PRESCOTT (Lat: 38.078653,  Lng: -94.750278),  Route carried "on" structure: County highway ,  Year Built: 1930,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 20 (year 2006),  Average Future Daily Traffic: 25 (year 2037),  Design Load: H 15,  Features Intersected: TRIB. LITTLE OSAGE RIVER,  Facility Carried by Structure: LOCAL RD. 69A
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: 7.9m (25.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 24.3 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 541103005624,  Location: 2.0W 1.6N OF PRESCOTT (Lat: 38.090475,  Lng: -94.731975),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 20 (year 2006),  Average Future Daily Traffic: 30 (year 2037),  Features Intersected: TRIB TO LABERDIE CREEK,  Facility Carried by Structure: LOCAL RD. 67A2
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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 54110390568,  Location: 1.0S 1.1W OF PRESCOTT (Lat: 38.051806,  Lng: -94.714250),  Route carried "on" structure: County highway ,  Year Built: 1918,  Status: Posted for load,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 20 (year 2006),  Average Future Daily Traffic: 25 (year 2037),  Features Intersected: TRIB. LITTLE OSAGE RIVER,  Facility Carried by Structure: LOCAL RD. 73
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: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 26.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $200,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 54110520564,  Location: 1.0N 0.8W OF PRESCOTT (Lat: 38.080886,  Lng: -94.708606),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20 (year 2006),  Average Future Daily Traffic: 40 (year 2037),  Features Intersected: EAST LABERDIE CREEK,  Facility Carried by Structure: LOCAL RD. 67A1
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: Culvert,  Number Of Spans In Main Unit: 3,  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: Fair,  Culverts: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 541109005648,  Location: 1.0E 0.2N OF PRESCOTT (Lat: 38.069475,  Lng: -94.676797),  Route carried "on" structure: County highway ,  Year Built: 1967,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 20 (year 2006),  Average Future Daily Traffic: 25 (year 2037),  Features Intersected: INDIAN CREEK,  Facility Carried by Structure: LOCAL RD. 70
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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 54110980564,  Location: 1.0N 1.8E of Prescott (Lat: 38.080903,  Lng: -94.661281),  Route carried "on" structure: County highway ,  Year Built: 1999,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 40 (year 2006),  Average Future Daily Traffic: 50 (year 2037),  Design Load: H 20,  Features Intersected: Trib. to Indian Creek,  Facility Carried by Structure: Local Road 67AA
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: 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: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 541111005627,  Location: 1.5N 1.5E OF PRESCOTT (Lat: 38.085056,  Lng: -94.658492),  Route carried "on" structure: County highway 5413,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 30 (year 2006),  Average Future Daily Traffic: 35 (year 2037),  Features Intersected: TRIB. TO INDIAN CREEK,  Facility Carried by Structure: MINOR COL 67A
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: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022

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Structure Number: 54111180568,  Location: 1.0S 2.8E OF PRESCOTT (Lat: 38.051581,  Lng: -94.642144),  Route carried "on" structure: County highway ,  Year Built: 1960,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 20 (year 2006),  Average Future Daily Traffic: 30 (year 2037),  Features Intersected: TRIB. TO INDIAN CREEK,  Facility Carried by Structure: LOCAL RD. 74
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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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: January 2022

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Structure Number: 541113005668,  Location: 3.0E 0.8S OF PRESCOTT (Lat: 38.054394,  Lng: -94.640139),  Route carried "on" structure: County highway ,  Year Built: 1991,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 20 (year 2006),  Average Future Daily Traffic: 25 (year 2037),  Features Intersected: TRIB. TO INDIAN CREEK,  Facility Carried by Structure: LOCAL RD. 75
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: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 28.8 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  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: January 2022

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Structure Number: 999906900540011,  Location: 0.72 MI N K239 (Lat: 38.076389,  Lng: -94.712778),  Route carried "on" structure: ServiceCounty highway 862,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 49 (year 2020),  Average Future Daily Traffic: 4,251 (year 2041),  Design Load: H 20,  Features Intersected: EAST LABERDIE CREEK,  Facility Carried by Structure: ADJ FRONTAGE RD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.463,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999906900540331,  Location: 0.29 MI N OF BOURBON CL (Lat: 38.041389,  Lng: -94.707222),  Route carried "on" structure: ServiceCounty highway 21,  Year Built: 1985,  Status: Open,  Structure Length: 8.37m (27.46ft),  Average Daily Traffic: 49 (year 2020),  Average Future Daily Traffic: 4,034 (year 2041),  Design Load: HS 20,  Features Intersected: US69 HWY NB & SB,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 1.072,  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: 26.8m (87.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 27.45m (90.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  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: 999906900540341,  Location: JCT US69/K239 (Lat: 38.066111,  Lng: -94.710556),  Route carried "on" structure: US 69,  Year Built: 1984,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 2,641 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,924 (year 2041),  Design Load: HS 20,  Features Intersected: K239 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.235,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  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: 12.2m (40.0ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 999906900540461,  Location: JCT US-69/K-239 (Lat: 38.066111,  Lng: -94.710278),  Route carried "on" structure: US 69,  Year Built: 2005,  Status: Open,  Structure Length: 4.95m (16.24ft),  Average Daily Traffic: 2,641 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 3,773 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: K-239 HWY
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.235,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.25m (53.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999906900540611,  Location: 0.73 MI N K-239/US-69 (Lat: 38.076944,  Lng: -94.712222),  Route carried "on" structure: US 69,  Year Built: 2007,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,894 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 4,135 (year 2041),  Design Load: HS 20,  Features Intersected: EAST LABERDIE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 4.443,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 56.7m (186.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 56.7m (186.0ft),  Out-to-Out Width: 57.5m (188.6ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 10.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Superior 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: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 999906900540751,  Location: 1.7 MI S K-52 INTERCHANGE (Lat: 38.109722,  Lng: -94.713333),  Route carried "on" structure: County highway 5404,  Year Built: 2008,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 51 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,251 (year 2041),  Design Load: HL 93,  Features Intersected: US-69 HWY,  Facility Carried by Structure: E 600 ROAD
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 0.014,  Lanes on structure: 2,  Lanes under structure: 4,  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: 27.8m (91.2ft),  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,  Operating Rating: 52.8 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: 34.3 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 30.30m (99.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 999923900540281,  Location: 2.03 MI E US69 (Lat: 38.066111,  Lng: -94.675000),  Route carried "on" structure: State highway 239,  Year Built: 1966,  Status: Open,  Structure Length: 1.33m (4.36ft),  Average Daily Traffic: 705 (year 2020),  Truck Traffic: 21%,  Average Future Daily Traffic: 1,007 (year 2041),  Design Load: H 20,  Features Intersected: INDIAN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft),  Kilometerpoint: 3.378,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 999906900540331,  Location: 0.29 MI N OF BOURBON CL (Lat: 38.041389,  Lng: -94.707222),  Route carried "under" structure: US 69,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 2,641 (year 2020),  Truck Traffic: 22%,  Features Intersected: US69 HWY NB & SB,  Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.457,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 999906900540751,  Location: 1.7 MI S K-52 INTERCHANGE (Lat: 38.109722,  Lng: -94.713333),  Route carried "under" structure: US 69,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 2,894 (year 2020),  Truck Traffic: 21%,  Features Intersected: US-69 HWY,  Facility Carried by Structure: E 600 ROAD
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 8.092,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.8m (91.2ft)