Bridge Statistics for McLouth, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 69ft / 20.5mTotal length
- $1,070,000Total costs
- 13,512Total average daily traffic
- 333Total average daily truck traffic
- 21,200Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for McLouth
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 31930-1939
- 11940-1949
- 11950-1959
- 11970-1979
- 51980-1989
- 11990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Good
- 85.7%Satisfactory
- Bridge Condition - Superstructure
- 14.3%Very good
- 57.1%Good
- 28.6%Satisfactory
- Bridge Condition - Substructure
- 14.3%Very good
- 42.9%Good
- 28.6%Satisfactory
- 14.3%Fair
- Bridge Condition - Channel
- 5.6%Very good
- 27.8%Good
- 33.3%Satisfactory
- 27.8%Fair
- 5.6%Poor
- Bridge Condition - Culverts
- 18.2%Very good
- 36.4%Good
- 27.3%Satisfactory
- 9.1%Fair
- 9.1%Poor
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Structure Number: 44001, Location: 2.5W 1.0N OF MCLOUTH (Lat: 39.210822, Lng: -95.254633), Route carried "on" structure: County highway 217, Year Built: 1947, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 605 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2040), Design Load: H 20, Features Intersected: Big Slough Creek, Facility Carried by Structure: Wellman 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 14.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 44001, Location: 2.5W 1.0N OF MCLOUTH (Lat: 39.210822, Lng: -95.254633), Route carried "on" structure: County highway 217, Year Built: 1947, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 605 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2040), Design Load: H 20, Features Intersected: Big Slough Creek, Facility Carried by Structure: Wellman 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, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 14.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 440025, Location: 1.9S OF MCLOUTH (Lat: 39.166667, Lng: -95.208333), Route carried "on" structure: County highway 1281, Year Built: 1953, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 195 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 262 (year 2040), Design Load: H 15, Features Intersected: Nine Mile Creek, Facility Carried by Structure: Union 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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 440025, Location: 1.9S OF MCLOUTH (Lat: 39.166667, Lng: -95.208333), Route carried "on" structure: County highway 1281, Year Built: 1953, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 195 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 262 (year 2040), Design Load: H 15, Features Intersected: Nine Mile Creek, Facility Carried by Structure: Union 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: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 440046, Location: 1.7W 3.5S OF MCLOUTH (Lat: 39.143717, Lng: -95.239725), Route carried "on" structure: County highway 1281, Year Built: 1983, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 195 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 262 (year 2040), Design Load: H 20, Features Intersected: Lake Dabanawa, Facility Carried by Structure: 54th
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: 13.7m (44.9ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 440046, Location: 1.7W 3.5S OF MCLOUTH (Lat: 39.143717, Lng: -95.239725), Route carried "on" structure: County highway 1281, Year Built: 1983, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 195 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 262 (year 2040), Design Load: H 20, Features Intersected: Lake Dabanawa, Facility Carried by Structure: 54th
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: 13.7m (44.9ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 87042, Location: Meridian, 0.01 N of 93rdN (Lat: 37.855792, Lng: -97.372011), Route carried "on" structure: County highway 1762, Year Built: 2010, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,379 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,673 (year 2038), Design Load: HS 20, Features Intersected: TRIB. TO CHISHOLM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 87042, Location: Meridian, 0.01 N of 93rdN (Lat: 37.855792, Lng: -97.372011), Route carried "on" structure: County highway 1762, Year Built: 2010, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,379 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 1,673 (year 2038), Design Load: HS 20, Features Intersected: TRIB. TO CHISHOLM CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 23.8m (78.1ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 87091, Location: 3.0E OF WICHITA (Lat: 37.694039, Lng: -97.169561), Route carried "on" structure: County highway 2055, Year Built: 2003, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 9,190 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,000 (year 2038), Features Intersected: TRIB. TO FOUR MILE CREEK, Facility Carried by Structure: FAU 6400
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 87091, Location: 3.0E OF WICHITA (Lat: 37.694039, Lng: -97.169561), Route carried "on" structure: County highway 2055, Year Built: 2003, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 9,190 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 16,000 (year 2038), Features Intersected: TRIB. TO FOUR MILE CREEK, Facility Carried by Structure: FAU 6400
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 441045504045, Location: 3.0N 1.0W OF MCLOUTH (Lat: 39.238047, Lng: -95.226861), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 30 (year 2040), Features Intersected: Prairie Creek, Facility Carried by Structure: 106th
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 441045504045, Location: 3.0N 1.0W OF MCLOUTH (Lat: 39.238047, Lng: -95.226861), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 30 (year 2040), Features Intersected: Prairie Creek, Facility Carried by Structure: 106th
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 441045904125, Location: 1.0S 0.6W OF MCLOUTH (Lat: 39.179753, Lng: -95.218733), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: Nine Mile Creek, Facility Carried by Structure: 74th
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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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: November 2020
Structure Number: 441045904125, Location: 1.0S 0.6W OF MCLOUTH (Lat: 39.179753, Lng: -95.218733), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 30 (year 2020), Average Future Daily Traffic: 40 (year 2040), Design Load: HS 20, Features Intersected: Nine Mile Creek, Facility Carried by Structure: 74th
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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.6 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: November 2020
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Structure Number: 441047204045, Location: 3.0N 0.3W OF MCLOUTH (Lat: 39.238075, Lng: -95.213647), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 30 (year 2040), Features Intersected: trib. Prairie Creek, Facility Carried by Structure: 106th
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: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 441047204045, Location: 3.0N 0.3W OF MCLOUTH (Lat: 39.238075, Lng: -95.213647), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 25 (year 2020), Average Future Daily Traffic: 30 (year 2040), Features Intersected: trib. Prairie Creek, Facility Carried by Structure: 106th
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: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 20.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 44104780418, Location: 3.5S 0.3E OF MCLOUTH (Lat: 39.143306, Lng: -95.203492), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1975, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 25 (year 2040), Features Intersected: trib. Nine Mile Creek, Facility Carried by Structure: 54th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $100,000, Total Project Cost: $290,000 ( Estimate for 2016), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 44104780418, Location: 3.5S 0.3E OF MCLOUTH (Lat: 39.143306, Lng: -95.203492), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1975, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 25 (year 2040), Features Intersected: trib. Nine Mile Creek, Facility Carried by Structure: 54th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $100,000, Total Project Cost: $290,000 ( Estimate for 2016), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 441049304045, Location: 3.0N 0.8E OF MCLOUTH (Lat: 39.237997, Lng: -95.193333), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 25 (year 2040), Features Intersected: trib. Fall Creek, Facility Carried by Structure: 106th
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: 4, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.2 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: November 2020
Structure Number: 441049304045, Location: 3.0N 0.8E OF MCLOUTH (Lat: 39.237997, Lng: -95.193333), Route carried "on" structure: County highway , Year Built: 1983, Status: Posted for load, Structure Length: 1.56m (5.12ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 25 (year 2040), Features Intersected: trib. Fall Creek, Facility Carried by Structure: 106th
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: 4, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 30.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.2 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: November 2020
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Structure Number: 441049304148, Location: 2.3S 0.8E OF MCLOUTH (Lat: 39.158144, Lng: -95.194233), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 25 (year 2040), Features Intersected: trib. Nine Mile Creek, Facility Carried by Structure: Wildhorse 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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), Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $100,000, Total Project Cost: $430,000 ( Estimate for 2016), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 441049304148, Location: 2.3S 0.8E OF MCLOUTH (Lat: 39.158144, Lng: -95.194233), Route carried "on" structure: County highway , Year Built: 1975, Status: Posted for load, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 20 (year 2020), Average Future Daily Traffic: 25 (year 2040), Features Intersected: trib. Nine Mile Creek, Facility Carried by Structure: Wildhorse 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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), Length Of Structure Improvement: 3.04m (9.97ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $100,000, Total Project Cost: $430,000 ( Estimate for 2016), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 521051004181, Location: 6.0W 4.1S OF JARBALO (Lat: 39.142250, Lng: -95.180347), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 44 (year 2038), Features Intersected: TRIB. TO NINE MILE CK., Facility Carried by Structure: T-21 259TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 521051004181, Location: 6.0W 4.1S OF JARBALO (Lat: 39.142250, Lng: -95.180347), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 40 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 44 (year 2038), Features Intersected: TRIB. TO NINE MILE CK., Facility Carried by Structure: T-21 259TH STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 521053004128, Location: 5.0W 1.8S OF JARBALO (Lat: 39.175100, Lng: -95.161783), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 139 (year 2038), Features Intersected: TRIB. TO TONGANOXIE CK., Facility Carried by Structure: T-12 251ST STREET
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: 8.9m (29.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 521053004128, Location: 5.0W 1.8S OF JARBALO (Lat: 39.175100, Lng: -95.161783), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 139 (year 2038), Features Intersected: TRIB. TO TONGANOXIE CK., Facility Carried by Structure: T-12 251ST STREET
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: 8.9m (29.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 521053804065, Location: 1.2W 2.5S OF SPRINGDALE (Lat: 39.223508, Lng: -95.147036), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 53 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 99 (year 2038), Design Load: H 20, Features Intersected: TRIB. TO FALL CREEK, Facility Carried by Structure: A-24 Ragtown Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 521053804065, Location: 1.2W 2.5S OF SPRINGDALE (Lat: 39.223508, Lng: -95.147036), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 53 (year 2013), Truck Traffic: 16%, Average Future Daily Traffic: 99 (year 2038), Design Load: H 20, Features Intersected: TRIB. TO FALL CREEK, Facility Carried by Structure: A-24 Ragtown Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 45.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 870779006141, Location: 327thW, 0.9 N of 13thN (Lat: 37.720219, Lng: -97.716861), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 65 (year 2018), Average Future Daily Traffic: 100 (year 2038), Features Intersected: SPRING CREEK, Facility Carried by Structure: 327th N
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 870779006141, Location: 327thW, 0.9 N of 13thN (Lat: 37.720219, Lng: -97.716861), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 65 (year 2018), Average Future Daily Traffic: 100 (year 2038), Features Intersected: SPRING CREEK, Facility Carried by Structure: 327th N
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $50,000, Total Project Cost: $350,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 870791005881, Location: 231stW, 0.9 N of 117thN (Lat: 37.912169, Lng: -97.627097), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 60 (year 2038), Design Load: HS 20, Features Intersected: MAIN DITCH, Facility Carried by Structure: 231st N LOCAL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 870791005881, Location: 231stW, 0.9 N of 117thN (Lat: 37.912169, Lng: -97.627097), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.32m (4.33ft), Average Daily Traffic: 40 (year 2018), Average Future Daily Traffic: 60 (year 2038), Design Load: HS 20, Features Intersected: MAIN DITCH, Facility Carried by Structure: 231st N LOCAL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.5m (14.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Very good, Culverts: Very good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999909200440281, Location: 4.06 MI N EJCT K16 (Lat: 39.252778, Lng: -95.208056), Route carried "on" structure: State highway 92, Year Built: 1934, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 755 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 868 (year 2041), Design Load: H 15, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 38.067, Lanes on structure: 2, Owner: State 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: 3.7m (12.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999909200440281, Location: 4.06 MI N EJCT K16 (Lat: 39.252778, Lng: -95.208056), Route carried "on" structure: State highway 92, Year Built: 1934, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 755 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 868 (year 2041), Design Load: H 15, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 38.067, Lanes on structure: 2, Owner: State 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: 3.7m (12.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 49.0 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999909200440551, Location: 4.95 MI N EJCT K16/K92 (Lat: 39.259722, Lng: -95.199167), Route carried "on" structure: State highway 92, Year Built: 2005, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 755 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 868 (year 2041), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.500, Lanes on structure: 2, Owner: State 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: 14.0m (45.9ft), 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, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999909200440551, Location: 4.95 MI N EJCT K16/K92 (Lat: 39.259722, Lng: -95.199167), Route carried "on" structure: State highway 92, Year Built: 2005, Status: Open, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 755 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 868 (year 2041), Design Load: HS 20, Features Intersected: PRAIRIE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 39.500, Lanes on structure: 2, Owner: State 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: 14.0m (45.9ft), 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, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 11.73m (38.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing