Bridge Statistics for Douglass, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 266ft / 80.9mTotal length
- $2,256,000Total costs
- 20,796Total average daily traffic
- 2,759Total average daily truck traffic
- 27,114Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Douglass
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 31910-1919
- 21930-1939
- 21940-1949
- 31960-1969
- 31970-1979
- 41980-1989
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 8.3%Very good
- 33.3%Good
- 25.0%Satisfactory
- 33.3%Fair
- Bridge Condition - Superstructure
- 33.3%Good
- 41.7%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 41.7%Good
- 16.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Channel
- 27.3%Good
- 36.4%Satisfactory
- 36.4%Fair
- Bridge Condition - Culverts
- 30.0%Very good
- 30.0%Good
- 40.0%Satisfactory
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Structure Number: 8073, Location: 2.3W OF DOUGLASS (Lat: 37.519453, Lng: -97.048658), Route carried "on" structure: County highway 89, Year Built: 1971, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 3,060 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,228 (year 2040), Design Load: HS 15, Features Intersected: EIGHT MILE CRK., Facility Carried by Structure: SW 210th
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 8073, Location: 2.3W OF DOUGLASS (Lat: 37.519453, Lng: -97.048658), Route carried "on" structure: County highway 89, Year Built: 1971, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 3,060 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,228 (year 2040), Design Load: HS 15, Features Intersected: EIGHT MILE CRK., Facility Carried by Structure: SW 210th
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than 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: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 8074, Location: 1.4W OF DOUGLASS (Lat: 37.519506, Lng: -97.033386), Route carried "on" structure: County highway 89, Year Built: 1964, Year Reconstructed: 2008, Status: Open, Structure Length: 17.18m (56.36ft), Average Daily Traffic: 3,060 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,228 (year 2040), Design Load: H 20, Features Intersected: WALNUT RIVER, Facility Carried by Structure: SW 210th
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 8074, Location: 1.4W OF DOUGLASS (Lat: 37.519506, Lng: -97.033386), Route carried "on" structure: County highway 89, Year Built: 1964, Year Reconstructed: 2008, Status: Open, Structure Length: 17.18m (56.36ft), Average Daily Traffic: 3,060 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,228 (year 2040), Design Load: H 20, Features Intersected: WALNUT RIVER, Facility Carried by Structure: SW 210th
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 10031, Location: 1.0W 3.3S OF HALE (Lat: 37.189003, Lng: -96.073136), Route carried "on" structure: County highway 808, Year Built: 1988, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 54 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 65 (year 2041), Design Load: H 20, Features Intersected: STREAM
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 10031, Location: 1.0W 3.3S OF HALE (Lat: 37.189003, Lng: -96.073136), Route carried "on" structure: County highway 808, Year Built: 1988, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 54 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 65 (year 2041), Design Load: H 20, Features Intersected: STREAM
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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 10032, Location: 1.0W 2.5S OF HALE (Lat: 37.198508, Lng: -96.073314), Route carried "on" structure: County highway 808, Year Built: 1968, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 54 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 65 (year 2041), Design Load: H 20, Features Intersected: FLY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
Structure Number: 10032, Location: 1.0W 2.5S OF HALE (Lat: 37.198508, Lng: -96.073314), Route carried "on" structure: County highway 808, Year Built: 1968, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 54 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 65 (year 2041), Design Load: H 20, Features Intersected: FLY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022
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Structure Number: 10033, Location: 1.6N OF HALE (Lat: 37.258017, Lng: -96.046875), Route carried "on" structure: County highway 808, Year Built: 1948, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 80 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 95 (year 2041), Features Intersected: STREAM
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 10033, Location: 1.6N OF HALE (Lat: 37.258017, Lng: -96.046875), Route carried "on" structure: County highway 808, Year Built: 1948, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 80 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 95 (year 2041), Features Intersected: STREAM
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, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 29.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.6 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 10105, Location: 0.1S 1.0W OF HANOVER (Lat: 39.891728, Lng: -96.889544), Route carried "on" structure: County highway 1100, Year Built: 1985, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 240 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 288 (year 2039), Design Load: HS 20+Mod, Features Intersected: LITTLE BLUE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10105, Location: 0.1S 1.0W OF HANOVER (Lat: 39.891728, Lng: -96.889544), Route carried "on" structure: County highway 1100, Year Built: 1985, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 240 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 288 (year 2039), Design Load: HS 20+Mod, Features Intersected: LITTLE BLUE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 80851006387, Location: 3.0W 1.3N OF DOUGLASS (Lat: 37.537783, Lng: -97.062078), Route carried "on" structure: County highway , Year Built: 1936, Status: Posted for load, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 100 (year 2040), Features Intersected: EIGHT MILE CREEK, Facility Carried by Structure: SW Tawakoni Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 15.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $35,000, Total Project Cost: $302,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80851006387, Location: 3.0W 1.3N OF DOUGLASS (Lat: 37.537783, Lng: -97.062078), Route carried "on" structure: County highway , Year Built: 1936, Status: Posted for load, Structure Length: 1.67m (5.48ft), Average Daily Traffic: 100 (year 2021), Average Future Daily Traffic: 100 (year 2040), Features Intersected: EIGHT MILE CREEK, Facility Carried by Structure: SW Tawakoni Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 15.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $35,000, Total Project Cost: $302,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 80851006449, Location: 3.0W 1.9S OF DOUGLASS (Lat: 37.490817, Lng: -97.062353), Route carried "on" structure: County highway 807, Year Built: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: SW Tawakoni Rd
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 80851006449, Location: 3.0W 1.9S OF DOUGLASS (Lat: 37.490817, Lng: -97.062353), Route carried "on" structure: County highway 807, Year Built: 1961, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2040), Design Load: H 15, Features Intersected: SMALL STREAM, Facility Carried by Structure: SW Tawakoni Rd
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 8085110646, Location: 2.9W 2.0S OF DOUGLASS (Lat: 37.490294, Lng: -97.061789), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2040), Design Load: H 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: SW 230th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 8085110646, Location: 2.9W 2.0S OF DOUGLASS (Lat: 37.490294, Lng: -97.061789), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 35 (year 2021), Average Future Daily Traffic: 35 (year 2040), Design Load: H 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: SW 230th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 8085320646, Location: 1.8W 2.0S OF DOUGLASS (Lat: 37.490364, Lng: -97.041750), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2040), Features Intersected: EIGHT MILE CREEK, Facility Carried by Structure: SW 230th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8085320646, Location: 1.8W 2.0S OF DOUGLASS (Lat: 37.490364, Lng: -97.041750), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2040), Features Intersected: EIGHT MILE CREEK, Facility Carried by Structure: SW 230th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 35.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80855006343, Location: 2.0W 1.0S OF GORDON (Lat: 37.570689, Lng: -97.026861), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: SW Diamond 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 80855006343, Location: 2.0W 1.0S OF GORDON (Lat: 37.570689, Lng: -97.026861), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: SMALL STREAM, Facility Carried by Structure: SW Diamond 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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 40.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 80855306461, Location: 0.7W 2.0S OF DOUGLASS (Lat: 37.489000, Lng: -97.019997), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 75 (year 2040), Features Intersected: WALNUT RIVER, Facility Carried by Structure: SW 230th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 6.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $90,000, Total Project Cost: $999,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 80855306461, Location: 0.7W 2.0S OF DOUGLASS (Lat: 37.489000, Lng: -97.019997), Route carried "on" structure: County highway , Year Built: 1900, Status: Posted for load, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 75 (year 2019), Average Future Daily Traffic: 75 (year 2040), Features Intersected: WALNUT RIVER, Facility Carried by Structure: SW 230th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 6.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of replacement, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.71m (25.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $610,000, Roadway Improvement Cost: $90,000, Total Project Cost: $999,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 8085910646, Location: 1.0E 2.0S OF DOUGLASS (Lat: 37.490364, Lng: -96.989461), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 5 (year 2040), Features Intersected: MUDDY CREEK, Facility Carried by Structure: SW 230th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $70,000, Total Project Cost: $450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8085910646, Location: 1.0E 2.0S OF DOUGLASS (Lat: 37.490364, Lng: -96.989461), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 5 (year 2040), Features Intersected: MUDDY CREEK, Facility Carried by Structure: SW 230th
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $225,000, Roadway Improvement Cost: $70,000, Total Project Cost: $450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 80859806425, Location: 2.0E 0.5S OF DOUGLASS (Lat: 37.512089, Lng: -96.976233), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2040), Features Intersected: MUDDY CREEK, Facility Carried by Structure: SW 215th
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: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 11.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $8,000, Total Project Cost: $125,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 80859806425, Location: 2.0E 0.5S OF DOUGLASS (Lat: 37.512089, Lng: -96.976233), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1978, Status: Posted for load, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2040), Features Intersected: MUDDY CREEK, Facility Carried by Structure: SW 215th
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: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 11.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $83,000, Roadway Improvement Cost: $8,000, Total Project Cost: $125,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 8086110636, Location: 1.0E 1.8S OF GORDON (Lat: 37.563089, Lng: -96.971450), Route carried "on" structure: County highway , Year Built: 1914, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2040), Features Intersected: LITTLE WALNUT RIVER, Facility Carried by Structure: SW 180th
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $40,000, Total Project Cost: $380,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 8086110636, Location: 1.0E 1.8S OF GORDON (Lat: 37.563089, Lng: -96.971450), Route carried "on" structure: County highway , Year Built: 1914, Status: Posted for load, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 50 (year 2019), Average Future Daily Traffic: 50 (year 2040), Features Intersected: LITTLE WALNUT RIVER, Facility Carried by Structure: SW 180th
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: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.11m (10.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $195,000, Roadway Improvement Cost: $40,000, Total Project Cost: $380,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 808633064, Location: 3.2E 1.0N OF DOUGLASS (Lat: 37.534025, Lng: -96.951172), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Features Intersected: MUDDY CREEK, Facility Carried by Structure: SW 200th St
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.9 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 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 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 808633064, Location: 3.2E 1.0N OF DOUGLASS (Lat: 37.534025, Lng: -96.951172), Route carried "on" structure: County highway , Year Built: 1900, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 50 (year 2021), Average Future Daily Traffic: 50 (year 2040), Features Intersected: MUDDY CREEK, Facility Carried by Structure: SW 200th St
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 31.9 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 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 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 1808533065, Location: 1.5N 1.7W OF ROCK (Lat: 37.462633, Lng: -97.039014), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 15 (year 2042), Features Intersected: EIGHT MILE CREEK, Facility Carried by Structure: 12th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 1808533065, Location: 1.5N 1.7W OF ROCK (Lat: 37.462633, Lng: -97.039014), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 10 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 15 (year 2042), Features Intersected: EIGHT MILE CREEK, Facility Carried by Structure: 12th RD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999907700080301, Location: 4.94 MI N COWLEY COLN (Lat: 37.544722, Lng: -96.991667), Route carried "on" structure: US 77, Year Built: 1949, Year Reconstructed: 2003, Status: Open, Structure Length: 11.81m (38.75ft), Average Daily Traffic: 2,868 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,098 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.942, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 38.75m (127.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907700080301, Location: 4.94 MI N COWLEY COLN (Lat: 37.544722, Lng: -96.991667), Route carried "on" structure: US 77, Year Built: 1949, Year Reconstructed: 2003, Status: Open, Structure Length: 11.81m (38.75ft), Average Daily Traffic: 2,868 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,098 (year 2041), Design Load: H 20, Features Intersected: LITTLE WALNUT RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.942, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 41.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 38.75m (127.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999907700081731, Location: 1.87 MI N COWLEY COLN (Lat: 37.502500, Lng: -97.007778), Route carried "on" structure: US 77, Year Built: 2004, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,567 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,668 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WALNUT DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.000, Lanes on structure: 2, Base Highway Network: Yes, 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: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 45.0m (147.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907700081731, Location: 1.87 MI N COWLEY COLN (Lat: 37.502500, Lng: -97.007778), Route carried "on" structure: US 77, Year Built: 2004, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 2,567 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,668 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WALNUT DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.000, Lanes on structure: 2, Base Highway Network: Yes, 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: 2, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 45.0m (147.6ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 70.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.06m (6.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999907700081741, Location: 3.32 MI N COWLEY COLN (Lat: 37.522778, Lng: -97.001944), Route carried "on" structure: US 77, Year Built: 2004, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 2,868 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,098 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WALNUT DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.332, Lanes on structure: 3, 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: 4, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907700081741, Location: 3.32 MI N COWLEY COLN (Lat: 37.522778, Lng: -97.001944), Route carried "on" structure: US 77, Year Built: 2004, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 2,868 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,098 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WALNUT DRG
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.332, Lanes on structure: 3, 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: 4, Length of Maximum Span: 3.1m (10.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 28.0m (91.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907700081751, Location: 4.58 MI N COWLEY COLN (Lat: 37.540556, Lng: -96.994444), Route carried "on" structure: US 77, Year Built: 2004, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,868 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,098 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WALNUT RIVER DRA
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.361, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, 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: 13.4m (44.0ft), Out-to-Out Width: 38.0m (124.7ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907700081751, Location: 4.58 MI N COWLEY COLN (Lat: 37.540556, Lng: -96.994444), Route carried "on" structure: US 77, Year Built: 2004, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 2,868 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 4,098 (year 2041), Design Load: HS 20, Features Intersected: LITTLE WALNUT RIVER DRA
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 7.361, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, 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: 13.4m (44.0ft), Out-to-Out Width: 38.0m (124.7ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.47m (8.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907700180761, Location: 5.35 MI N OF K-15 NJCT (Lat: 37.466667, Lng: -97.007778), Route carried "on" structure: US 77, Year Built: 1983, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 2,567 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,668 (year 2041), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 55.258, Lanes on structure: 2, Base Highway Network: Yes, 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: 20.7m (67.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 20.45m (67.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907700180761, Location: 5.35 MI N OF K-15 NJCT (Lat: 37.466667, Lng: -97.007778), Route carried "on" structure: US 77, Year Built: 1983, Status: Open, Structure Length: 6.23m (20.44ft), Average Daily Traffic: 2,567 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,668 (year 2041), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 55.258, Lanes on structure: 2, Base Highway Network: Yes, 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: 20.7m (67.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 20.45m (67.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete