Bridge Statistics for Longton, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 190ft / 57.7mTotal length
- $370,000Total costs
- 1,846Total average daily traffic
- 284Total average daily truck traffic
- 2,067Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Longton
- No street view available for this location
- New bridges - historical statistics
- 21940-1949
- 31950-1959
- 31960-1969
- 41970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Superstructure
- 27.3%Very good
- 45.5%Good
- 18.2%Satisfactory
- 9.1%Fair
- Bridge Condition - Substructure
- 18.2%Very good
- 54.5%Good
- 9.1%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 6.7%Very good
- 13.3%Good
- 46.7%Satisfactory
- 33.3%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Fair
- 25.0%Poor
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Structure Number: 25005, Location: 3.6S 1.0W OF LONGTON (Lat: 37.323736, Lng: -96.100614), Route carried "on" structure: County highway 98, Year Built: 1977, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 45 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 54 (year 2040), Design Load: H 20, Features Intersected: PAN CREEK, Facility Carried by Structure: Road 24A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 25005, Location: 3.6S 1.0W OF LONGTON (Lat: 37.323736, Lng: -96.100614), Route carried "on" structure: County highway 98, Year Built: 1977, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 45 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 54 (year 2040), Design Load: H 20, Features Intersected: PAN CREEK, Facility Carried by Structure: Road 24A
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 25006, Location: 1.5S 0.5W OF LONGTON (Lat: 37.358233, Lng: -96.091969), Route carried "on" structure: County highway 98, Year Built: 1956, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 65 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2040), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: Dove
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: 3.2m (10.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 25006, Location: 1.5S 0.5W OF LONGTON (Lat: 37.358233, Lng: -96.091969), Route carried "on" structure: County highway 98, Year Built: 1956, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 65 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 78 (year 2040), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: Dove
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: 3.2m (10.5ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 25007, Location: 1.1S OF LONGTON (Lat: 37.365408, Lng: -96.082269), Route carried "on" structure: County highway 98, Year Built: 1968, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 135 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 15, Features Intersected: ELK RIVER, Facility Carried by Structure: Road 145
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25007, Location: 1.1S OF LONGTON (Lat: 37.365408, Lng: -96.082269), Route carried "on" structure: County highway 98, Year Built: 1968, Status: Open, Structure Length: 9.60m (31.50ft), Average Daily Traffic: 135 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 15, Features Intersected: ELK RIVER, Facility Carried by Structure: Road 145
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 36.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 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 desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25008, Location: 0.5S OF LONGTON (Lat: 37.367722, Lng: -96.082258), Route carried "on" structure: County highway 98, Year Built: 1968, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 135 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 20, Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: Montgomery
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $110,000, Total Project Cost: $370,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 25008, Location: 0.5S OF LONGTON (Lat: 37.367722, Lng: -96.082258), Route carried "on" structure: County highway 98, Year Built: 1968, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 135 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 162 (year 2040), Design Load: H 20, Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: Montgomery
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $260,000, Roadway Improvement Cost: $110,000, Total Project Cost: $370,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 2501, Location: 3.0N 1.2E OF LONGTON (Lat: 37.423794, Lng: -96.057028), Route carried "on" structure: County highway 98, Year Built: 1963, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: PAINTERHOOD CREEK, Facility Carried by Structure: Hawk
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2501, Location: 3.0N 1.2E OF LONGTON (Lat: 37.423794, Lng: -96.057028), Route carried "on" structure: County highway 98, Year Built: 1963, Status: Open, Structure Length: 3.79m (12.43ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: PAINTERHOOD CREEK, Facility Carried by Structure: Hawk
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25055, Location: 1.0S 3.7E OF ELK FALLS (Lat: 37.358503, Lng: -96.123553), Route carried "on" structure: County highway 1624, Year Built: 1956, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 26 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2040), Design Load: H 20, Features Intersected: ELK RIVER, Facility Carried by Structure: Dove
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25055, Location: 1.0S 3.7E OF ELK FALLS (Lat: 37.358503, Lng: -96.123553), Route carried "on" structure: County highway 1624, Year Built: 1956, Status: Open, Structure Length: 7.33m (24.05ft), Average Daily Traffic: 26 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 31 (year 2040), Design Load: H 20, Features Intersected: ELK RIVER, Facility Carried by Structure: Dove
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250951506586, Location: 1.0N 2.0W OF LONGTON (Lat: 37.392419, Lng: -96.117550), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Design Load: H 20, Features Intersected: HITCHIN CREEK, Facility Carried by Structure: Fling
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250951506586, Location: 1.0N 2.0W OF LONGTON (Lat: 37.392419, Lng: -96.117550), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Design Load: H 20, Features Intersected: HITCHIN CREEK, Facility Carried by Structure: Fling
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 42.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.1 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 2509553067, Location: 4.3S 0.2W OF LONGTON (Lat: 37.314694, Lng: -96.086089), Route carried "on" structure: County highway 2506, Year Built: 1940, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: TRIB. TO PAN CREEK, Facility Carried by Structure: Angus
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2509553067, Location: 4.3S 0.2W OF LONGTON (Lat: 37.314694, Lng: -96.086089), Route carried "on" structure: County highway 2506, Year Built: 1940, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 5 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 6 (year 2040), Features Intersected: TRIB. TO PAN CREEK, Facility Carried by Structure: Angus
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250957806545, Location: 3.3N 1.3E OF LONGTON (Lat: 37.423586, Lng: -96.055364), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Design Load: H 20, Features Intersected: PAINTERHOOD CREEK, Facility Carried by Structure: Hawk
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250957806545, Location: 3.3N 1.3E OF LONGTON (Lat: 37.423586, Lng: -96.055364), Route carried "on" structure: County highway , Year Built: 1977, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Design Load: H 20, Features Intersected: PAINTERHOOD CREEK, Facility Carried by Structure: Hawk
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250959006661, Location: 2.4S 1.5E OF LONGTON (Lat: 37.341811, Lng: -96.054947), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: BLOODY RUN, Facility Carried by Structure: Road 27
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 250959006661, Location: 2.4S 1.5E OF LONGTON (Lat: 37.341811, Lng: -96.054947), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Features Intersected: BLOODY RUN, Facility Carried by Structure: Road 27
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.6m (8.5ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 250959106567, Location: 1.2N 1.3E OF LONGTON (Lat: 37.405267, Lng: -96.050986), Route carried "on" structure: County highway 2514, Year Built: 1977, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Design Load: H 20, Features Intersected: PAINTERHOOD CREEK, Facility Carried by Structure: Grain
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 250959106567, Location: 1.2N 1.3E OF LONGTON (Lat: 37.405267, Lng: -96.050986), Route carried "on" structure: County highway 2514, Year Built: 1977, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 18 (year 2040), Design Load: H 20, Features Intersected: PAINTERHOOD CREEK, Facility Carried by Structure: Grain
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 25095910662, Location: 0.3S 1.6E OF LONGTON (Lat: 37.372283, Lng: -96.053017), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 12 (year 2040), Design Load: H 20, Features Intersected: ELK RIVER, Facility Carried by Structure: Road 27
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 25095910662, Location: 0.3S 1.6E OF LONGTON (Lat: 37.372283, Lng: -96.053017), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 10 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 12 (year 2040), Design Load: H 20, Features Intersected: ELK RIVER, Facility Carried by Structure: Road 27
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 250959606625, Location: 0.8S 2.2E OF LONGTON (Lat: 37.365506, Lng: -96.041897), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 16 (year 2040), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: Road 27
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: 3.4m (11.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: July 2020
Structure Number: 250959606625, Location: 0.8S 2.2E OF LONGTON (Lat: 37.365506, Lng: -96.041897), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 15 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 16 (year 2040), Features Intersected: TRIB. TO ELK RIVER, Facility Carried by Structure: Road 27
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: 3.4m (11.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: July 2020
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Structure Number: 999916000250251, Location: 13.86 MI E EJCT K99 (Lat: 37.382222, Lng: -96.046667), Route carried "on" structure: US 160, Year Built: 1990, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 603 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 653 (year 2041), Design Load: HS 20, Features Intersected: PAINTERHOOD CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.313, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Better than present minimum criteria, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999916000250251, Location: 13.86 MI E EJCT K99 (Lat: 37.382222, Lng: -96.046667), Route carried "on" structure: US 160, Year Built: 1990, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 603 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 653 (year 2041), Design Load: HS 20, Features Intersected: PAINTERHOOD CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 45.313, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Better than present minimum criteria, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999916000250381, Location: 12.64 MI E EJCT K99 (Lat: 37.382500, Lng: -96.071667), Route carried "on" structure: US 160, Year Built: 2005, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 647 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 701 (year 2041), Design Load: HL 93, Features Intersected: HITCHEN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 43.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.62m (80.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999916000250381, Location: 12.64 MI E EJCT K99 (Lat: 37.382500, Lng: -96.071667), Route carried "on" structure: US 160, Year Built: 2005, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 647 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 701 (year 2041), Design Load: HL 93, Features Intersected: HITCHEN CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 43.103, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 24.62m (80.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing