Bridge Statistics for Scottsville, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 33ft / 10.3mTotal length
- $555,000Total costs
- 1,271Total average daily traffic
- 165Total average daily truck traffic
- 1,553Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Scottsville
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11930-1939
- 21940-1949
- 21950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 62.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Substructure
- 37.5%Good
- 25.0%Satisfactory
- 37.5%Fair
- Bridge Condition - Channel
- 10.0%Good
- 70.0%Satisfactory
- 20.0%Fair
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Structure Number: 15048, Location: 3.2W 4.0S OF JAMESTOWN (Lat: 39.539208, Lng: -97.914614), Route carried "on" structure: County highway 1336, Year Built: 1945, Status: Posted for load, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 46 (year 2019), Average Future Daily Traffic: 75 (year 2043), Design Load: H 15, Features Intersected: CHEYENNE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 10.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $40,000, Total Project Cost: $225,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 15048, Location: 3.2W 4.0S OF JAMESTOWN (Lat: 39.539208, Lng: -97.914614), Route carried "on" structure: County highway 1336, Year Built: 1945, Status: Posted for load, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 46 (year 2019), Average Future Daily Traffic: 75 (year 2043), Design Load: H 15, Features Intersected: CHEYENNE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 10.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $40,000, Total Project Cost: $225,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 62061, Location: 2.4W OF SCOTTSVILLE (Lat: 39.539250, Lng: -98.002806), Route carried "on" structure: County highway 1862, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 170 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 180 (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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 62061, Location: 2.4W OF SCOTTSVILLE (Lat: 39.539250, Lng: -98.002806), Route carried "on" structure: County highway 1862, Year Built: 1964, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 170 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 180 (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: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.3 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1507594036, Location: 2.5S 2.6W OF JAMESTOWN (Lat: 39.566861, Lng: -97.906619), Route carried "on" structure: County highway 1518, Year Built: 1955, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2043), Design Load: H 15, Features Intersected: CHEYENNE CREEK, Facility Carried by Structure: MINOR COL. (5529)
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 9.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $40,000, Total Project Cost: $225,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1507594036, Location: 2.5S 2.6W OF JAMESTOWN (Lat: 39.566861, Lng: -97.906619), Route carried "on" structure: County highway 1518, Year Built: 1955, Year Reconstructed: 1979, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 60 (year 2019), Average Future Daily Traffic: 60 (year 2043), Design Load: H 15, Features Intersected: CHEYENNE CREEK, Facility Carried by Structure: MINOR COL. (5529)
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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 9.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $40,000, Total Project Cost: $225,000 ( Estimate for 2019), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 62074930366, Location: 2.8W 1.0S OF SCOTTSVILLE (Lat: 39.524722, Lng: -97.999444), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Design Load: H 15, Features Intersected: WEST ASHER CREEK, Facility Carried by Structure: LOCAL RD. D3a
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 62074930366, Location: 2.8W 1.0S OF SCOTTSVILLE (Lat: 39.524722, Lng: -97.999444), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Design Load: H 15, Features Intersected: WEST ASHER CREEK, Facility Carried by Structure: LOCAL RD. D3a
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 62074940368, Location: 2.0N 2.4E OF GILBERT (Lat: 39.510000, Lng: -97.995556), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2002), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: WEST ASHER CREEK, Facility Carried by Structure: LOCAL RD. E4a
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 62074940368, Location: 2.0N 2.4E OF GILBERT (Lat: 39.510000, Lng: -97.995556), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 20 (year 2002), Average Future Daily Traffic: 20 (year 2041), Design Load: H 20, Features Intersected: WEST ASHER CREEK, Facility Carried by Structure: LOCAL RD. E4a
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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 6207534037, Location: 3.3S OF SCOTTSVILLE (Lat: 39.495000, Lng: -97.959167), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Features Intersected: EAST ASHER CREEK, Facility Carried by Structure: LOCAL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 6207534037, Location: 3.3S OF SCOTTSVILLE (Lat: 39.495000, Lng: -97.959167), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Features Intersected: EAST ASHER CREEK, Facility Carried by Structure: LOCAL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.6 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 62075360366, Location: 1.0S OF SCOTTSVILLE (Lat: 39.524444, Lng: -97.954444), Route carried "on" structure: County highway , Year Built: 1946, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Features Intersected: EAST ASHER CREEK, Facility Carried by Structure: LOCAL RD. D6c
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $48,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 62075360366, Location: 1.0S OF SCOTTSVILLE (Lat: 39.524444, Lng: -97.954444), Route carried "on" structure: County highway , Year Built: 1946, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Features Intersected: EAST ASHER CREEK, Facility Carried by Structure: LOCAL RD. D6c
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: No rating analysis performed, Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $32,000, Roadway Improvement Cost: $3,000, Total Project Cost: $48,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 62075370368, Location: 2.0S OF SCOTTSVILLE (Lat: 39.509722, Lng: -97.918333), Route carried "on" structure: County highway , Year Built: 1928, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Features Intersected: EAST ASHER CREEK, Facility Carried by Structure: LOCAL RD. E7c
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 3.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $4,000, Total Project Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 62075370368, Location: 2.0S OF SCOTTSVILLE (Lat: 39.509722, Lng: -97.918333), Route carried "on" structure: County highway , Year Built: 1928, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Features Intersected: EAST ASHER CREEK, Facility Carried by Structure: LOCAL RD. E7c
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 3.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $38,000, Roadway Improvement Cost: $4,000, Total Project Cost: $57,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 6207553036, Location: 0.3E 1.7N OF SCOTTSVILLE (Lat: 39.566944, Lng: -97.941944), Route carried "on" structure: County highway 6218, Year Built: 1921, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: MINOR COL A3d
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6207553036, Location: 0.3E 1.7N OF SCOTTSVILLE (Lat: 39.566944, Lng: -97.941944), Route carried "on" structure: County highway 6218, Year Built: 1921, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 30 (year 2002), Average Future Daily Traffic: 30 (year 2041), Features Intersected: LITTLE CHEYENNE CREEK, Facility Carried by Structure: MINOR COL A3d
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 5.6m (18.4ft), Out-to-Out Width: 6.0m (19.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 10.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999900900620241, Location: 7.68 MI E US24 (Lat: 39.480833, Lng: -97.960833), Route carried "on" structure: State highway 9, Year Built: 1933, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 825 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,068 (year 2041), Design Load: H 15, Features Intersected: EAST ASHER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 46.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.40m (14.44ft), 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: 999900900620241, Location: 7.68 MI E US24 (Lat: 39.480833, Lng: -97.960833), Route carried "on" structure: State highway 9, Year Built: 1933, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 825 (year 2020), Truck Traffic: 18%, Average Future Daily Traffic: 1,068 (year 2041), Design Load: H 15, Features Intersected: EAST ASHER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 46.806, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous