Bridge Statistics for Galena, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 243ft / 73.6mTotal length
- $2,248,000Total costs
- 7,216Total average daily traffic
- 708Total average daily truck traffic
- 8,562Total future (year 2041) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Galena
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 11950-1959
- 21960-1969
- 11970-1979
- 21980-1989
- 21990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 14.3%Very good
- 28.6%Good
- 14.3%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 28.6%Very good
- 14.3%Good
- 57.1%Satisfactory
- Bridge Condition - Substructure
- 42.9%Good
- 57.1%Satisfactory
- Bridge Condition - Channel
- 33.3%Good
- 58.3%Satisfactory
- 8.3%Poor
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Poor
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Structure Number: 11019, Location: 2.7S 4.3E OF CRESTLINE (Lat: 37.126667, Lng: -94.623333), Route carried "on" structure: County highway 109, Year Built: 1962, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 507 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 507 (year 2041), Design Load: H 15, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.119, 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $289,000, Roadway Improvement Cost: $50,000, Total Project Cost: $435,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11019, Location: 2.7S 4.3E OF CRESTLINE (Lat: 37.126667, Lng: -94.623333), Route carried "on" structure: County highway 109, Year Built: 1962, Status: Posted for load, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 507 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 507 (year 2041), Design Load: H 15, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.119, 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.03m (16.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $289,000, Roadway Improvement Cost: $50,000, Total Project Cost: $435,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 1102, Location: 2.5S 4.5E OF CRESTLINE (Lat: 37.131667, Lng: -94.625300), Route carried "on" structure: County highway 109, Year Built: 1962, Status: Posted for load, Structure Length: 16.52m (54.20ft), Average Daily Traffic: 378 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 378 (year 2041), Design Load: H 15, Features Intersected: SPRING RIVER AND ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.423, 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, Number Of Approach Spans: 3, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 17.37m (56.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: November 2018, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $69,000, Total Project Cost: $104,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 1102, Location: 2.5S 4.5E OF CRESTLINE (Lat: 37.131667, Lng: -94.625300), Route carried "on" structure: County highway 109, Year Built: 1962, Status: Posted for load, Structure Length: 16.52m (54.20ft), Average Daily Traffic: 378 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 378 (year 2041), Design Load: H 15, Features Intersected: SPRING RIVER AND ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.423, 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, Number Of Approach Spans: 3, Length of Maximum Span: 39.0m (128.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 26.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 17.37m (56.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: November 2018, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $69,000, Total Project Cost: $104,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11053, Location: 2.3N 2.7E OF RIVERTON (Lat: 37.108333, Lng: -94.656117), Route carried "on" structure: County highway 1367, Year Built: 1958, Status: Open, Structure Length: 15.21m (49.90ft), Average Daily Traffic: 528 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 528 (year 2041), Design Load: H 15, Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.620, 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: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: November 2018, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $75,000, Total Project Cost: $735,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11053, Location: 2.3N 2.7E OF RIVERTON (Lat: 37.108333, Lng: -94.656117), Route carried "on" structure: County highway 1367, Year Built: 1958, Status: Open, Structure Length: 15.21m (49.90ft), Average Daily Traffic: 528 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 528 (year 2041), Design Load: H 15, Features Intersected: SPRING RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.620, 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: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 42.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.6 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Underwater Inspection Date: November 2018, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $75,000, Total Project Cost: $735,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 11054, Location: IN GALENA (Lat: 37.083333, Lng: -94.639167), Route carried "on" structure: County highway 1367, Year Built: 1975, Status: Posted for load, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 900 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 900 (year 2041), Design Load: HS 20, Features Intersected: SHORT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.033, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $50,000, Total Project Cost: $328,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 11054, Location: IN GALENA (Lat: 37.083333, Lng: -94.639167), Route carried "on" structure: County highway 1367, Year Built: 1975, Status: Posted for load, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 900 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 900 (year 2041), Design Load: HS 20, Features Intersected: SHORT CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.033, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Deck: Poor, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $50,000, Total Project Cost: $328,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 111111007, Location: 1.0N 1.5W OF GALENA (Lat: 37.090000, Lng: -94.666667), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 40 (year 2004), Average Future Daily Traffic: 45 (year 2041), Design Load: HS 20, Features Intersected: SHORT CREEK, Facility Carried by Structure: LOCAL RD. 18-X
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 111111007, Location: 1.0N 1.5W OF GALENA (Lat: 37.090000, Lng: -94.666667), Route carried "on" structure: County highway , Year Built: 1996, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 40 (year 2004), Average Future Daily Traffic: 45 (year 2041), Design Load: HS 20, Features Intersected: SHORT CREEK, Facility Carried by Structure: LOCAL RD. 18-X
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, 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: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 111111307006, Location: 0.4N 1.2W OF GALENA (Lat: 37.080000, Lng: -94.663333), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2004), Average Future Daily Traffic: 40 (year 2041), Design Load: H 20, Features Intersected: TRIB. TO SPRING RIVER, Facility Carried by Structure: LOCAL RD. X.2-18.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 111111307006, Location: 0.4N 1.2W OF GALENA (Lat: 37.080000, Lng: -94.663333), Route carried "on" structure: County highway , Year Built: 1989, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 40 (year 2004), Average Future Daily Traffic: 40 (year 2041), Design Load: H 20, Features Intersected: TRIB. TO SPRING RIVER, Facility Carried by Structure: LOCAL RD. X.2-18.6
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 36.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 111111906966, Location: 2.3N 0.7W OF GALENA (Lat: 37.113056, Lng: -94.651389), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 30 (year 2004), Average Future Daily Traffic: 30 (year 2041), Features Intersected: TRIB. TO SPRING RIVER, Facility Carried by Structure: LOCAL RD. X.8-16.7
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 111111906966, Location: 2.3N 0.7W OF GALENA (Lat: 37.113056, Lng: -94.651389), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 30 (year 2004), Average Future Daily Traffic: 30 (year 2041), Features Intersected: TRIB. TO SPRING RIVER, Facility Carried by Structure: LOCAL RD. X.8-16.7
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 111113007088, Location: 4.5E OF BAXTER SPRINGS (Lat: 37.016667, Lng: -94.650000), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2007), Average Future Daily Traffic: 40 (year 2041), Design Load: H 20, Features Intersected: TRIB. TO SPRING RIVER, Facility Carried by Structure: LOCAL RD. Y-22.8
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), Skew: 3 degrees, 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: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $6,000, Total Project Cost: $63,000
Structure Number: 111113007088, Location: 4.5E OF BAXTER SPRINGS (Lat: 37.016667, Lng: -94.650000), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2007), Average Future Daily Traffic: 40 (year 2041), Design Load: H 20, Features Intersected: TRIB. TO SPRING RIVER, Facility Carried by Structure: LOCAL RD. Y-22.8
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), Skew: 3 degrees, 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: 8.4m (27.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $6,000, Total Project Cost: $63,000
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Structure Number: 111115007005, Location: N.E. COR. OF GALENA (Lat: 37.082222, Lng: -94.635833), Route carried "on" structure: County highway , Year Built: 1922, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 400 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 400 (year 2041), Features Intersected: MKT RAILROAD, Facility Carried by Structure: LOCAL RD. 18.3-Z
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: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $505,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 111115007005, Location: N.E. COR. OF GALENA (Lat: 37.082222, Lng: -94.635833), Route carried "on" structure: County highway , Year Built: 1922, Year Reconstructed: 2017, Status: Posted for load, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 400 (year 2004), Truck Traffic: 11%, Average Future Daily Traffic: 400 (year 2041), Features Intersected: MKT RAILROAD, Facility Carried by Structure: LOCAL RD. 18.3-Z
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: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $34,000, Total Project Cost: $505,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 111115207004, Location: N.E. COR. OF GALENA (Lat: 37.083333, Lng: -94.632778), Route carried "on" structure: County highway , Year Built: 1922, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 400 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 400 (year 2041), Features Intersected: TRIB. TO SHORT CREEK, Facility Carried by Structure: LOCAL RD. 18.3-Z.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $7,000, Total Project Cost: $78,000
Structure Number: 111115207004, Location: N.E. COR. OF GALENA (Lat: 37.083333, Lng: -94.632778), Route carried "on" structure: County highway , Year Built: 1922, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 400 (year 2004), Truck Traffic: 15%, Average Future Daily Traffic: 400 (year 2041), Features Intersected: TRIB. TO SHORT CREEK, Facility Carried by Structure: LOCAL RD. 18.3-Z.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $7,000, Total Project Cost: $78,000
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Structure Number: 111115407081, Location: 3.0S 1.4E OF GALENA (Lat: 37.030833, Lng: -94.618333), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1945, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 585 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 585 (year 2041), Features Intersected: TRIB. TO SHOAL CREEK, Facility Carried by Structure: LOCAL RD. 22.1-Z.4
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), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 111115407081, Location: 3.0S 1.4E OF GALENA (Lat: 37.030833, Lng: -94.618333), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1945, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 585 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 585 (year 2041), Features Intersected: TRIB. TO SHOAL CREEK, Facility Carried by Structure: LOCAL RD. 22.1-Z.4
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), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 509700110000001, Location: CITY OF GALENA (Lat: 37.071667, Lng: -94.646944), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 60 (year 2004), Average Future Daily Traffic: 75 (year 2041), Design Load: HS 20, Features Intersected: TRIB. TO SHORT CREEK, Facility Carried by Structure: WEST 11TH. STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 72.8 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 509700110000001, Location: CITY OF GALENA (Lat: 37.071667, Lng: -94.646944), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 60 (year 2004), Average Future Daily Traffic: 75 (year 2041), Design Load: HS 20, Features Intersected: TRIB. TO SHORT CREEK, Facility Carried by Structure: WEST 11TH. STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 72.8 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999902600110941, Location: 1.30 MI N US-166 (Lat: 37.041944, Lng: -94.643056), Route carried "on" structure: State highway 26, Year Built: 1995, Status: Open, Structure Length: 17.75m (58.23ft), Average Daily Traffic: 3,308 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,634 (year 2041), Design Load: HS 20, Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 58.25m (191.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999902600110941, Location: 1.30 MI N US-166 (Lat: 37.041944, Lng: -94.643056), Route carried "on" structure: State highway 26, Year Built: 1995, Status: Open, Structure Length: 17.75m (58.23ft), Average Daily Traffic: 3,308 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 4,634 (year 2041), Design Load: HS 20, Features Intersected: SHOAL CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.021, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 10, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 58.25m (191.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing