Bridge Statistics for Uniontown, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 115ft / 34.5mTotal length
- $1,424,000Total costs
- 4,348Total average daily traffic
- 665Total average daily truck traffic
- 4,742Total future (year 2039) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Uniontown
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 11930-1939
- 11940-1949
- 41950-1959
- 21960-1969
- 11980-1989
- Bridge Condition - Deck
- 18.2%Good
- 63.6%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 9.1%Very good
- 18.2%Good
- 27.3%Satisfactory
- 36.4%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 36.4%Good
- 27.3%Satisfactory
- 9.1%Fair
- 27.3%Poor
- Bridge Condition - Channel
- 38.5%Good
- 23.1%Satisfactory
- 38.5%Fair
- Bridge Condition - Culverts
- 50.0%Good
- 50.0%Poor
Find on map >> Show street view
Structure Number: 6001, Location: 3.0N 0.5E OF UNIONTOWN (Lat: 37.891389, Lng: -94.969858), Route carried "on" structure: County highway 49, Year Built: 1982, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 49 (year 2006), Average Future Daily Traffic: 49 (year 2039), Features Intersected: TRIB. TO TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.139, 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: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $20,000, Total Project Cost: $171,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6001, Location: 3.0N 0.5E OF UNIONTOWN (Lat: 37.891389, Lng: -94.969858), Route carried "on" structure: County highway 49, Year Built: 1982, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 49 (year 2006), Average Future Daily Traffic: 49 (year 2039), Features Intersected: TRIB. TO TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.139, 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: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 23.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $20,000, Total Project Cost: $171,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 60285, Location: 0.3N 1.8W OF UNIONTOWN (Lat: 37.851667, Lng: -95.014444), Route carried "on" structure: County highway 705, Year Built: 1923, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 105 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 115 (year 2039), Features Intersected: TENNYSON CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.419, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $8,000, Total Project Cost: $119,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 60285, Location: 0.3N 1.8W OF UNIONTOWN (Lat: 37.851667, Lng: -95.014444), Route carried "on" structure: County highway 705, Year Built: 1923, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 105 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 115 (year 2039), Features Intersected: TENNYSON CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.419, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Bridge Improvement Cost: $79,000, Roadway Improvement Cost: $8,000, Total Project Cost: $119,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 6031, Location: 2.0S 2.5W OF UNIONTOWN (Lat: 37.818611, Lng: -95.024578), Route carried "on" structure: County highway 1191, Year Built: 1923, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37 (year 2006), Average Future Daily Traffic: 37 (year 2040), Features Intersected: TRIB. TO MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.559, 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: 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: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $10,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6031, Location: 2.0S 2.5W OF UNIONTOWN (Lat: 37.818611, Lng: -95.024578), Route carried "on" structure: County highway 1191, Year Built: 1923, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 37 (year 2006), Average Future Daily Traffic: 37 (year 2040), Features Intersected: TRIB. TO MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 19.559, 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: 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: 7.8m (25.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 22.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 13.5 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Bridge Improvement Cost: $45,000, Roadway Improvement Cost: $10,000, Total Project Cost: $75,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 6032, Location: 1.0S 1.7W OF UNIONTOWN (Lat: 37.834306, Lng: -95.010600), Route carried "on" structure: County highway 1191, Year Built: 1962, Status: Posted for load, Structure Length: 3.64m (11.94ft), Average Daily Traffic: 118 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 118 (year 2039), Design Load: H 15, Features Intersected: TENNYSON CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.504, 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: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $30,000, Total Project Cost: $325,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6032, Location: 1.0S 1.7W OF UNIONTOWN (Lat: 37.834306, Lng: -95.010600), Route carried "on" structure: County highway 1191, Year Built: 1962, Status: Posted for load, Structure Length: 3.64m (11.94ft), Average Daily Traffic: 118 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 118 (year 2039), Design Load: H 15, Features Intersected: TENNYSON CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 22.504, 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: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.66m (12.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $30,000, Total Project Cost: $325,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 6042, Location: 1.0S 2.4E OF UNIONTOWN (Lat: 37.834336, Lng: -94.937311), Route carried "on" structure: County highway 1198, Year Built: 1948, Status: Posted for load, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 205 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.470, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6042, Location: 1.0S 2.4E OF UNIONTOWN (Lat: 37.834336, Lng: -94.937311), Route carried "on" structure: County highway 1198, Year Built: 1948, Status: Posted for load, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 205 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.470, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 6043, Location: 1.5E 0.2S OF UNIONTOWN (Lat: 37.845175, Lng: -94.951578), Route carried "on" structure: County highway 1198, Year Built: 1959, Status: Posted for load, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 205 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 205 (year 2039), Design Load: H 15, Features Intersected: MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.901, 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: 3, Length of Maximum Span: 22.9m (75.1ft), 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: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $25,000, Total Project Cost: $525,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6043, Location: 1.5E 0.2S OF UNIONTOWN (Lat: 37.845175, Lng: -94.951578), Route carried "on" structure: County highway 1198, Year Built: 1959, Status: Posted for load, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 205 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 205 (year 2039), Design Load: H 15, Features Intersected: MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.901, 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: 3, Length of Maximum Span: 22.9m (75.1ft), 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: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 25.2 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.10m (20.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $25,000, Total Project Cost: $525,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 6107750592, Location: 2.2N 1.0E OF UNIONTOWN (Lat: 37.878333, Lng: -94.960000), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2006), Average Future Daily Traffic: 10 (year 2042), Features Intersected: TRIB. TO OPOSSUM HOLLOW, Facility Carried by Structure: Local 6.5-L.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $8,000, Total Project Cost: $114,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 6107750592, Location: 2.2N 1.0E OF UNIONTOWN (Lat: 37.878333, Lng: -94.960000), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2006), Average Future Daily Traffic: 10 (year 2042), Features Intersected: TRIB. TO OPOSSUM HOLLOW, Facility Carried by Structure: Local 6.5-L.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 2, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: Febuary 2022, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $8,000, Total Project Cost: $114,000, Deck Structure Type: Concrete Cast-file-Place
Find on map >> Show street view
Structure Number: 6107790596, Location: 1.0E OF UNIONTOWN (Lat: 37.848872, Lng: -94.951667), Route carried "on" structure: County highway 616, Year Built: 1935, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 100 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: Minor 6.9-N.0
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6107790596, Location: 1.0E OF UNIONTOWN (Lat: 37.848872, Lng: -94.951667), Route carried "on" structure: County highway 616, Year Built: 1935, Status: Posted for load, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 100 (year 2006), Average Future Daily Traffic: 100 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: Minor 6.9-N.0
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Other Special Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 6107900592, Location: 2.0N 1.5E OF UNIONTOWN (Lat: 37.877906, Lng: -94.951589), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 50 (year 2039), Features Intersected: TRIB. TO OPOSSUM HOLLOW, Facility Carried by Structure: Local 7.0-L.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $6,000, Total Project Cost: $95,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 6107900592, Location: 2.0N 1.5E OF UNIONTOWN (Lat: 37.877906, Lng: -94.951589), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 50 (year 2006), Average Future Daily Traffic: 50 (year 2039), Features Intersected: TRIB. TO OPOSSUM HOLLOW, Facility Carried by Structure: Local 7.0-L.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.7m (38.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $63,000, Roadway Improvement Cost: $6,000, Total Project Cost: $95,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 6107900594, Location: 1.3N 2.0E OF UNIONTOWN (Lat: 37.863450, Lng: -94.951667), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 25 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: Local 7.0-M.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 6107900594, Location: 1.3N 2.0E OF UNIONTOWN (Lat: 37.863450, Lng: -94.951667), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2006), Average Future Daily Traffic: 25 (year 2039), Features Intersected: TRIB. TO MARMATON RIVER, Facility Carried by Structure: Local 7.0-M.0
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 9.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999900300060271, Location: 5.39 MI N WJCT K39 (Lat: 37.796111, Lng: -94.978611), Route carried "on" structure: State highway 3, Year Built: 1956, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 597 (year 2041), Design Load: H 20, Features Intersected: HINTON CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.307, 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: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 26.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999900300060271, Location: 5.39 MI N WJCT K39 (Lat: 37.796111, Lng: -94.978611), Route carried "on" structure: State highway 3, Year Built: 1956, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 597 (year 2041), Design Load: H 20, Features Intersected: HINTON CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.307, 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: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 26.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 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: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999900300060281, Location: 8.11 MI N WJCT K39 (Lat: 37.835278, Lng: -94.981111), Route carried "on" structure: State highway 3, Year Built: 1965, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 597 (year 2041), Design Load: HS 20, Features Intersected: MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 32.82m (107.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999900300060281, Location: 8.11 MI N WJCT K39 (Lat: 37.835278, Lng: -94.981111), Route carried "on" structure: State highway 3, Year Built: 1965, Status: Open, Structure Length: 10.00m (32.81ft), Average Daily Traffic: 530 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 597 (year 2041), Design Load: HS 20, Features Intersected: MARMATON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.668, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 32.82m (107.68ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999905400060021, Location: 1.19 MI E EJCT K3 (Lat: 37.862778, Lng: -94.957222), Route carried "on" structure: US 54, Year Built: 1953, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 2,384 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,634 (year 2041), Design Load: H 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.102, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 13.65m (44.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999905400060021, Location: 1.19 MI E EJCT K3 (Lat: 37.862778, Lng: -94.957222), Route carried "on" structure: US 54, Year Built: 1953, Status: Open, Structure Length: 4.16m (13.65ft), Average Daily Traffic: 2,384 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 2,634 (year 2041), Design Load: H 20, Features Intersected: TURKEY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 12.102, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 49.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 13.65m (44.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete