Bridge Statistics for Quinter, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 177ft / 54.2mTotal length
- $216,000Total costs
- 39,709Total average daily traffic
- 11,985Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Quinter
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 21950-1959
- 111960-1969
- 11980-1989
- Bridge Condition - Deck
- 45.5%Good
- 18.2%Satisfactory
- 27.3%Fair
- 9.1%Poor
- Bridge Condition - Superstructure
- 54.5%Good
- 36.4%Satisfactory
- 9.1%Serious
- Bridge Condition - Substructure
- 9.1%Very good
- 45.5%Good
- 27.3%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 27.3%Good
- 54.5%Satisfactory
- 18.2%Fair
- Bridge Condition - Culverts
- 40.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- 20.0%Poor
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Structure Number: 32017, Location: 3.2S 0.4W OF QUINTER (Lat: 39.020767, Lng: -100.241889), Route carried "on" structure: County highway 272, Year Built: 1950, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 300 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 56.971, 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: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32017, Location: 3.2S 0.4W OF QUINTER (Lat: 39.020767, Lng: -100.241889), Route carried "on" structure: County highway 272, Year Built: 1950, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 300 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 320 (year 2040), Design Load: H 15, Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 56.971, 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: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32018, Location: 2.5S 0.4W OF QUINTER (Lat: 39.033547, Lng: -100.241750), Route carried "on" structure: County highway 272, Year Built: 1963, Status: Open, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 410 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO BIG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 58.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32018, Location: 2.5S 0.4W OF QUINTER (Lat: 39.033547, Lng: -100.241750), Route carried "on" structure: County highway 272, Year Built: 1963, Status: Open, Structure Length: 4.98m (16.34ft), Average Daily Traffic: 410 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 500 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO BIG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 58.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 32028, Location: 3.4N 2.6E OF QUINTER (Lat: 39.117375, Lng: -100.185211), Route carried "on" structure: County highway 895, Year Built: 1938, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 60 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO SALINE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 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, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $24,000, Total Project Cost: $180,000, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 32028, Location: 3.4N 2.6E OF QUINTER (Lat: 39.117375, Lng: -100.185211), Route carried "on" structure: County highway 895, Year Built: 1938, Status: Posted for load, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 60 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO SALINE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 11.748, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Channel: Fair, Culverts: Poor, Operating Rating: 41.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.8 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, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $24,000, Total Project Cost: $180,000, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 3203, Location: 3.0N 0.4W OF QUINTER (Lat: 39.111344, Lng: -100.240792), Route carried "on" structure: County highway 897, Year Built: 1961, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 195 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 210 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO SALINE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.794, 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: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3203, Location: 3.0N 0.4W OF QUINTER (Lat: 39.111344, Lng: -100.240792), Route carried "on" structure: County highway 897, Year Built: 1961, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 195 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 210 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO SALINE RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.794, 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: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 32037, Location: 0.6S 1.9W OF QUINTER (Lat: 39.060317, Lng: -100.269306), Route carried "on" structure: County highway 1475, Year Built: 1957, Status: Posted for load, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 260 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO BIG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 30.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 32037, Location: 0.6S 1.9W OF QUINTER (Lat: 39.060317, Lng: -100.269306), Route carried "on" structure: County highway 1475, Year Built: 1957, Status: Posted for load, Structure Length: 4.84m (15.88ft), Average Daily Traffic: 260 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 300 (year 2040), Design Load: H 15, Features Intersected: TRIB. TO BIG CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.347, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 30.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.5 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Other Special Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 4302, Location: 0.5E OF CIRCLEVILLE (Lat: 39.506886, Lng: -95.862875), Route carried "on" structure: County highway 324, Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 238 (year 2018), Average Future Daily Traffic: 238 (year 2038), Features Intersected: TRIB. TO ELK CREEK
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $2,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 4302, Location: 0.5E OF CIRCLEVILLE (Lat: 39.506886, Lng: -95.862875), Route carried "on" structure: County highway 324, Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 238 (year 2018), Average Future Daily Traffic: 238 (year 2038), Features Intersected: TRIB. TO ELK CREEK
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: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $24,000, Roadway Improvement Cost: $2,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320505004321, Location: 1.6S 1.4W OF QUINTER (Lat: 39.045536, Lng: -100.260083), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 45 (year 2041), Design Load: H 10, Features Intersected: TRIB TO BIG CREEK, Facility Carried by Structure: 70 ROAD
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 8.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 320505004321, Location: 1.6S 1.4W OF QUINTER (Lat: 39.045536, Lng: -100.260083), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load, Structure Length: 3.43m (11.25ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 45 (year 2041), Design Load: H 10, Features Intersected: TRIB TO BIG CREEK, Facility Carried by Structure: 70 ROAD
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 continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 8.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 320505004347, Location: 3.2S 1.4W OF QUINTER (Lat: 39.021150, Lng: -100.260389), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: 70 ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 320505004347, Location: 3.2S 1.4W OF QUINTER (Lat: 39.021150, Lng: -100.260389), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 20 (year 2014), Average Future Daily Traffic: 25 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: 70 ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 320509004344, Location: 3.0S 0.6E OF QUINTER (Lat: 39.026028, Lng: -100.223194), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 45 (year 2041), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: 74 ROAD
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 320509004344, Location: 3.0S 0.6E OF QUINTER (Lat: 39.026028, Lng: -100.223194), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 2.76m (9.06ft), Average Daily Traffic: 40 (year 2014), Average Future Daily Traffic: 45 (year 2041), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: 74 ROAD
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 78.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 32051110436, Location: 3.5S 1.7E OF QUINTER (Lat: 39.016289, Lng: -100.204364), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 40 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: W ROAD
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: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 32051110436, Location: 3.5S 1.7E OF QUINTER (Lat: 39.016289, Lng: -100.204364), Route carried "on" structure: County highway , Year Built: 1939, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 40 (year 2041), Design Load: H 15, Features Intersected: BIG CREEK, Facility Carried by Structure: W ROAD
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: 3.5m (11.5ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Other Special Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999907000320131, Location: 5.27MI E JT K211 (Lat: 39.075556, Lng: -100.279444), Route carried "on" structure: ServiceCounty highway 55, Year Built: 1961, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 21 (year 2020), Average Future Daily Traffic: 8,195 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.256, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 29.70m (97.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907000320131, Location: 5.27MI E JT K211 (Lat: 39.075556, Lng: -100.279444), Route carried "on" structure: ServiceCounty highway 55, Year Built: 1961, Status: Open, Structure Length: 9.05m (29.69ft), Average Daily Traffic: 21 (year 2020), Average Future Daily Traffic: 8,195 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.256, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 57.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 29.70m (97.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999907000320141, Location: 5.87MI E JT K211 (Lat: 39.071111, Lng: -100.270000), Route carried "on" structure: Interstate 70, Year Built: 1960, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 6,384 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 8,944 (year 2041), Design Load: H 20, Features Intersected: BIG CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 48.436, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 41.9m (137.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907000320141, Location: 5.87MI E JT K211 (Lat: 39.071111, Lng: -100.270000), Route carried "on" structure: Interstate 70, Year Built: 1960, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 6,384 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 8,944 (year 2041), Design Load: H 20, Features Intersected: BIG CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 48.436, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 41.9m (137.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.75m (12.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907000320151, Location: JCT OLD K212/I70, WB (Lat: 39.057778, Lng: -100.241389), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 6,329 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 8,867 (year 2041), Design Load: HS 20+Mod, Features Intersected: OLD K212 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 51.309, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.29m (46.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907000320151, Location: JCT OLD K212/I70, WB (Lat: 39.057778, Lng: -100.241389), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 6,329 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 8,867 (year 2041), Design Load: HS 20+Mod, Features Intersected: OLD K212 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 51.309, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.29m (46.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999907000320161, Location: JCT OLD K212/I70, EB (Lat: 39.057500, Lng: -100.241389), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 6,329 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 8,867 (year 2041), Design Load: HS 20+Mod, Features Intersected: OLD K212 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 51.298, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.29m (46.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907000320161, Location: JCT OLD K212/I70, EB (Lat: 39.057500, Lng: -100.241389), Route carried "on" structure: Interstate 70, Year Built: 1961, Year Reconstructed: 1997, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 6,329 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 8,867 (year 2041), Design Load: HS 20+Mod, Features Intersected: OLD K212 HWY
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 51.298, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.29m (46.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999907000320171, Location: 1.18 MI E K212 (Lat: 39.048889, Lng: -100.222500), Route carried "on" structure: ServiceCounty highway 47, Year Built: 1960, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 21 (year 2020), Average Future Daily Traffic: 8,125 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.249, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 27.50m (90.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999907000320171, Location: 1.18 MI E K212 (Lat: 39.048889, Lng: -100.222500), Route carried "on" structure: ServiceCounty highway 47, Year Built: 1960, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 21 (year 2020), Average Future Daily Traffic: 8,125 (year 2041), Design Load: H 15, Features Intersected: I70 HWY, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.249, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 27.50m (90.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 999907000320181, Location: 2.32 MI E K212 (Lat: 39.040278, Lng: -100.204444), Route carried "on" structure: Interstate 70, Year Built: 1961, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,329 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 8,867 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 55.041, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 39.5m (129.6ft)
Condition: Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907000320181, Location: 2.32 MI E K212 (Lat: 39.040278, Lng: -100.204444), Route carried "on" structure: Interstate 70, Year Built: 1961, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 6,329 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 8,867 (year 2041), Design Load: HS 20+Mod, Features Intersected: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 55.041, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 39.5m (129.6ft)
Condition: Culverts: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907000320131, Location: 5.27MI E JT K211 (Lat: 39.075556, Lng: -100.279444), Route carried "under" structure: Interstate 70, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 6,384 (year 2020), Truck Traffic: 31%, Features Intersected: I70 HWY, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 47.484, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft)
Structure Number: 999907000320131, Location: 5.27MI E JT K211 (Lat: 39.075556, Lng: -100.279444), Route carried "under" structure: Interstate 70, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 6,384 (year 2020), Truck Traffic: 31%, Features Intersected: I70 HWY, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 47.484, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 24.4m (80.1ft)
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Structure Number: 999907000320171, Location: 1.18 MI E K212 (Lat: 39.048889, Lng: -100.222500), Route carried "under" structure: Interstate 70, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 6,329 (year 2020), Truck Traffic: 31%, Features Intersected: I70 HWY, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 53.205, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 999907000320171, Location: 1.18 MI E K212 (Lat: 39.048889, Lng: -100.222500), Route carried "under" structure: Interstate 70, Year Built: 1960, Structure Length: 0. m, Average Daily Traffic: 6,329 (year 2020), Truck Traffic: 31%, Features Intersected: I70 HWY, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 53.205, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 23.2m (76.1ft)