Bridge Statistics for Atwood, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 102ft / 31.1mTotal length
- $440,000Total costs
- 13,525Total average daily traffic
- 2,713Total average daily truck traffic
- 15,003Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Atwood
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 31940-1949
- 31950-1959
- 11970-1979
- 31990-1999
- Bridge Condition - Deck
- 57.1%Good
- 14.3%Satisfactory
- 14.3%Fair
- 14.3%Poor
- Bridge Condition - Superstructure
- 14.3%Very good
- 28.6%Good
- 42.9%Satisfactory
- 14.3%Poor
- Bridge Condition - Substructure
- 28.6%Very good
- 28.6%Satisfactory
- 28.6%Fair
- 14.3%Poor
- Bridge Condition - Channel
- 25.0%Very good
- 50.0%Good
- 25.0%Satisfactory
- Bridge Condition - Culverts
- 83.3%Good
- 16.7%Satisfactory
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Structure Number: 77001, Location: 1.1S 1.3W OF LUDELL (Lat: 39.836944, Lng: -100.984722), Route carried "on" structure: County highway 179, Year Built: 1999, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 335 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 345 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO BEAVER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 77001, Location: 1.1S 1.3W OF LUDELL (Lat: 39.836944, Lng: -100.984722), Route carried "on" structure: County highway 179, Year Built: 1999, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 335 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 345 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO BEAVER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 3.219, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 77017, Location: 0.4W OF ATWOOD (Lat: 39.806667, Lng: -101.048889), Route carried "on" structure: County highway 553, Year Built: 1930, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 255 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 275 (year 2040), Design Load: H 15, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.897, 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: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $30,000, Total Project Cost: $225,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 77017, Location: 0.4W OF ATWOOD (Lat: 39.806667, Lng: -101.048889), Route carried "on" structure: County highway 553, Year Built: 1930, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 255 (year 2014), Truck Traffic: 20%, Average Future Daily Traffic: 275 (year 2040), Design Load: H 15, Features Intersected: BEAVER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 2.897, 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: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $30,000, Total Project Cost: $225,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 77042300324, Location: 1.0N 0.5W OF ATWOOD (Lat: 39.828056, Lng: -101.056111), Route carried "on" structure: County highway , Year Built: 1956, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5 (year 2014), Average Future Daily Traffic: 10 (year 2040), Design Load: H 10, Features Intersected: NORTH BEAVER CREEK, Facility Carried by Structure: S ROAD
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 10.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $24,000, Total Project Cost: $180,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 77042300324, Location: 1.0N 0.5W OF ATWOOD (Lat: 39.828056, Lng: -101.056111), Route carried "on" structure: County highway , Year Built: 1956, Status: Posted for load, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5 (year 2014), Average Future Daily Traffic: 10 (year 2040), Design Load: H 10, Features Intersected: NORTH BEAVER CREEK, Facility Carried by Structure: S ROAD
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: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 10.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $24,000, Total Project Cost: $180,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 770425503243, Location: 0.7N 1.0E OF ATWOOD (Lat: 39.823333, Lng: -101.027889), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2014), Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 21.5 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.1 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: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 770425503243, Location: 0.7N 1.0E OF ATWOOD (Lat: 39.823333, Lng: -101.027889), Route carried "on" structure: County highway , Year Built: 1974, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 15 (year 2014), Average Future Daily Traffic: 20 (year 2040), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 21.5 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 18.1 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: Somewhat better than minimum adequacy, 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: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 770429503223, Location: 1.7N 3.0E OF ATWOOD (Lat: 39.838333, Lng: -100.990389), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 23.5 ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $2,000, Total Project Cost: $35,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 770429503223, Location: 1.7N 3.0E OF ATWOOD (Lat: 39.838333, Lng: -100.990389), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 25 (year 2014), Average Future Daily Traffic: 30 (year 2040), Design Load: H 15, Features Intersected: BEAVER CREEK, Facility Carried by Structure: 23.5 ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 16.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $23,000, Roadway Improvement Cost: $2,000, Total Project Cost: $35,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999902500770101, Location: 1.25 MI. SOUTH OF US-36 (Lat: 39.794444, Lng: -101.046667), Route carried "on" structure: State highway 25, Year Built: 1955, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,640 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,962 (year 2041), Design Load: H 20, Features Intersected: BEAVER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.331, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999902500770101, Location: 1.25 MI. SOUTH OF US-36 (Lat: 39.794444, Lng: -101.046667), Route carried "on" structure: State highway 25, Year Built: 1955, Status: Open, Structure Length: 1.33m (4.36ft), Average Daily Traffic: 1,640 (year 2020), Truck Traffic: 20%, Average Future Daily Traffic: 1,962 (year 2041), Design Load: H 20, Features Intersected: BEAVER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 25.331, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.37m (14.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999902500770114, Location: 0.48 MI. SOUTH OF US-36 (Lat: 39.806111, Lng: -101.046667), Route carried "on" structure: State highway 25, Year Built: 1955, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,220 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,656 (year 2041), Design Load: H 20, Features Intersected: BEAVER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 26.567, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999902500770114, Location: 0.48 MI. SOUTH OF US-36 (Lat: 39.806111, Lng: -101.046667), Route carried "on" structure: State highway 25, Year Built: 1955, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 2,220 (year 2020), Truck Traffic: 16%, Average Future Daily Traffic: 2,656 (year 2041), Design Load: H 20, Features Intersected: BEAVER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 26.567, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 28.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999902500770201, Location: 0.10 MI NORTH OF US-36 (Lat: 39.814444, Lng: -101.046667), Route carried "on" structure: State highway 25, Year Built: 1994, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 2,390 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,641 (year 2041), Design Load: HS 20, Features Intersected: BEAVER CRK @ LAKE ATWOOD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 22.65m (74.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999902500770201, Location: 0.10 MI NORTH OF US-36 (Lat: 39.814444, Lng: -101.046667), Route carried "on" structure: State highway 25, Year Built: 1994, Status: Open, Structure Length: 6.90m (22.64ft), Average Daily Traffic: 2,390 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,641 (year 2041), Design Load: HS 20, Features Intersected: BEAVER CRK @ LAKE ATWOOD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 27.512, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 22.65m (74.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999902500770221, Location: 0.6 MI N OF US-36 HWY (Lat: 39.821111, Lng: -101.046667), Route carried "on" structure: State highway 25, Year Built: 1998, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 2,390 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,641 (year 2041), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.260, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 18.28m (59.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999902500770221, Location: 0.6 MI N OF US-36 HWY (Lat: 39.821111, Lng: -101.046667), Route carried "on" structure: State highway 25, Year Built: 1998, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 2,390 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 2,641 (year 2041), Design Load: HS 20, Features Intersected: LITTLE BEAVER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 28.260, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.0m (72.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 18.28m (59.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999903600770021, Location: 0.24MI W JT K25 (Lat: 39.812778, Lng: -101.051389), Route carried "on" structure: US 36, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,030 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 1,072 (year 2041), Design Load: H 15, Features Intersected: SHERMAN STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 31.577, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Culverts: Satisfactory, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999903600770021, Location: 0.24MI W JT K25 (Lat: 39.812778, Lng: -101.051389), Route carried "on" structure: US 36, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,030 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 1,072 (year 2041), Design Load: H 15, Features Intersected: SHERMAN STREET
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 31.577, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Culverts: Satisfactory, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.4 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.48m (8.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999903600770031, Location: 0.21 MI W JCT K25 (Lat: 39.812778, Lng: -101.050000), Route carried "on" structure: US 36, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 1,030 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 1,072 (year 2041), Design Load: H 15, Features Intersected: South Fork Beaver Creek
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 31.685, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 27.29m (89.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999903600770031, Location: 0.21 MI W JCT K25 (Lat: 39.812778, Lng: -101.050000), Route carried "on" structure: US 36, Year Built: 1941, Year Reconstructed: 1969, Status: Open, Structure Length: 7.23m (23.72ft), Average Daily Traffic: 1,030 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 1,072 (year 2041), Design Load: H 15, Features Intersected: South Fork Beaver Creek
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 31.685, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 27.29m (89.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999903600770041, Location: 2.42MI E JT K25 (Lat: 39.813333, Lng: -101.001944), Route carried "on" structure: US 36, Year Built: 1935, Year Reconstructed: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,375 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,431 (year 2041), Design Load: H 15, Features Intersected: BEAVER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 35.851, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 102.0m (334.6ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.52m (11.55ft), 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: 999903600770041, Location: 2.42MI E JT K25 (Lat: 39.813333, Lng: -101.001944), Route carried "on" structure: US 36, Year Built: 1935, Year Reconstructed: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,375 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 1,431 (year 2041), Design Load: H 15, Features Intersected: BEAVER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 35.851, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 102.0m (334.6ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 14.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.52m (11.55ft), 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: 999903600770051, Location: 3.65MI E JT K25 (Lat: 39.813333, Lng: -100.978056), Route carried "on" structure: US 36, Year Built: 1935, Year Reconstructed: 1966, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 815 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 848 (year 2041), Design Load: H 15, Features Intersected: BEAVER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 37.834, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 111.6m (366.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.18m (10.43ft), 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: 999903600770051, Location: 3.65MI E JT K25 (Lat: 39.813333, Lng: -100.978056), Route carried "on" structure: US 36, Year Built: 1935, Year Reconstructed: 1966, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 815 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 848 (year 2041), Design Load: H 15, Features Intersected: BEAVER CREEK DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 37.834, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 111.6m (366.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.18m (10.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous