Bridge Statistics for Morland, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 151ft / 45.6mTotal length
- $788,000Total costs
- 3,130Total average daily traffic
- 613Total average daily truck traffic
- 3,446Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Morland
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31930-1939
- 41950-1959
- 21960-1969
- 31980-1989
- 11990-1999
- Bridge Condition - Deck
- 37.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 50.0%Good
- 37.5%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 62.5%Good
- 25.0%Satisfactory
- 12.5%Poor
- Bridge Condition - Channel
- 7.1%Very good
- 50.0%Good
- 42.9%Satisfactory
- Bridge Condition - Culverts
- 66.7%Good
- 33.3%Satisfactory
Find on map >> Show street view
Structure Number: 33005, Location: 3.9S 0.5W OF MORLAND (Lat: 39.285833, Lng: -100.088611), Route carried "on" structure: County highway 275, Year Built: 1965, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 95 (year 2014), Average Future Daily Traffic: 105 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 33005, Location: 3.9S 0.5W OF MORLAND (Lat: 39.285833, Lng: -100.088611), Route carried "on" structure: County highway 275, Year Built: 1965, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 95 (year 2014), Average Future Daily Traffic: 105 (year 2040), Design Load: H 15, Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 33006, Location: 2.0E 3.3N OF MORLAND (Lat: 39.397875, Lng: -100.031575), Route carried "on" structure: County highway 281, Year Built: 1938, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 110 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: YOUNGS 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Gravel
Structure Number: 33006, Location: 2.0E 3.3N OF MORLAND (Lat: 39.397875, Lng: -100.031575), Route carried "on" structure: County highway 281, Year Built: 1938, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 110 (year 2014), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2040), Design Load: H 15, Features Intersected: YOUNGS 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), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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: Gravel
Find on map >> Show street view
Structure Number: 330521403863, Location: 1.1N 2.3W OF MORLAND (Lat: 39.376428, Lng: -100.122328), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Features Intersected: ANTELOPE CREEK, Facility Carried by Structure: 125 AVE. (23)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $40,000, Total Project Cost: $300,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 330521403863, Location: 1.1N 2.3W OF MORLAND (Lat: 39.376428, Lng: -100.122328), Route carried "on" structure: County highway , Year Built: 1910, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 30 (year 2014), Average Future Daily Traffic: 30 (year 2040), Features Intersected: ANTELOPE CREEK, Facility Carried by Structure: 125 AVE. (23)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 16.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $40,000, Total Project Cost: $300,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 3305234039, Location: 1.1W OF MORLAND (Lat: 39.349314, Lng: -100.098861), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2014, Status: Posted for load, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: SOUTH FORK SOLOMON RIVER, Facility Carried by Structure: P RD. (47)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: 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: 20.0 - 29.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Other Special Inspection Date: Febuary 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $60,000, Total Project Cost: $450,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3305234039, Location: 1.1W OF MORLAND (Lat: 39.349314, Lng: -100.098861), Route carried "on" structure: County highway , Year Built: 1960, Year Reconstructed: 2014, Status: Posted for load, Structure Length: 4.18m (13.71ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2040), Design Load: HS 20, Features Intersected: SOUTH FORK SOLOMON RIVER, Facility Carried by Structure: P RD. (47)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 27.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: 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: 20.0 - 29.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Other Special Inspection Date: Febuary 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $60,000, Total Project Cost: $450,000, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 3305251039, Location: 0.2W OF MORLAND (Lat: 39.349361, Lng: -100.086200), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: S. FORK SOLOMON RIVER, Facility Carried by Structure: P RD.(48)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: 3305251039, Location: 0.2W OF MORLAND (Lat: 39.349361, Lng: -100.086200), Route carried "on" structure: County highway , Year Built: 1985, Status: Posted for load, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 50 (year 2014), Average Future Daily Traffic: 50 (year 2040), Design Load: H 20, Features Intersected: S. FORK SOLOMON RIVER, Facility Carried by Structure: P RD.(48)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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
Find on map >> Show street view
Structure Number: 330527003905, Location: AT MORLAND (Lat: 39.346861, Lng: -100.070139), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2040), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: S. 1ST ST.(49)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), 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: 330527003905, Location: AT MORLAND (Lat: 39.346861, Lng: -100.070139), Route carried "on" structure: County highway , Year Built: 1935, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2040), Features Intersected: UNNAMED STREAM, Facility Carried by Structure: S. 1ST ST.(49)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 19.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.0 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 330527003983, Location: 4.2 S & 0.5 E MORLAND (Lat: 39.287336, Lng: -100.069903), Route carried "on" structure: County highway , Year Built: 1995, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5 (year 2014), Average Future Daily Traffic: 5 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: 150TH AVE.(104)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $5,000, Total Project Cost: $38,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 330527003983, Location: 4.2 S & 0.5 E MORLAND (Lat: 39.287336, Lng: -100.069903), Route carried "on" structure: County highway , Year Built: 1995, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 5 (year 2014), Average Future Daily Traffic: 5 (year 2040), Design Load: HS 20, Features Intersected: BRUSH CREEK, Facility Carried by Structure: 150TH AVE.(104)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 19.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 20.0 - 29.9% below), Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $5,000, Total Project Cost: $38,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 3305279039, Location: 0.9E OF MORLAND (Lat: 39.349444, Lng: -100.053889), Route carried "on" structure: County highway 3312, Year Built: 1981, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2040), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: P RD. (50)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 3305279039, Location: 0.9E OF MORLAND (Lat: 39.349444, Lng: -100.053889), Route carried "on" structure: County highway 3312, Year Built: 1981, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 60 (year 2014), Average Future Daily Traffic: 60 (year 2040), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: P RD. (50)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 20.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 330533003906, Location: 3.0E 0.7S OF MORLAND (Lat: 39.340703, Lng: -100.013783), Route carried "on" structure: County highway 3305, Year Built: 1982, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 45 (year 2014), Average Future Daily Traffic: 45 (year 2040), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: 180TH AVE.(51)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 330533003906, Location: 3.0E 0.7S OF MORLAND (Lat: 39.340703, Lng: -100.013783), Route carried "on" structure: County highway 3305, Year Built: 1982, Status: Open, Structure Length: 0.95m (3.12ft), Average Daily Traffic: 45 (year 2014), Average Future Daily Traffic: 45 (year 2040), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: 180TH AVE.(51)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Wearing Surface/Protective System: Wearing Surface: Gravel
Find on map >> Show street view
Structure Number: 999902400330021, Location: 3.56 MI E SHERIDAN CO L (Lat: 39.363333, Lng: -100.097222), Route carried "on" structure: US 24, Year Built: 1957, Status: Open, Structure Length: 7.63m (25.03ft), Average Daily Traffic: 715 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 822 (year 2041), Design Load: H 20, Features Intersected: ANTELOPE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 25.05m (82.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999902400330021, Location: 3.56 MI E SHERIDAN CO L (Lat: 39.363333, Lng: -100.097222), Route carried "on" structure: US 24, Year Built: 1957, Status: Open, Structure Length: 7.63m (25.03ft), Average Daily Traffic: 715 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 822 (year 2041), Design Load: H 20, Features Intersected: ANTELOPE CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 5.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 25.05m (82.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Find on map >> Show street view
Structure Number: 999902400330031, Location: 3.73 MI E SHERIDAN CO L (Lat: 39.363333, Lng: -100.093889), Route carried "on" structure: US 24, Year Built: 1957, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 715 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 822 (year 2041), Design Load: H 20, Features Intersected: Hay Creek
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.011, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.09m (13.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999902400330031, Location: 3.73 MI E SHERIDAN CO L (Lat: 39.363333, Lng: -100.093889), Route carried "on" structure: US 24, Year Built: 1957, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 715 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 822 (year 2041), Design Load: H 20, Features Intersected: Hay Creek
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 6.011, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.4m (50.5ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.09m (13.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999902400330041, Location: 0.54 MI E K85 (Lat: 39.363611, Lng: -100.063056), Route carried "on" structure: US 24, Year Built: 1957, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 780 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 862 (year 2041), Design Load: H 20, Features Intersected: S FK SOLOMON R DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.682, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999902400330041, Location: 0.54 MI E K85 (Lat: 39.363611, Lng: -100.063056), Route carried "on" structure: US 24, Year Built: 1957, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 780 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 862 (year 2041), Design Load: H 20, Features Intersected: S FK SOLOMON R DRAINAGE
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 8.682, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Channel: Good, Culverts: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999902400330361, Location: 3.74 MI E COLN, OLD RD LT (Lat: 39.363611, Lng: -100.094167), Route carried "on" structure: ServiceOther road 1, Year Built: 1932, Status: Open, Structure Length: 2.39m (7.84ft), Truck Traffic: 1%, Features Intersected: HAY CREEK, Facility Carried by Structure: ALGN OLD US24
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.85m (25.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999902400330361, Location: 3.74 MI E COLN, OLD RD LT (Lat: 39.363611, Lng: -100.094167), Route carried "on" structure: ServiceOther road 1, Year Built: 1932, Status: Open, Structure Length: 2.39m (7.84ft), Truck Traffic: 1%, Features Intersected: HAY CREEK, Facility Carried by Structure: ALGN OLD US24
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.126, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 2.7m (8.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 31.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 7.85m (25.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 999908500330331, Location: 0.71 MI S US24 (Lat: 39.353611, Lng: -100.075556), Route carried "on" structure: State highway 85, Year Built: 1957, Status: Open, Structure Length: 12.42m (40.75ft), Average Daily Traffic: 405 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 405 (year 2041), Design Load: H 20, Features Intersected: SOUTH FORK SOLOMON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Meets minimum limits, Length Of Structure Improvement: 46.86m (153.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 999908500330331, Location: 0.71 MI S US24 (Lat: 39.353611, Lng: -100.075556), Route carried "on" structure: State highway 85, Year Built: 1957, Status: Open, Structure Length: 12.42m (40.75ft), Average Daily Traffic: 405 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 405 (year 2041), Design Load: H 20, Features Intersected: SOUTH FORK SOLOMON RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.167, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 23.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 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: Meets minimum limits, Length Of Structure Improvement: 46.86m (153.74ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay