Bridge Statistics for Lost Springs, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 30ft / 9.2mTotal length
- $337,000Total costs
- 3,295Total average daily traffic
- 429Total average daily truck traffic
- 4,467Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lost Springs
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41930-1939
- 31950-1959
- 22000-2009
- Bridge Condition - Deck
- 25.0%Satisfactory
- 50.0%Fair
- 25.0%Serious
- Bridge Condition - Superstructure
- 50.0%Satisfactory
- 25.0%Fair
- 25.0%Serious
- Bridge Condition - Channel
- 30.0%Good
- 40.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 50.0%Satisfactory
- 16.7%Fair
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Structure Number: 57052, Location: 1.2W OF LOST SPRINGS (Lat: 38.566000, Lng: -96.988833), Route carried "on" structure: County highway 427, Year Built: 1935, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 205 (year 2011), Average Future Daily Traffic: 245 (year 2039), Features Intersected: TRIB. TO LYON CREEK, Facility Carried by Structure: 340 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57052, Location: 1.2W OF LOST SPRINGS (Lat: 38.566000, Lng: -96.988833), Route carried "on" structure: County highway 427, Year Built: 1935, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 205 (year 2011), Average Future Daily Traffic: 245 (year 2039), Features Intersected: TRIB. TO LYON CREEK, Facility Carried by Structure: 340 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 570531, Location: 0.7 E OF LOST SPRINGS (Lat: 38.566417, Lng: -96.951861), Route carried "on" structure: County highway 427, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 325 (year 2011), Average Future Daily Traffic: 390 (year 2039), Design Load: HS 20, Features Intersected: Clear Creek, Facility Carried by Structure: WAGONWHEEL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: September 2021
Structure Number: 570531, Location: 0.7 E OF LOST SPRINGS (Lat: 38.566417, Lng: -96.951861), Route carried "on" structure: County highway 427, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 325 (year 2011), Average Future Daily Traffic: 390 (year 2039), Design Load: HS 20, Features Intersected: Clear Creek, Facility Carried by Structure: WAGONWHEEL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Other Special Inspection Date: September 2021
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Structure Number: 57088, Location: 3.9E OF RAMONA (Lat: 38.595083, Lng: -96.986833), Route carried "on" structure: County highway 1827, Year Built: 1935, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 95 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 127 (year 2039), Features Intersected: TRIB. TO KOHLS CREEK, Facility Carried by Structure: 360 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
Structure Number: 57088, Location: 3.9E OF RAMONA (Lat: 38.595083, Lng: -96.986833), Route carried "on" structure: County highway 1827, Year Built: 1935, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 95 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 127 (year 2039), Features Intersected: TRIB. TO KOHLS CREEK, Facility Carried by Structure: 360 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020
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Structure Number: 210859004903, Location: 170 Trail Rd (Lat: 38.619167, Lng: -96.985606), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35 (year 2001), Average Future Daily Traffic: 42 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: Trail Rd (V36-S30)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $5,000, Total Project Cost: $87,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 210859004903, Location: 170 Trail Rd (Lat: 38.619167, Lng: -96.985606), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 35 (year 2001), Average Future Daily Traffic: 42 (year 2041), Features Intersected: CREEK, Facility Carried by Structure: Trail Rd (V36-S30)
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.01m (3.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $58,000, Roadway Improvement Cost: $5,000, Total Project Cost: $87,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 57086110502, Location: 1.7S OF LOST SPRINGS (Lat: 38.536917, Lng: -96.965000), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 48 (year 2039), Features Intersected: TRIB. TO CLEAR CREEK, Facility Carried by Structure: 320 RD.
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: 2.1m (6.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 57086110502, Location: 1.7S OF LOST SPRINGS (Lat: 38.536917, Lng: -96.965000), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40 (year 2011), Average Future Daily Traffic: 48 (year 2039), Features Intersected: TRIB. TO CLEAR CREEK, Facility Carried by Structure: 320 RD.
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: 2.1m (6.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 570861905, Location: 0.7S 0.7E LOST SPRINGS (Lat: 38.551417, Lng: -96.950028), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 45 (year 2011), Average Future Daily Traffic: 54 (year 2038), Features Intersected: CLEAR CREEK, Facility Carried by Structure: 330 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 570861905, Location: 0.7S 0.7E LOST SPRINGS (Lat: 38.551417, Lng: -96.950028), Route carried "on" structure: County highway , Year Built: 1950, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 45 (year 2011), Average Future Daily Traffic: 54 (year 2038), Features Intersected: CLEAR CREEK, Facility Carried by Structure: 330 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 38.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.4 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 57086310502, Location: 1.8S 1.1E LOST SPRINGS (Lat: 38.536889, Lng: -96.947278), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2038), Features Intersected: CLEAR CREEK, Facility Carried by Structure: 320 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $100,000, Total Project Cost: $250,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 57086310502, Location: 1.8S 1.1E LOST SPRINGS (Lat: 38.536889, Lng: -96.947278), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2038), Features Intersected: CLEAR CREEK, Facility Carried by Structure: 320 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 12 months, Inspection Date: November 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $100,000, Total Project Cost: $250,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 570865005004, Location: 1.7E 1.4S LOST SPRINGS (Lat: 38.544528, Lng: -96.929972), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 45 (year 2011), Average Future Daily Traffic: 54 (year 2038), Features Intersected: TRIB. TO CLEAR CREEK, Facility Carried by Structure: XAVIER RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 570865005004, Location: 1.7E 1.4S LOST SPRINGS (Lat: 38.544528, Lng: -96.929972), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 45 (year 2011), Average Future Daily Traffic: 54 (year 2038), Features Intersected: TRIB. TO CLEAR CREEK, Facility Carried by Structure: XAVIER RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 640865005002, Location: 4.5W 1.0S OF BURDICK (Lat: 38.550833, Lng: -96.930000), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 15 (year 2040), Features Intersected: CLEAR CREEK, Facility Carried by Structure: LOCAL 78 CC.1-3200
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 640865005002, Location: 4.5W 1.0S OF BURDICK (Lat: 38.550833, Lng: -96.930000), Route carried "on" structure: County highway , Year Built: 1930, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 15 (year 2040), Features Intersected: CLEAR CREEK, Facility Carried by Structure: LOCAL 78 CC.1-3200
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 32.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.7 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999905600570641, Location: 3.15 MI S DICKINSON COLN (Lat: 38.565000, Lng: -96.951389), Route carried "on" structure: US 56, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 2,475 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,467 (year 2041), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 59.106, Lanes on structure: 2, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 63.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.74m (12.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 999905600570641, Location: 3.15 MI S DICKINSON COLN (Lat: 38.565000, Lng: -96.951389), Route carried "on" structure: US 56, Year Built: 2002, Status: Open, Structure Length: 1.14m (3.74ft), Average Daily Traffic: 2,475 (year 2020), Truck Traffic: 17%, Average Future Daily Traffic: 3,467 (year 2041), Design Load: HS 20+Mod, Features Intersected: CLEAR CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 59.106, Lanes on structure: 2, 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: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 27.9m (91.5ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 63.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.74m (12.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete