Bridge Statistics for Lehigh, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 66ft / 20.3mTotal length
- $1,570,000Total costs
- 13,436Total average daily traffic
- 3,184Total average daily truck traffic
- 17,879Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lehigh
- No street view available for this location
- New bridges - historical statistics
- 21910-1919
- 41920-1929
- 21930-1939
- 71940-1949
- 11960-1969
- 11970-1979
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 22.2%Good
- 22.2%Satisfactory
- 44.4%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 33.3%Good
- 44.4%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 33.3%Good
- 22.2%Satisfactory
- 44.4%Poor
- Bridge Condition - Channel
- 26.3%Good
- 52.6%Satisfactory
- 10.5%Fair
- 10.5%Poor
- Bridge Condition - Culverts
- 40.0%Good
- 50.0%Satisfactory
- 10.0%Poor
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Structure Number: 57005, Location: 1.8N OF LEHIGH (Lat: 38.402861, Lng: -97.298194), Route carried "on" structure: County highway 184, Year Built: 2006, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 51 (year 2011), Average Future Daily Traffic: 61 (year 2038), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: DIAMOND 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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 57005, Location: 1.8N OF LEHIGH (Lat: 38.402861, Lng: -97.298194), Route carried "on" structure: County highway 184, Year Built: 2006, Status: Open, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 51 (year 2011), Average Future Daily Traffic: 61 (year 2038), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: DIAMOND 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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.0m (39.4ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 57081990524, Location: 1.7W OF LEHIGH (Lat: 38.377139, Lng: -97.337833), Route carried "on" structure: County highway 5716, Year Built: 1930, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 120 (year 2038), Features Intersected: TRIB S. COTTONWOOD RIV., Facility Carried by Structure: 210 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Poor, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: September 2021
Structure Number: 57081990524, Location: 1.7W OF LEHIGH (Lat: 38.377139, Lng: -97.337833), Route carried "on" structure: County highway 5716, Year Built: 1930, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 120 (year 2038), Features Intersected: TRIB S. COTTONWOOD RIV., Facility Carried by Structure: 210 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Poor, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: September 2021
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Structure Number: 570821005229, Location: 1.5W OF LEHIGH (Lat: 38.377500, Lng: -97.335083), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15 (year 2013), Average Future Daily Traffic: 20 (year 2039), Features Intersected: SOUTH COTTONWOOD RIVER, Facility Carried by Structure: BISON 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, Number Of Approach Spans: 1, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, 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: Better than 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: December 2020, Other Special Inspection Date: September 2021
Structure Number: 570821005229, Location: 1.5W OF LEHIGH (Lat: 38.377500, Lng: -97.335083), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 15 (year 2013), Average Future Daily Traffic: 20 (year 2039), Features Intersected: SOUTH COTTONWOOD RIVER, Facility Carried by Structure: BISON 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, Number Of Approach Spans: 1, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Fair, 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: Better than 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: December 2020, Other Special Inspection Date: September 2021
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Structure Number: 57082110524, Location: 1.4W OF LEHIGH (Lat: 38.377139, Lng: -97.333861), Route carried "on" structure: County highway 5716, Year Built: 1930, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 120 (year 2038), Features Intersected: SOUTH COTTONWOOD RIVER, Facility Carried by Structure: 210 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
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: December 2020
Structure Number: 57082110524, Location: 1.4W OF LEHIGH (Lat: 38.377139, Lng: -97.333861), Route carried "on" structure: County highway 5716, Year Built: 1930, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 100 (year 2013), Average Future Daily Traffic: 120 (year 2038), Features Intersected: SOUTH COTTONWOOD RIVER, Facility Carried by Structure: 210 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
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: December 2020
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Structure Number: 57082160528, Location: 5.9W OF HILLSBORO (Lat: 38.347917, Lng: -97.323417), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 35 (year 2038), Features Intersected: SOUTH COTTONWOOD RIVER, Facility Carried by Structure: 190 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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 24 months, Inspection Date: December 2020, 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: 57082160528, Location: 5.9W OF HILLSBORO (Lat: 38.347917, Lng: -97.323417), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 35 (year 2038), Features Intersected: SOUTH COTTONWOOD RIVER, Facility Carried by Structure: 190 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, 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 24 months, Inspection Date: December 2020, 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: 570823005301, Location: 5.5W 0.5S OF HILLSBORO (Lat: 38.332694, Lng: -97.316472), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 35 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 42 (year 2038), Features Intersected: TRIB. S. COTTONWOOD RIV., Facility Carried by Structure: CHISOLM TRAIL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Equal to present minimum 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), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 570823005301, Location: 5.5W 0.5S OF HILLSBORO (Lat: 38.332694, Lng: -97.316472), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 35 (year 2013), Truck Traffic: 5%, Average Future Daily Traffic: 42 (year 2038), Features Intersected: TRIB. S. COTTONWOOD RIV., Facility Carried by Structure: CHISOLM TRAIL RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 36.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.8 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: Equal to present minimum 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), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 570825005305, Location: 4.5W 1.5S OF HILLSBORO (Lat: 38.326667, Lng: -97.298056), Route carried "on" structure: County highway 5701, Year Built: 1965, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2038), Features Intersected: S. COTTONWOOD RIVER, Facility Carried by Structure: DIAMOND 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 570825005305, Location: 4.5W 1.5S OF HILLSBORO (Lat: 38.326667, Lng: -97.298056), Route carried "on" structure: County highway 5701, Year Built: 1965, Status: Posted for load, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2038), Features Intersected: S. COTTONWOOD RIVER, Facility Carried by Structure: DIAMOND 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: Prestressed concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 5708259052, Location: 1.8N 0.9E OF LEHIGH (Lat: 38.406222, Lng: -97.281111), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2038), Features Intersected: FRENCH CREEK, Facility Carried by Structure: 230 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $100,000, Total Project Cost: $280,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 5708259052, Location: 1.8N 0.9E OF LEHIGH (Lat: 38.406222, Lng: -97.281111), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20 (year 2011), Average Future Daily Traffic: 25 (year 2038), Features Intersected: FRENCH CREEK, Facility Carried by Structure: 230 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: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $100,000, Total Project Cost: $280,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 57082590532, Location: 1.5S 4.1W OF HILLSBORO (Lat: 38.318806, Lng: -97.280917), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2038), Features Intersected: SOUTH COTTONWOOD RIVER, Facility Carried by Structure: 170 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 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: High priority of corrective action, 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 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $100,000, Total Project Cost: $250,000 ( Estimate for 2014)
Structure Number: 57082590532, Location: 1.5S 4.1W OF HILLSBORO (Lat: 38.318806, Lng: -97.280917), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2038), Features Intersected: SOUTH COTTONWOOD RIVER, Facility Carried by Structure: 170 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Channel: Poor, Culverts: Poor, Operating Rating: 12.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 6.3 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: High priority of corrective action, 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 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $100,000, Total Project Cost: $250,000 ( Estimate for 2014)
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Structure Number: 570827005189, Location: 2.0N 1.0E OF LEHIGH (Lat: 38.406583, Lng: -97.279833), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 15 (year 2038), Features Intersected: TRIB. TO FRENCH CREEK, Facility Carried by Structure: EAGLE RD.
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $100,000, Total Project Cost: $230,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 570827005189, Location: 2.0N 1.0E OF LEHIGH (Lat: 38.406583, Lng: -97.279833), Route carried "on" structure: County highway , Year Built: 1915, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 10 (year 2011), Average Future Daily Traffic: 15 (year 2038), Features Intersected: TRIB. TO FRENCH CREEK, Facility Carried by Structure: EAGLE RD.
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: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 33.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 26.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $100,000, Total Project Cost: $230,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 570827005204, Location: 3.5W 3.6N OF HILLSBORO (Lat: 38.401306, Lng: -97.279917), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15 (year 2011), Average Future Daily Traffic: 20 (year 2041), Features Intersected: FRENCH CREEK, Facility Carried by Structure: EAGLE RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 6.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 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: > 39.9% below), Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $100,000, Total Project Cost: $290,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 570827005204, Location: 3.5W 3.6N OF HILLSBORO (Lat: 38.401306, Lng: -97.279917), Route carried "on" structure: County highway , Year Built: 1920, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 15 (year 2011), Average Future Daily Traffic: 20 (year 2041), Features Intersected: FRENCH CREEK, Facility Carried by Structure: EAGLE RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 6.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 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: > 39.9% below), Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $180,000, Roadway Improvement Cost: $100,000, Total Project Cost: $290,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 57082760524, Location: 1.3N 3.4W OF HILLSBORO (Lat: 38.376944, Lng: -97.268472), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2038), Features Intersected: TRIB. TO FRENCH CREEK, Facility Carried by Structure: 210 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: 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: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: September 2021
Structure Number: 57082760524, Location: 1.3N 3.4W OF HILLSBORO (Lat: 38.376944, Lng: -97.268472), Route carried "on" structure: County highway , Year Built: 1970, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2013), Average Future Daily Traffic: 60 (year 2038), Features Intersected: TRIB. TO FRENCH CREEK, Facility Carried by Structure: 210 RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: 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: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.7 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Other Special Inspection Date: September 2021
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Structure Number: 570829005209, Location: 2.5W 3.1N OF HILLSBORO (Lat: 38.394028, Lng: -97.261278), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 48 (year 2038), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: FALCON RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 570829005209, Location: 2.5W 3.1N OF HILLSBORO (Lat: 38.394028, Lng: -97.261278), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 35 (year 2013), Average Future Daily Traffic: 48 (year 2038), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: FALCON RD.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 61.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 570829005221, Location: 2.5W 2.9N OF HILLSBORO (Lat: 38.389083, Lng: -97.261222), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2038), Features Intersected: TRIB. TO FRENCH CREEK, Facility Carried by Structure: FALCON RD.
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $100,000, Total Project Cost: $270,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 570829005221, Location: 2.5W 2.9N OF HILLSBORO (Lat: 38.389083, Lng: -97.261222), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2038), Features Intersected: TRIB. TO FRENCH CREEK, Facility Carried by Structure: FALCON RD.
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: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, 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: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $100,000, Total Project Cost: $270,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 999901500570311, Location: 2.44 MI S WJCT US56 (Lat: 38.326944, Lng: -97.334444), Route carried "on" structure: State highway 15, Year Built: 1949, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,585 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,934 (year 2041), Design Load: H 20, Features Intersected: S. COTTONWOOD RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.012, 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: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999901500570311, Location: 2.44 MI S WJCT US56 (Lat: 38.326944, Lng: -97.334444), Route carried "on" structure: State highway 15, Year Built: 1949, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 1,585 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,934 (year 2041), Design Load: H 20, Features Intersected: S. COTTONWOOD RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 17.012, 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: 4, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 36.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.57m (11.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999901500570321, Location: 1.32 MI S WJCT US56 (Lat: 38.343056, Lng: -97.334722), Route carried "on" structure: State highway 15, Year Built: 1949, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,585 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,934 (year 2041), Design Load: H 20, Features Intersected: S. COTTONWOOD RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.816, 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: 3.7m (12.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999901500570321, Location: 1.32 MI S WJCT US56 (Lat: 38.343056, Lng: -97.334722), Route carried "on" structure: State highway 15, Year Built: 1949, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,585 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,934 (year 2041), Design Load: H 20, Features Intersected: S. COTTONWOOD RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 18.816, 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: 3.7m (12.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999901500570331, Location: 0.27 MI S WJCT US56 (Lat: 38.358333, Lng: -97.334722), Route carried "on" structure: State highway 15, Year Built: 1949, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,585 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,934 (year 2041), Design Load: H 20, Features Intersected: S. COTTONWOOD RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.498, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 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, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999901500570331, Location: 0.27 MI S WJCT US56 (Lat: 38.358333, Lng: -97.334722), Route carried "on" structure: State highway 15, Year Built: 1949, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,585 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 1,934 (year 2041), Design Load: H 20, Features Intersected: S. COTTONWOOD RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 20.498, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 10.5m (34.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 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, Length Of Structure Improvement: 2.08m (6.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999905600570121, Location: 0.57 MI E WJCT K15 (Lat: 38.362222, Lng: -97.324167), Route carried "on" structure: US 56, Year Built: 1949, Year Reconstructed: 1970, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 4,065 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 5,695 (year 2041), Design Load: H 20, Features Intersected: SOUTH COTTONWOOD RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.699, 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: 21.2m (69.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999905600570121, Location: 0.57 MI E WJCT K15 (Lat: 38.362222, Lng: -97.324167), Route carried "on" structure: US 56, Year Built: 1949, Year Reconstructed: 1970, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 4,065 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 5,695 (year 2041), Design Load: H 20, Features Intersected: SOUTH COTTONWOOD RIVER
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.699, 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: 21.2m (69.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.78m (12.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999905600570131, Location: 0.71 MI E WJCT K15 (Lat: 38.362222, Lng: -97.321944), Route carried "on" structure: US 56, Year Built: 1949, Year Reconstructed: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,065 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 5,695 (year 2041), Design Load: H 20, Features Intersected: S. COTTONWOOD RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.926, 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999905600570131, Location: 0.71 MI E WJCT K15 (Lat: 38.362222, Lng: -97.321944), Route carried "on" structure: US 56, Year Built: 1949, Year Reconstructed: 1970, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,065 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 5,695 (year 2041), Design Load: H 20, Features Intersected: S. COTTONWOOD RIVER DRG.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 4.926, 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: 2, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 27.3m (89.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous