Bridge Statistics for Horton, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 24Number of bridges
- 200ft / 60.8mTotal length
- $1,013,000Total costs
- 56,294Total average daily traffic
- 1,155Total average daily truck traffic
- 75,243Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Horton
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11950-1959
- 81960-1969
- 11970-1979
- 71980-1989
- 41990-1999
- 22000-2009
- Bridge Condition - Deck
- 14.3%Very good
- 38.1%Good
- 38.1%Satisfactory
- 9.5%Fair
- Bridge Condition - Superstructure
- 23.8%Very good
- 57.1%Good
- 19.0%Satisfactory
- Bridge Condition - Substructure
- 23.8%Very good
- 38.1%Good
- 33.3%Satisfactory
- 4.8%Fair
- Bridge Condition - Channel
- 25.0%Good
- 54.2%Satisfactory
- 20.8%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
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Structure Number: 3008, Location: 1.0W OF KENNEKUK (Lat: 39.645175, Lng: -95.518431), Route carried "on" structure: County highway 20, Year Built: 1974, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 89 (year 2007), Average Future Daily Traffic: 133 (year 2040), Design Load: H 15, Features Intersected: MISSION CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3008, Location: 1.0W OF KENNEKUK (Lat: 39.645175, Lng: -95.518431), Route carried "on" structure: County highway 20, Year Built: 1974, Status: Posted for load, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 89 (year 2007), Average Future Daily Traffic: 133 (year 2040), Design Load: H 15, Features Intersected: MISSION CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, Operating Rating: 34.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3034, Location: 2.5S 1.1E OF KENNEKUK (Lat: 39.609258, Lng: -95.519953), Route carried "on" structure: County highway 1288, Year Built: 1962, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 95 (year 2007), Average Future Daily Traffic: 156 (year 2040), Design Load: H 15, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3034, Location: 2.5S 1.1E OF KENNEKUK (Lat: 39.609258, Lng: -95.519953), Route carried "on" structure: County highway 1288, Year Built: 1962, Status: Posted for load, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 95 (year 2007), Average Future Daily Traffic: 156 (year 2040), Design Load: H 15, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 30.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 3035, Location: 2.5S OF KENNEKUK (Lat: 39.609250, Lng: -95.495425), Route carried "on" structure: County highway 1288, Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 95 (year 2007), Average Future Daily Traffic: 156 (year 2040), Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 3035, Location: 2.5S OF KENNEKUK (Lat: 39.609250, Lng: -95.495425), Route carried "on" structure: County highway 1288, Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 95 (year 2007), Average Future Daily Traffic: 156 (year 2040), Features Intersected: STREAM
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 80.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.3 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 31011003489, Location: 6.1N 1.2W OF MUSCOTAH (Lat: 39.638775, Lng: -95.546119), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15 (year 2007), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 2.4-P.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31011003489, Location: 6.1N 1.2W OF MUSCOTAH (Lat: 39.638775, Lng: -95.546119), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 15 (year 2007), Average Future Daily Traffic: 20 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 2.4-P.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 7.3m (24.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3101180348, Location: 7.0N 0.3W OF MUSCOTAH (Lat: 39.652789, Lng: -95.532222), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 25 (year 2007), Average Future Daily Traffic: 37 (year 2040), Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. Q-3.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, 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, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3101180348, Location: 7.0N 0.3W OF MUSCOTAH (Lat: 39.652789, Lng: -95.532222), Route carried "on" structure: County highway , Year Built: 1955, Status: Posted for load, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 25 (year 2007), Average Future Daily Traffic: 37 (year 2040), Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. Q-3.1
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, 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, Number Of Approach Spans: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.2 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: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2020, Critical Feature Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 31015403509, Location: 5.2N 1.5E OF MUSCOTAH (Lat: 39.625256, Lng: -95.499061), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 4.9-O.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 31015403509, Location: 5.2N 1.5E OF MUSCOTAH (Lat: 39.625256, Lng: -95.499061), Route carried "on" structure: County highway , Year Built: 2003, Status: Open, Structure Length: 3.28m (10.76ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Design Load: HS 20, Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 4.9-O.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, 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: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 31019003501, Location: 5.9N 3.0E OF MUSCOTAH (Lat: 39.635747, Lng: -95.470856), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 6.4-O.9
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $305,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 31019003501, Location: 5.9N 3.0E OF MUSCOTAH (Lat: 39.635747, Lng: -95.470856), Route carried "on" structure: County highway , Year Built: 1925, Status: Posted for load, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 20 (year 2007), Average Future Daily Traffic: 30 (year 2040), Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 6.4-O.9
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $200,000, Roadway Improvement Cost: $100,000, Total Project Cost: $305,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 31019003528, Location: 4.2N 3.0E OF MUSCOTAH (Lat: 39.613200, Lng: -95.470792), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 15 (year 2007), Average Future Daily Traffic: 22 (year 2040), Design Load: H 20, Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 6.4-N.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 31019003528, Location: 4.2N 3.0E OF MUSCOTAH (Lat: 39.613200, Lng: -95.470792), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 15 (year 2007), Average Future Daily Traffic: 22 (year 2040), Design Load: H 20, Features Intersected: TRIB. TO GRASSHOPPER CK., Facility Carried by Structure: LOCAL RD. 6.4-N.2
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.1m (49.5ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: July 2020, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 710073034, Location: 1.8W 3.0N OF HORTON (Lat: 39.710858, Lng: -95.574367), Route carried "on" structure: County highway 704, Year Built: 1960, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 44 (year 2042), Design Load: H 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: 140th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 23.2m (76.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 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: 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: 0.1 - 9.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 710073034, Location: 1.8W 3.0N OF HORTON (Lat: 39.710858, Lng: -95.574367), Route carried "on" structure: County highway 704, Year Built: 1960, Status: Posted for load, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 44 (year 2042), Design Load: H 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: 140th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 23.2m (76.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 25.4 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: 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: 0.1 - 9.9% below), Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $102,000, Roadway Improvement Cost: $10,000, Total Project Cost: $153,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7100900342, Location: 1.3W 2.0N OF HORTON (Lat: 39.696331, Lng: -95.563825), Route carried "on" structure: County highway 707, Year Built: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55 (year 2016), Average Future Daily Traffic: 61 (year 2042), Design Load: H 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: 130th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 11.7m (38.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $5,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 7100900342, Location: 1.3W 2.0N OF HORTON (Lat: 39.696331, Lng: -95.563825), Route carried "on" structure: County highway 707, Year Built: 1960, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 55 (year 2016), Average Future Daily Traffic: 61 (year 2042), Design Load: H 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: 130th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 11.7m (38.4ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $5,000, Total Project Cost: $45,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 71009003462, Location: 1.4W 0.3S OF HORTON (Lat: 39.664003, Lng: -95.564056), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 50 (year 2042), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: Kestrel Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 71009003462, Location: 1.4W 0.3S OF HORTON (Lat: 39.664003, Lng: -95.564056), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 50 (year 2042), Design Load: H 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: Kestrel Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 15.2m (49.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 7100930344, Location: 1.0W 1.0N OF HORTON (Lat: 39.681844, Lng: -95.557844), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 22 (year 2042), Design Load: H 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: 120th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $4,000, Total Project Cost: $61,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7100930344, Location: 1.0W 1.0N OF HORTON (Lat: 39.681844, Lng: -95.557844), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 20 (year 2016), Average Future Daily Traffic: 22 (year 2042), Design Load: H 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: 120th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $41,000, Roadway Improvement Cost: $4,000, Total Project Cost: $61,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 71011003461, Location: 0.3W OF HORTON (Lat: 39.665347, Lng: -95.545964), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.67m (12.04ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 44 (year 2042), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: Kingfisher Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 71011003461, Location: 0.3W OF HORTON (Lat: 39.665347, Lng: -95.545964), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 3.67m (12.04ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 44 (year 2042), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK, Facility Carried by Structure: Kingfisher Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.8m (48.6ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 41.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 7101170342, Location: 1.6N 0.3W OF HORTON (Lat: 39.696256, Lng: -95.533528), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 19 (year 2042), Design Load: HS 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: 130th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 7101170342, Location: 1.6N 0.3W OF HORTON (Lat: 39.696256, Lng: -95.533528), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 15 (year 2016), Average Future Daily Traffic: 19 (year 2042), Design Load: HS 20, Features Intersected: UNNAMED STREAM, Facility Carried by Structure: 130th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 71017003466, Location: 1.2E 0.2S OF HORTON (Lat: 39.658050, Lng: -95.489606), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 44 (year 2042), Design Load: H 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: Mulberry Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 22.3m (73.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $20,000, Total Project Cost: $135,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 71017003466, Location: 1.2E 0.2S OF HORTON (Lat: 39.658050, Lng: -95.489606), Route carried "on" structure: County highway , Year Built: 1960, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 40 (year 2016), Average Future Daily Traffic: 44 (year 2042), Design Load: H 20, Features Intersected: OTTER CREEK, Facility Carried by Structure: Mulberry Rd.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, 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: 22.3m (73.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 28.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $20,000, Total Project Cost: $135,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 43100580352, Location: 2.0N 1.8E WHITING (Lat: 39.623964, Lng: -95.585828), Route carried "on" structure: County highway 4322, Year Built: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2038), Design Load: H 20, Features Intersected: TRIB. TO DELEWARE RIVER, Facility Carried by Structure: MINOR 318 X7
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: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 43100580352, Location: 2.0N 1.8E WHITING (Lat: 39.623964, Lng: -95.585828), Route carried "on" structure: County highway 4322, Year Built: 1983, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 45 (year 2018), Average Future Daily Traffic: 45 (year 2038), Design Load: H 20, Features Intersected: TRIB. TO DELEWARE RIVER, Facility Carried by Structure: MINOR 318 X7
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: 4.3m (14.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.8 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 513000070000001, Location: 8TH. ST. E. OF US-159 (Lat: 39.659950, Lng: -95.519481), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 120 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2042), Design Load: H 20, Features Intersected: MISSION CREEK, Facility Carried by Structure: 8th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $14,000, Total Project Cost: $314,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 513000070000001, Location: 8TH. ST. E. OF US-159 (Lat: 39.659950, Lng: -95.519481), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 120 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 120 (year 2042), Design Load: H 20, Features Intersected: MISSION CREEK, Facility Carried by Structure: 8th St.
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 1.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.27m (14.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $14,000, Total Project Cost: $314,000 ( Estimate for 2020), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 999902000070491, Location: 8.40 MI E OF US75 (Lat: 39.667222, Lng: -95.571944), Route carried "on" structure: State highway 20, Year Built: 1987, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 16,340 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,008 (year 2041), Design Load: H 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.601, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: 2.63m (8.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999902000070491, Location: 8.40 MI E OF US75 (Lat: 39.667222, Lng: -95.571944), Route carried "on" structure: State highway 20, Year Built: 1987, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 16,340 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,008 (year 2041), Design Load: H 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.601, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, 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: 12.2m (40.0ft), Out-to-Out Width: 29.1m (95.5ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: 2.63m (8.63ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999902000070501, Location: 9.18 MI E US75 (Lat: 39.667222, Lng: -95.559167), Route carried "on" structure: State highway 20, Year Built: 1987, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 16,340 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,008 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.722, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.35m (33.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999902000070501, Location: 9.18 MI E US75 (Lat: 39.667222, Lng: -95.559167), Route carried "on" structure: State highway 20, Year Built: 1987, Status: Open, Structure Length: 3.15m (10.33ft), Average Daily Traffic: 16,340 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,008 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 14.722, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 10.35m (33.96ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999902000070511, Location: 9.79 MI E OF US75 (Lat: 39.667222, Lng: -95.547500), Route carried "on" structure: State highway 20, Year Built: 1987, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 16,340 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,008 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.706, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999902000070511, Location: 9.79 MI E OF US75 (Lat: 39.667222, Lng: -95.547500), Route carried "on" structure: State highway 20, Year Built: 1987, Status: Open, Structure Length: 3.73m (12.24ft), Average Daily Traffic: 16,340 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 22,008 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 15.706, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 14.6m (47.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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 minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 12.25m (40.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999907300070071, Location: 2.83 MI E EJCT US159 (Lat: 39.666944, Lng: -95.472500), Route carried "on" structure: US 73, Year Built: 1966, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 2,290 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,084 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.733, 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.55m (51.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999907300070071, Location: 2.83 MI E EJCT US159 (Lat: 39.666944, Lng: -95.472500), Route carried "on" structure: US 73, Year Built: 1966, Status: Open, Structure Length: 4.74m (15.55ft), Average Daily Traffic: 2,290 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,084 (year 2041), Design Load: HS 20, Features Intersected: OTTER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.733, 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: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 15.55m (51.02ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907300070081, Location: 0.42 MI E EJCT US159 (Lat: 39.667222, Lng: -95.517778), Route carried "on" structure: US 73, Year Built: 1966, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 2,290 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,084 (year 2041), Design Load: HS 20, Features Intersected: MISSION CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.604, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Meets minimum limits, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907300070081, Location: 0.42 MI E EJCT US159 (Lat: 39.667222, Lng: -95.517778), Route carried "on" structure: US 73, Year Built: 1966, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 2,290 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 3,084 (year 2041), Design Load: HS 20, Features Intersected: MISSION CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.604, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Meets minimum limits, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999915900030511, Location: 2.80 MI N WJCT K-9 (Lat: 39.626389, Lng: -95.527222), Route carried "on" structure: US 159, Year Built: 1996, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,009 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 40.008, 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: 4.3m (14.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 999915900030511, Location: 2.80 MI N WJCT K-9 (Lat: 39.626389, Lng: -95.527222), Route carried "on" structure: US 159, Year Built: 1996, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,009 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 40.008, 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: 4.3m (14.1ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999915900030521, Location: 4.38 MI N WJCT K-9 (Lat: 39.647778, Lng: -95.527500), Route carried "on" structure: US 159, Year Built: 1995, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,009 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 42.379, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999915900030521, Location: 4.38 MI N WJCT K-9 (Lat: 39.647778, Lng: -95.527500), Route carried "on" structure: US 159, Year Built: 1995, Status: Open, Structure Length: 4.95m (16.24ft), Average Daily Traffic: 950 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,009 (year 2041), Design Load: HS 20, Features Intersected: GRASSHOPPER CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 42.379, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 16.25m (53.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing