Bridge Statistics for McFarland, Kansas (KS)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 157ft / 47.8mTotal length
- $270,000Total costs
- 62,090Total average daily traffic
- 12,508Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for McFarland
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21940-1949
- 61960-1969
- 11970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- Bridge Condition - Deck
- 58.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 16.7%Very good
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
- Bridge Condition - Substructure
- 25.0%Very good
- 33.3%Good
- 16.7%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 10.0%Very good
- 40.0%Good
- 40.0%Satisfactory
- 10.0%Fair
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Structure Number: 990933904301, Location: 1.1W 0.1S OF MCFARLAND (Lat: 39.056381, Lng: -96.261258), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: PRETTY CREEK, Facility Carried by Structure: LOCAL 140
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 990933904301, Location: 1.1W 0.1S OF MCFARLAND (Lat: 39.056381, Lng: -96.261258), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 25 (year 2013), Average Future Daily Traffic: 30 (year 2041), Design Load: HS 20, Features Intersected: PRETTY CREEK, Facility Carried by Structure: LOCAL 140
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 990937104263, Location: 1.7N OF MCFARLAND (Lat: 39.079564, Lng: -96.239550), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2041), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: LOCAL RD. 131
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $100,000, Total Project Cost: $270,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: 990937104263, Location: 1.7N OF MCFARLAND (Lat: 39.079564, Lng: -96.239550), Route carried "on" structure: County highway , Year Built: 1940, Status: Posted for load, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 25 (year 2041), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: LOCAL RD. 131
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $100,000, Total Project Cost: $270,000 ( Estimate for 2015), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: 99093710428, Location: 1.0N 0.1E OF MCFARLAND (Lat: 39.072283, Lng: -96.239258), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2041), Design Load: H 15, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: LOCAL RD. 16
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 99093710428, Location: 1.0N 0.1E OF MCFARLAND (Lat: 39.072283, Lng: -96.239258), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 2.55m (8.37ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2041), Design Load: H 15, Features Intersected: PAW PAW CREEK, Facility Carried by Structure: LOCAL RD. 16
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 continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 9909373043, Location: 0.2E OF MCFARLAND (Lat: 39.057897, Lng: -96.234911), Route carried "on" structure: County highway , Year Built: 1922, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 72 (year 2041), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: LOCAL RD. 17
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 9909373043, Location: 0.2E OF MCFARLAND (Lat: 39.057897, Lng: -96.234911), Route carried "on" structure: County highway , Year Built: 1922, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 60 (year 2013), Average Future Daily Traffic: 72 (year 2041), Features Intersected: PAW PAW CREEK, Facility Carried by Structure: LOCAL RD. 17
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 21.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 990939504305, Location: 1.5E 0.5S OF MCFARLAND (Lat: 39.050506, Lng: -96.215322), Route carried "on" structure: County highway 9916, Year Built: 2008, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2041), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: MINOR COL 18
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 990939504305, Location: 1.5E 0.5S OF MCFARLAND (Lat: 39.050506, Lng: -96.215322), Route carried "on" structure: County highway 9916, Year Built: 2008, Status: Open, Structure Length: 8.69m (28.51ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2041), Design Load: HS 20, Features Intersected: MILL CREEK, Facility Carried by Structure: MINOR COL 18
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.4 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 990939704289, Location: 1.5E 0.1N OF MCFARLAND (Lat: 39.058136, Lng: -96.215206), Route carried "on" structure: County highway 9916, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2041), Features Intersected: TRIB. MILL CREEK, Facility Carried by Structure: MINOR COL 132
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 990939704289, Location: 1.5E 0.1N OF MCFARLAND (Lat: 39.058136, Lng: -96.215206), Route carried "on" structure: County highway 9916, Year Built: 1988, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 40 (year 2013), Average Future Daily Traffic: 48 (year 2041), Features Intersected: TRIB. MILL CREEK, Facility Carried by Structure: MINOR COL 132
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 34.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 999907000990061, Location: 1.04 MI E K99, WB (Lat: 39.065556, Lng: -96.269722), Route carried "on" structure: Interstate 70, Year Built: 1962, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 10,080 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 14,402 (year 2041), Design Load: HS 20+Mod, Features Intersected: PRETTY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 10.482, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000990061, Location: 1.04 MI E K99, WB (Lat: 39.065556, Lng: -96.269722), Route carried "on" structure: Interstate 70, Year Built: 1962, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 10,080 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 14,402 (year 2041), Design Load: HS 20+Mod, Features Intersected: PRETTY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 10.482, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000990111, Location: 0.19 MI E K185, WB (Lat: 39.065278, Lng: -96.238333), Route carried "on" structure: Interstate 70, Year Built: 1962, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 10,419 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 14,886 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAW PAW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.201, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999907000990111, Location: 0.19 MI E K185, WB (Lat: 39.065278, Lng: -96.238333), Route carried "on" structure: Interstate 70, Year Built: 1962, Status: Open, Structure Length: 4.04m (13.25ft), Average Daily Traffic: 10,419 (year 2020), Truck Traffic: 19%, Average Future Daily Traffic: 14,886 (year 2041), Design Load: HS 20+Mod, Features Intersected: PAW PAW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.201, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.25m (43.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000990121, Location: 0.20 MI E K185, EB (Lat: 39.065000, Lng: -96.238333), Route carried "on" structure: Interstate 70, Year Built: 1942, Year Reconstructed: 1999, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 10,080 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 14,402 (year 2041), Design Load: H 15, Features Intersected: PAW PAW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.209, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.31m (43.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907000990121, Location: 0.20 MI E K185, EB (Lat: 39.065000, Lng: -96.238333), Route carried "on" structure: Interstate 70, Year Built: 1942, Year Reconstructed: 1999, Status: Open, Structure Length: 4.06m (13.32ft), Average Daily Traffic: 10,080 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 14,402 (year 2041), Design Load: H 15, Features Intersected: PAW PAW CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 13.209, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.31m (43.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999907000990131, Location: 1.94 MI E K185 (Lat: 39.065556, Lng: -96.205833), Route carried "on" structure: County highway 9916, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 62 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,359 (year 2041), Design Load: H 20, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.522, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 23.10m (75.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907000990131, Location: 1.94 MI E K185 (Lat: 39.065556, Lng: -96.205833), Route carried "on" structure: County highway 9916, Year Built: 1962, Year Reconstructed: 1999, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 62 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 15,359 (year 2041), Design Load: H 20, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 9.522, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 23.10m (75.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999907000990811, Location: 1.3 MI E K99, EB (Lat: 39.065278, Lng: -96.269722), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 10,080 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 14,402 (year 2041), Design Load: HS 20, Features Intersected: PRETTY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 10.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.37m (43.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 999907000990811, Location: 1.3 MI E K99, EB (Lat: 39.065278, Lng: -96.269722), Route carried "on" structure: Interstate 70, Year Built: 1999, Status: Open, Structure Length: 4.07m (13.35ft), Average Daily Traffic: 10,080 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 14,402 (year 2041), Design Load: HS 20, Features Intersected: PRETTY CREEK
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 10.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.0m (52.5ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 13.37m (43.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 999918500990101, Location: JCT K185/I70 (Lat: 39.065278, Lng: -96.241944), Route carried "on" structure: State highway 185, Year Built: 1962, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 645 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 787 (year 2041), Design Load: H 20, Features Intersected: I70 HWY, NL-SL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.137, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 28.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 24.70m (81.04ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
Structure Number: 999918500990101, Location: JCT K185/I70 (Lat: 39.065278, Lng: -96.241944), Route carried "on" structure: State highway 185, Year Built: 1962, Status: Open, Structure Length: 7.53m (24.70ft), Average Daily Traffic: 645 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 787 (year 2041), Design Load: H 20, Features Intersected: I70 HWY, NL-SL
Minimum Vertical Clearance: 30.47m (99.97ft), Kilometerpoint: 0.137, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 28.1 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 24.70m (81.04ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete
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Structure Number: 999907000990131, Location: 1.94 MI E K185 (Lat: 39.065556, Lng: -96.205833), Route carried "under" structure: Interstate 70, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 10,419 (year 2020), Truck Traffic: 19%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 16.016, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
Structure Number: 999907000990131, Location: 1.94 MI E K185 (Lat: 39.065556, Lng: -96.205833), Route carried "under" structure: Interstate 70, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 10,419 (year 2020), Truck Traffic: 19%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: LOCAL ROAD
Minimum Vertical Clearance: 5.04m (16.54ft), Kilometerpoint: 16.016, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)
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Structure Number: 999918500990101, Location: JCT K185/I70 (Lat: 39.065278, Lng: -96.241944), Route carried "under" structure: State highway 4, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 10,080 (year 2020), Truck Traffic: 21%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: RS1013, K185 HWY
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 12.899, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 999918500990101, Location: JCT K185/I70 (Lat: 39.065278, Lng: -96.241944), Route carried "under" structure: State highway 4, Year Built: 1962, Structure Length: 0. m, Average Daily Traffic: 10,080 (year 2020), Truck Traffic: 21%, Features Intersected: I70 HWY, NL-SL, Facility Carried by Structure: RS1013, K185 HWY
Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 12.899, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)